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17903 Smokey Point Blvd_BLD5633_2026
CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 17903 SMOKEY POINT BLVD Permit#: 5633 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 31052100302300 DATE OF ISSUANCE. Scope of Work: Construct a community park to include picnic shelter,pre- Valuation: 1035022.00 manufactured restroom facility,covered stage,paved plaza,open lawn area,paved walking track,parking,and associated utilities.The project is in phases,and includes phase 1 only. OWNER APPLICANT CONTRACTOR CITY OF ARLINGTON City of Arlington Reece Construction Company 238 N OLYMPIC AVE 18204 59th Ave NE 1525 114th St NE ARLINGTON,WA 98223 Arlington,WA 98223 Tulalip,WA 98271 360-403-3436 360-659-9600 LIC:602 893 954 EXP:01/31/2024 LIC:REECECC852C7 EXP:02/27/2025 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL BUILDING CODE YEAR: 2018 STORIES: 0 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRCI10. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. O 01/17/2024 pplicant tune Da a Building Official Date CONDITIONS Adhere to approved plans. Call for inspections. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The properly owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 01/17/2024 Processing/Technology $25.00 01/17/2024 Building Permit $8,649.01 01/17/2024 Building Plan Review $5,625.35 01/17/2024 Processing/Technology ($25.00) 01/17/2024 Building Permit ($8,649.01) 01/17/2024 Building Plan Review ($5,625.35) Total Due: $0.00 Total Payment: $0.00 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION I Pass/Fail CITY OF ARLINGTON INSPECTION CARD No building construction shall be commenced until permit holder INSPECTION RECORD SHALL or his agent has posted this Inspection Record Card in a REMAIN AT JOB SITE conspicuous place on the premises. OWNER: City of Arlington CONTRACTOR: Reece Construction JOB ADDRESS: 17903 Smokey Point Blvd LOT NUMBER TYPE GROUP NATURE of WORK: Park Buildings USE of BUILDING: Community Park 1/25/2024 VB S_1 PERMIT No: BLD-5633 DATE ISSUED: INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB DEPARTMENT INSPECTION DATE(S) PASS FAIL INITIALS FOOTING BUILDING FOUNDATION (360)403-3417 UNDERFLOOR SHEARWALL PLUMBING(groundwork) ROUGH PLUMBING GAS PIPING ROUGH HEATING&VENTILATION FRAMING INSUvAi ION WALLBOARD(SHEAR/RATED WALLS) CEILING GRID STRUCTURAL SLAB CROSS CONNECTION CONTROL IN PREMISE (360)403-3417 GRADING TEMPORARY TECSP ASBUILTS APPROVED MAINTENANCE BOND STORM DRAINAGE SYSTEM PAVING.SIGNAGE&MARKINGS LANDSCAPING CONDITIONS ONSITE UTILITIES WATER ONSITE UTILITIES SEWER Sewer OFFSITE UTILITIES WA rER (360)403-3508 OFFSITE UTILITIES SEWER SEWER PRETREATMENT Water CROSS CONNECTION CONTROL PREMISE (360)403-3526 SIDE SEWER/CLEANOUT/FINAL WATER SERVICE INSTALLATION WATER SERVICE FINAL (360)403-3417 HYDRO/FLUSH UNDERGROUND""INCL FDC FIRE ALARM /AUTOMATIC SPRINKLER HOOD SUPPRESSION SYSTEM FINAL FIRE WALK-THROUGH (360)403-3417 FINAL INSPECTION ALL SIGNATURE BLOCKS MUST BE COMPLETE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ENERAL NOTES: WEISMANDESIGNGROUP _ 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL " ^STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. / \ 2. COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES. j V i PROVIDE RIGID STEEL SWEEPS FOR ALL UNDERGROUND CONDUITS. C I PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTINGOIF`R p� CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. I- F¢ 5. INSTALL NEW UNDERGROUND CONDUITS MINIMUM 18"DEEP,UNLESS W `• d O o 13"x24"HANDHOLE y NOTED OTHERWISE.PROVIDE IDENTIFICATION TAPE 12"BELOW GRADE. 10 Dt � TWIN 12"C,ON Gr� I If. w'w COORDINATE ROUTING UTIAND WITH IIHEXISTING UTILITIES ELEMENTS. ARCHITECTURAL, DD364 ` a STRUC ... .. ... --- .. _._............ .. O -- ---__------_----_- FLAG NOTES: \ 2.0FII T `. �. PROJEC MANAGEMENT G7 t REFER TO DETAIL 1/E9 01 FOR ADDITIONAL CONTROL CABINET DETAILS ECT MANAGEMENT ROCK -- RRK-- REFER TO DETAIL 3/E9.01 FOR POLE BASE DETAILS. N GROUP � LANDSCAPEARCHITECTURE: [ MAN DES I N 4... .�' .._....-- t��— 206532217321E S1 — --- ARCHITECTURE: //--\\ PROVIDE SPOTLIGHT TYPE LUMINAIRE MOUNTED ON POLE FOR FLAG POLE LIGHTING. RCHITEDYKEMAN ARCHITECTS 0 \ }\'\\ S 3161 ro[ ... _ CONSULTING ENGINEERS. ` CIVIL \rr/ 206 4262600 MECHANICAVPLUMBINGIELECTRICAL: ETRIX 425)336--2622 ENGINEERS: U - ---- wi c, I 1, I I WRG L.i.. / p R1 R1 WP,O t S3(TVP 2) \ � \ I I 1 1 I I ' ng II II II 1 O ,60 NP B O ( _ .................. Clf P o oo \ 2 3 R? R1 -N ,npd"� \ \ \ { ,... s `,. II wP.G CV ;-� \/ \� ti I S3(nP 2) •, ` 1 1� R0 Rid � CQ ....,,.J ,rye II \ o o OWP,G 1 R1 wP W1p� R1 ........... G wvG�1� \ O II \ 0 STAGE CONTROLS 0 ' /� f-� .............................. I I II ` I EQUIPMENT CABINETa C) Q .... ' I II.. ....... . II I " Li / _ — ENLARGED LIGHTING PLAN STAGE E7.01 SCALE:/8„_1,_0" Co \I i S3(nP 3) II c HANDHOLE W m I Cl- • u L. wr,B�l C n�- v,o s3(nPa) ®L r,BOi L - �r �s C i o u''L "y-Y\.L"t.t\ ,B OWP,B DATE 08/25/2023 _J ?, C�Q`\r I \\ B ® _. ... y'Y \.\ O 1'_V �.� -�-._:1-. c, wpd�rvp DRAWN/CHECKED BP/BP n "� I REVISIONS: _- -- 100%DO 8/25/23 ------------------ _ . . ' ------ L- --\ -- BUILDING PERMIT 9/25/23 I I I �P .........Ss...... s Ss...... s ............SS..... ............—ss - ti. =.-,..._�-_ __._---- ,..� ., ----� SS...._ Sz .. ......-. - - ss%cD 10/09/23 n .------ ;_o 0.........1../dAS/. P .........._._GAS........... .......CAS-.... .. GAS-.._. �ti _ ..fy;AG n„ ..., qq....�� -. -_... .. .GAS-.. ..._.—GA ........___ GAS AS S _-_ -- GAS-.._ .,A.�....... II p wPG � ' BID SET 10/20/23 " EE STOP" W.....—. W— W_... w-- w -w---- w -(j"�I P -w -w - f- w--_w_..._ , �' - \ i \� ENLARGED POWER PLAN —STAGE E1.01 SCALE:,/8"=T-0" PARTIAL — — — — — — —................. ._. ELECTRICAL I SITE PLAN \1� PARTIAL ELECTRICAL SITE PLAN m E 1 .01 E1.01 SCALE:1"=10'-0" II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � _ GENERAL NOTES: WEISMANDESIGNIGROUP 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. 2. COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES. 3. PROVIDE RIGID STEEL SWEEPS FOR ALL UNDERGROUND CONDUITS. t," ? z / z z 4. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING SON rr y FF 1"C F F CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. 5. INSTALL NEW UNDERGROUND CONDUITS MINIMUM 18"DEEP,UNLESS C 0 0 L20"FIR L} I i' o I NOTED OTHERWISE.PROVIDE IDENTIFICATION TAPE 12"BELOW GRADE." COORDINATE ROUTING WITH EXISTING UTILITIES AND ARCHITECTURAL,w w CIVIL,STRUCTURAL,AND LANDSCAPING ELEMENTS.......... ....__ OVAL FLAG NOTES. PROJECT MANAGEMENT: �k ROCK PROJECT MANAGEMENT „",,.... _ REFER TO DETAIL 3/E9.01 FOR POLE BASE DETAILS. DESIGN GROUP \ --- ------- —�--� 78 1 (425)572�5 ��ggqccc LANDSCAPE ARCHITECTURE: \ ---- /si "�� � WEISMAN 2-1732 ��'-- -----"`---------- — J S1 ��-----------------� S1 Q ARCHDYK TECN732 ARCHITECTS RE F !��CC -- !.__ .._....,___. ......,._... _ ..— /........ .....�_ _—\ \\�\ .. I (V25)2593181 CONSULTING:............. .... ...._ CIVIL: ---- JACOBSON CONS G ENGINEERS: (88)426-2600 MECHANICALIPLUMBING/ELECTRICAL: / \ METRIX ENGINEERS: (426)336-822 �.. Cy PARCEL. NO.:31052100302300 ADDRESS:17903 SMOKEY POINT BLVD \ OWNER:CITY OF ARLINGTONco 0) 0 I U d E— z _Z n 0 c ----------------c -6 -----------------------------------_ _-- �— I n 30"x W °o c O EL SSMH RIM:13010' > IE 10"PE OHSERVED(W):125.10�% ,a? o \ CEILING:128.9' �. I U DATE 08/25/2023 _ .. .—. �i .__....._ _ _... DRAWN/CHECKED CKED BP/BP REVISIONS: I". ..,% 13 x24'HANDHOLE 100%DID 8/25/23 ---- —————————————————— ----------------('-- ------- -------------- -y.------------ ---------- - \ BUILDING PERMIT 9/25/23 S2 ....... _ ... I I ;. -.. GAS— S2- G (; S_ ...._G .f^I {a�— ,../ S2 I 95%CD 10/09/23 .G g ......._— G S—... ......_.. .GAS. GAS .. ,A ... -._ .......— :.(.AS —.-. .:::.._(;,qti .. t� ,; BID SET 10/20/23 -I w w_ -_J...... w w... _......_w ....._.... w..— .. w—.... _w ...._6 I W w-- —wt. — _w . w — -..tw- I vl �V� aye L PARTIAL _ . _ --- - ---- - ---- ELECTRICAL I PARTIAL ELECTRICAL SITE PLAN SITE PLAN I E1.02 SCALE:1"=10'-0" E1 .02 I II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — GENERAL NOTES: WEISMANDESIGNGROUP 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. 2. COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES. 3. PROVIDE RIGID STEEL SWEEPS FOR ALL UNDERGROUND CONDUITS. w w 4. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING Q,. OF 1G,ggIrC 2 CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. E1.03 5. INSTALL NEW UNDERGROUND CONDUITS MINIMUM 18"DEEP,UNLESS NOTED OTHERWISE.PROVIDE IDENTIFICATION TAPE 12"BELOW GRADE. QQ w w COORDINATE ROUTING WITH EXISTING UTILITIES AND ARCHITECTURAL, 100364 .-_. 0 .------- --- -._ - - -------------- ... _. .....,_. ..... ._.._„_ „.._....._.................. ... .._------------.---_.--------------- ---..----. CIVIL STRUCTURAL, . RAL AND LANDSCAPING ELEMENTS Q PROJECT MANAGEMENT 71 (c REFER TO DETAIL 1/E9.01 FOR ADDITIONAL CONTROL CABINET DETAILS. L425)572-6878 PROJECT MANAGEMENT ........ .. FLAG NOTES: NDSC r E 1 �WEISMAAN PE A SIGN GROUP REFER TO DETAIL AIL 3/9.0 FOR POLE BASE DETAILS. 206)322ARCHITE-17DYKEM 32 1 '...lu IC1(/I..111 I I :'"'� ' / 83 8 LILTING ENGINEERS. (625)25AN ARC HITECTS // CIVIL: \\ n ,.ti,.. MECHANICAUPLUMBING/ELECTRICAL: METRIX ENGINEERS. (Z)336-2822 o❑��❑o II II ,/ VC ..---- ----- / _.. ....._ / ___ 001-0 (3)1'C / � I S2 // _ r N 1 CO m \ I I o \ I C _r \ I _ c L 00 VIDEO SURVEILLANC\ \ 7[1.'F I / --I---- ob ------\ _-_ -6 1 HEAD END I ` "--' UTILITY TRANSFORMER AND VAULT ",.,,...f •-�� J� > 30 x30 VAULT' I ELECTRICAL PANEL UTILITY METER IL&CT CABINET S5 -4 • I s, V? E I __ _ c ..,J..."~__,, /j SS, �_ C j� _.. ... .... �. .... DATE 08/25/2023 .,.......r rr u..ca_ . - ... ..�. ........ .-- ------- .. / .......... .. DRAWN/CHECKED BP/BP o - 1"C 13"x24"HANDHOLE .F_ TYP 2 job' ��K t \ % REVISIONS: --------- -- ---- --------------- - --------------------- .— � .— � `. I 121 N/ v II wr,o —� .V.. wp..G mw y,. --------- -- e�__ - .......- ....... BUILDING PERMIT 9I25123 AS S2 S2III 95%CD 10/09/23 Al _ BID SET 10/20/23 71 -� �rl�� — = I - rt _ ............ W W nW ......- ...._� _ W ..... �.........I.W .......1� 6 L w xx NPAI -VSS— Sc,.. .. ..SS >.s ........ >:>....___-_.-._—.SS '____..._ _sy .......1...... ...SS _'5,... PARTIAL PICNIC SHELTER CONTROLS,_ — — __ 1---- — ---- oLs ELECTRICAL I �.�� .I nnA.loq 7n' n:� EQUIPMENT CABINET a 1 PARTIAL ELECTRICAL SITE PLAN SITE PLAN 2 ENLARGED ELECTRICAL PLAN — PICNIC SHELTERm E1.03 SCALE:1"=10'-0" E1.03 SCALE:1/8"=1'-O" E 1 .03 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i COMMERCIAL BUILDING PERMIT APPLICATION ` Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 The following information is required for Commercial, Multi-Family,and Mixed-Use Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents.See ASSISTANCE BULLETIN#30 for detailed design requirements. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING;Incomplete applications will not be accepted. REQUIRED DOCUMENTS F-1 City of Arlington Commercial Tenant Improvement Permit Application 0 Site Plan 0 Architectural Plans 0 Structural Plans El Structural Calculations ❑ Mechanical System Modifications, (if applicable) ❑ Plumbing System Modifications, (if applicable) 0 Project Specification Manuals, (if applicable) ❑ WSEC Compliance Forms,(if applicable) https:[/waenergycodes.com/ El Special Inspection and Testing Agreement ❑ Deferred Submittal Request ❑ Airport Property Lease (if building is located within the Arlington Airport Property Boundary) 1. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 2. The City of Arlington does not review or inspect electrical systems.Contact Labor and Industries at lni.wa.gov or 360-416-3000. A. DEFERRED SUBMITTALS If the project requires any of the following,a Deferred Submittal Request MUST be completed.Deferred submittals require separate applications,plans and plan review. 1. Mechanical Plans (if not included in the plan set) 2. Plumbing Plans (if not included in the plan set) 3. Fire Sprinkler 4. Fire Alarm S. Signage B. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Firm is required to perform special inspections for the following type of work. *The Special Inspection and Testing Agreement MUST be submitted with the Building Application. 0 Reinforced Concrete 0 Structural Steel and Welding 0 Bolting in Concrete ❑ High-Strength Bolting ❑ Pre-stressed Concrete ❑ Spray-Applied Fireproofing ❑ SShotcrete ❑ Smoke-Control Systems ❑ Structural Masonry F71 Other-Spe Clfy: The City is in the process of hiring a special inspector,testing lab. 0 I acknowledge that all items designated as submittal requirements must accompany my Commercial Building Permit Application to be considered a complete submittal. COMMERCIAL BUILDING INSTALLATION,MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL *CHECKALL THAT APPLY ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks,piping etc.) ❑ Standpipe systems ❑ Hazardous materials ❑ Private fire hydrants ❑ Industrial ovens/furnace ❑ Fire alarm and detection systems ❑ Spraying or dipping operations ❑ High piled/rack storage ❑ Temporary membrane structure,tents(>200 sq.ft.)or canopies(>400 sq.ft.) ❑ Provide details on any of the above checked items: Type of Permit: 0 Commercial ❑ Multi-Family ❑ Mixed-Use Property Address. 17903 Smokey Point Blvd Project Valuation: $3,679,017.91 Lot#: 1 Parcel ID No.: 310521003002300 Subdivision: NA Project Scope of Work: construct a community park to include picnic shelter,pre-manufactured restroom facility,covered stage,paved plaza,open lawn area, paved walking track,parking,and associated utilities. The project is in phases,and includes phase 1 only. IBC Construction Type: VB IBC Occupancy Type: U Building/Space Square Footage: Stage:900.55,Picnic Shelter822.79,Restroom BIdg:767.49 Number of Stories: 1 Square Footage Per Floor: 1st 2nd 3rd 4th 5th 6th Primary Contact: 0 Owner ❑ Architect ❑ Engineer ❑ Contractor Owner Name: Marc Hayes Office No.: 360.403.3457 Email Address: mhayes@arlingtonwa.gov cell No.: Mailing Address: 18204 59th Dr. NE City: Arllington State: WA Zip: 98223 Architect Name: Patricia Sherman Office No.: 425-259-3161 Email Address: trishs@dykeman.net Cell No.: 425-870-6042 Mailing Address: 1716 west marine view Drive,2nd floor City: Everett State: WA zip: 98201 Professional License Number: WA State #12859 Expiration Date: 1/31/2025 Engineer Name: Howard Burton, Lisa Wipplinger/Seattle Structural Office No.: 206-343-3000 (for questions) Email Address: hburton@seattlestructural.com lwipplinger@seattlestructural.com Cell No.: 479-244-5804 Mailing Address: 3131 Elliott Ave, Suite 600A City: Seattle State: WA zip: 98121 Howard: WA#28112, Lisa: WA#28674 Professional License Number: Expiration Date: Howard:5/4/2025,Lisa:4/14/2025 Primary Contractor: TBD (will be publicly bid as design-bid-build) Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: REV03.2022 Page 2 of 6 COMMERCIAL BUILDING MECHANICAL SYSTEM INFORMATION Type of Permit: 0 New Installation ❑ Gas Piping Mechanical Contractor: TBD (will be a sub to a design-bid-build GC) Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: • New gas piping requires a pressure test hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured per IFGS,Section 415 • Proper Combustion air and venting required for all appliances • A shut-off valve is required within 6 feet of each appliance Gas Piping Specification and complete Schematic PAGE 4 O Not Applicable Proposed Piping Material: ❑ CSST ❑ Brass ❑ Black Steel ❑ Galvanized Steel ❑ Other Proposed Piping Size: ❑ 1/2" ❑ S/s" ❑ 3/4" ❑ 1" ❑ 11/2" ❑ 2" Inlet Pressure: Pressure Drop: Specific Gravity: MECHANICAL PERMIT FEES (per unit) Type of Fixture No. of Units Cost per Unit Subtotal Additional Plan Review fees x $ 75.00 = $ Air Cond.Unit<_100Btu h x $ 15.00 = $ Air Cond.Unit>10013tu h x $ 25.00 = $ Air Cond.Unit>50013tu h x $ 50.00 = $ Air Handling Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler<10013tu/h>3hp x $ 15.00 = $ Boiler>1 million Btu/h<50hp x $ 25.00 = $ Boiler>1.5 million Btu/h<50hp x $ 50.00 = $ Boiler>10013tu h 3-15h x $ 15.00 = $ Boiler>500Btu h 15-30hp x $ 25.00 = $ Commercial Hoods-Type I x $ 25.00 = $ Commercial Hoods-Type II x $ 50.00 = $ Diffusers x $ 15.00 = $ Dryer Ducting x $ 15.00 = $ Ductwork(drawings required) x $ 25.00 = $ Evaporative Coolers x $ 15.00 = $ Exhaust/Ventilation Fans x $ 15.00 = $ Fireplace Insert Stove x $ 15.00 = $ Forced Air Heat<_100 Btu h x $ 15.00 = $ Forced Air Heat>100 Btu h x $ 25.00 = $ Gas Clothes Dryer x $ 15.00 = $ Gas Fired AC <_100 Btu/h x $ 15.00 = $ Gas Fired AC >100 Btu/h x $ 25.00 = $ REV03.2022 Page 3 of 6 COMMERCIAL BUILDING MECHANICAL PERMIT FEES (per unit) Gas Fired AC > 500 Btu h x $ 50.00 = $ Gas Pi in <_ 5 units x $ 15.00 = $ Gas Piping> 5 units (plus <5 units x $ 2.00 = $ Heat Exchangers x $ 15.00 = $ Heat Pump-Condensing Unit x $ 25.00 = $ Hot Water Heat Coils x $ 15.00 = $ Miscellaneous Appliance-regulated by x $ 15.00 = $ mechanical code,not otherwise specified Pkg.Units <-100btu x $ 25.00 = $ Pkg.Units >100btu x $ 50.00 = $ Range/Cook top-Gas Fired x $ 15.00 = $ Refrigeration Unit 5100Btu h x $ 15.00 = $ Refrigeration Unit>100Btu h x $ 25.00 = $ Refrigeration Unit>500Btu/h x $ 50.00 = $ Re-inspection fee (all) x $ 75.00 = $ Unit Heaters <— 100 Btu h x $ 15.00 = $ Unit Heaters >100 Btu h x $ 25.00 = $ VAV Boxes (Variable Air Volume,part of air x $ 10.00 — $ conditioning system) Wall Heaters - Gas Fired x $ 25.00 = $ Water Heater- Gas Fired x $ 25.00 = $ Permit Fee $ Table 4-8; Plan Review Fee $ Processing/Technology Fee $25.00 Total $ PRESSURE PIPING SCHEMATIC COMPLETE FOR GAS PIPING ONLY— USE A SEPARATE SHEET, IF NECESSARY ❑ SCHEMATIC IS TO SCALE ❑ SCHEMATIC NOT TO SCALE Show Pipe Size(s) and Length(s) from meter to all appliances NOTE:Any interior pressure regulators must be indicated REV03.2022 Page 4 of 6 COMMERCIAL BUILDING PLUMBING SYSTEM INFORMATION Plumbing Contractor: TBD (will be a sub to a design-bid-build GC) Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: The following items need to be specified on the plans: O Fixture specifications and equipment with locations. O Location and type of all backflow assemblies for each fixture. O Calculations for Grease Interceptor. O Pipe size and location of sanitary and potable water systems. O Riser diagram of waste,vent,and rain water systems,including sizes. O Medical gas piping riser diagram,type of gas, storage room and size of piping. PLUMBING PERMIT FEES (per fixture) Commercial plumbing permits are required to submit line drawings.A plan review fee of 65%per Table 4-6 for plumbing permits will be assessed at time of submittal. Includes two 2 inspections with permit. Type of Fixture No.of Fixtures Cost per Fixture Subtotal Additional Plan Review fees x $ 75.00 = Alteration/repair piping x $ 15.00 = Backflow Assembly x $25.00 = Base Plumbing Fee $ 25.00 $25.00 Bath Shower Combo x $ 15.00 = Building Main Waste x $ 25.00 = Clothes Washer x $ 15.00 = Dishwasher x $ 15.00 = Drinking Fountain x $ 15.00 = Floor Drains x $ 15.00 = Grease Interceptor x $ 75.00 = Grease Trap x $ 25.00 = Hose Bibb x $ 15.00 = Icemaker Refri erator x $ 15.00 = Irrigation-per meter x $ 25.00 = Kitchen Sink&Disposal x $ 15.00 = Laundry Tray x $ 15.00 = Lavatory x $ 15.00 = Med Gas Pipin <- 5 inlets/outlets x $ 60.00 = Med Gas Piping> 5 inlets/outlets (plus <_ 5 x $ 5.00 = inlets outlets Miscellaneous -regulated by plumbing x $ 15.00 = code,not otherwise specified Pretreatment Interceptor x $ 15.00 = REV03.2022 Page 5 of 6 COMMERCIAL BUILDING PLUMBING PERMIT FEES (per fixture) Re-inspection Fee all x $ 75.00 = Roof Drains x $ 15.00 = Shower (only) x $ 15.00 = Sink bar,service,etc. x $ 15.00 = Toilets x $ 15.00 = Urinal x $ 15.00 = Vacuum Breakers x $ 25.00 = Water Heater x $ 25.00 = Water Heater-Tankless x $ 25.00 = Permit Fee Table 4-6; Plan Review Fee Processing/Technology Fee $25.00 Total PROPOSED BUILDING USE 0 New ❑ Retail ❑ Medical ❑ Automotive Based ❑ Industrial ❑ Office ❑ Restaurant ❑ Machine Shop 0 Other: Modular Public Restroom Bldg. CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply. ❑ Ice Machine ❑ Dialysis Equip. ❑ Air washers ❑ Coffee Urn/Espresso ❑ Hydrotherapy Equip. ❑ Steam Generators ❑ Carbonated Bev. ❑ Dental Equip. ❑ Dye Vats ❑ Fume Hoods ❑ Laboratory Equip. ❑ Pressure Washers ❑ Degreasers ❑ Autoclave/Sterilizers ❑ Cooling Towers ❑ Hot Tub/Spa ❑ Decorative Fountain ❑ Fire Sprinkler ❑ Aquarium ❑ Swimming Pools ❑ Sprinkler w/chemicals 0 Lawn Irrigation ❑ Well on property ❑ Other: WASTEWATER DISCHARGE Does the plumbing system currently have a grease interceptor? ❑ Yes 0 No ❑ Don't Know Does the plumbing system currently have an oil/water Yes 0 No ❑ Don't Know separator? Is water used in the business process (washing,rinsing, Yes 0 No ❑ Don't Know cooling)? Does your business require a NPDES permit? ❑ Yes ❑ No 0 Don't Know 1 hereby certify that I am the❑Owner,DApplicant,❑Contractor, and authorized to sign this application and that the above information is correct and construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington, and the City of Arlington.A final inspection and approval shall be obtained when complete. Bernard James O'Donnell Date:202ally 3.1edbyBe5:45-0'00'rnard James Donnell Bernie O'Donnell 10/6/2023 Date:2023.10.06 13:35:45-07'00' Signature Print Name Date SAVE PRINT REV03.2022 Page 6 of 6 SMOKEY POINT COMMUNITY PARK ARLINGTON, WA OWNER PROJECT MANAGEMENT LANDSCAPE ARCHITECT CIVIL ENGINEER ARCHITECT STRUCTURAL MEP CITY OF ARLINGTON ROCK PROJECT MANAGEMENT FORA LANDSCAPE ARCHITECTS JACOBSON CONSULTING ENGINEERS DYKEMAN SEATTLE STRUCTURAL PS, INC. METRIX ENGINEERS 238 N OLYMPIC AVE 1601 E VALLEY ROAD 1430 NE 65TH STREET 255 S. KING STREET#800 1716 W MARINE DRIVE 3131 ELLIOT AVE, SUITE 600A 227 WILLIAMS AVE S ARLINGTON, WA 98223 RENTON, WA 98057 SEATTLE, WA 98115 SEATTLE, WA 98104 EVERETT, WA 98201 SEATTLE, WA 98121 RENTON, WA 98057 360.403.3457 425.572.6878 206.322.1732 206.426.2600 425.259.3161 206.343.3000 425.336.2882 MARC HAYES BERNIE O'DONNELL ANDY RASMUSSEN ALAN JACOBSON TRISH SHERMAN LISA WIPPLINGER BEN PREHODA VICINITY MAP ENLARGED VICINITY MAP SHEET INDEX COVER SHEET L3.06 IRRIGATION DETAILS SURVEY SHEET 1 L3.07 IRRIGATION DETAILS&NOTES w m BISIPINE SURVEY SHEET 2 L4.00 SITE DETAILS s - L4.01 SITE DETAILS e C0.00 CIVIL COVER SHEET L4.02 SITE DETAILS a INcrxoMnsoN C0.01 NOTES SHEET L4.03 SITE DETAILS eems"E e C1.00 OVERALL DEMOLITION PLAN L4.04 SITE DETAILS nnSiNE C1.01 DEMOLITION PLAN L4.05 SITE DETAILS C1.02 DEMOLITION PLAN aalnaNE C1.03 DEMOLITION PLAN SMOKEV P0'NT C2.00 OVERALL T.E.S.0 PLAN A2.01 STRCHITECTURAL AGE FLOOR ANDTE PLAN ROOF LAN COMMUNITY PARK m SMOKEYPOINT C2.01 T.E.S.C.PLAN A2.02 STAGE REFLECTED CEILING PLAN COMMUNITY PARK C2.02 T.E.S.C.PLAN C2.03 T.E.S.C.PLAN A2.03 STAGE EXTERIOR ELEVATIONS SmoRey ,.122ndStNE "�'"P INE A2.04 STAGE SECTIONS Pant - -1721MSINE C2.10 T.E.S.0 DETAILS C2.11 T.E.S.0 DETAILS A3.01 PICNIC SHELTER FLOOR AND ROOF PLAN C3.00 OVERALL GRADING&PAVING PLAN A3.02 PICNIC SHELTER REFLECTED CEILING PLAN mmwNe d `"E C3.01 GRADING&PAVING PLAN A3.03 PICNIC SHELTER EXTERIOR ELEVATIONS 1 Y C3.02 GRADING&PAVING PLAN A3.04 PICNIC SHELTER SECTIONS m h C3.03 GRADING&PAVING PLAN A4.01 RESTROOM FLOOR AND ROOF PLAN nemwNe, C3.10 PAVING DETAILS A4.03 RESTROOM EXTERIOR ELEVATIONS 16mP'"E 1� C3.11 PAVING DETAILS A4.04 RESTROOM SECTIONS N � 1 C3.20 SITE SECTIONS A8.01 EXTERIOR DETAILS C3.21 SITE SECTIONS C4.00 OVERALL STORM DRAINAGE&UTILITY PLAN nsmwNE C4.01 STORM DRAINAGE&UTILITY PLAN S1.1 VICINITY MAP&INDEX STRUCTURAL L NOTES,KEY MAP, C4.02 STORM DRAINAGE&UTILITY PLAN C4.03 STORM DRAINAGE&UTILITY PLAN S1.2 STRUCTURAL GENERAL NOTES C4.10 STORM DRAINAGE DETAILS S1.3 STRUCTURAL S2.1 STRUCTURAL SITE PLAN SITE ADDRESS PROJECT DATA C4.11 STORM DRAINAGE DETAILS VICINITY OF SMOKEY POINT BOULEVARD& EXISTING SITE USE: OPEN GRASS FIELD C4.12 STORM DRAINAGE DETAILS S2.2 FOUNDATION PLANS C4.13 STORM DRAINAGE DETAILS S2.3 ROOF FRAMING PLANS 178TH PLACE NORTHEAST PROPOSED SITE USE: CITY PARK C4.14 STORM DRAINAGE DETAILS S3.1 STRUCTURAL ELEVATIONS&SECTIONS C4.20 STORM PROFILES S4.1 STRUCTURAL DETAILS ARLINGTON, WA PARCEL SIZE: SITE AS SHOWN CONTAINS 78,229 SQUARE C4.21 STORM PROFILES S4.2 STRUCTURAL DETAILS FEET OR 1.7959 ACRES, MORE OR LESS. C5.00 OVERALL WATER&SEWER PLAN C5.03 WATER&SEWER PLAN E0.01 ELECTRICAL LEGEND AND NOTES ZONING: RMD C5.10 WATER&SEWER DETAILS EO.02 ELECTRICAL SCHEDULE&ONE-LINE PARCEL: 31052100302300 C5.20 SEWER PROFILES E1.00 OVERALL ELECTRICAL SITE PLAN C23.00 OVERALL GRADING&PAVING PLAN PHASE 2 E1.01 PARTIAL SITE PLAN C23.03 GRADING&PAVING PLAN PHASE 2 E1.02 PARTIAL SITE PLAN C23.20 SITE SECTIONS PHASE 2 .03 PARTIAL SITE PLAN C24.00 OVERALL STORM DRAINAGE&UTILITY PLAN PHASE 2 EE1.01 ELECTRICAL DETAILS C24.03 STORM DRAINAGE&UTILITY PLAN PHASE 2 C2420 STORM PROFILES PHASE 2 L1.00 OVERALL SITE PLAN L1.01 SITE PLAN ENLARGEMENT Pfan f?eview L1.02 SITE PLAN ENLARGEMENT LEGAL DESCRIPTION L1.03 SITE PLAN ENLARGEMENT City ofAYinglon L2.00 OVERALL PLANTING PLAN ,„,.. LOT 1 OF SNOHOMISH COUNTY SHORT PLAT NO. 229(10-74) RECORDED UNDER AUDITOR'S FILE NO. L2.01 PLANTING PLAN ENLARGEMENT 2363994, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. L2.02 PLANTING PLAN ENLARGEMENT CITY OF ARLIN T'ON L2.03 PLANTING PLAN ENLARGEMENT sullolvc cerA�Tr.terar L2.04 PLANTING SCHEDULE APPROVED SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. L2.05 PLANTING DETAILS DATE e i y3c,,_ _- L2.06 OVERALL SOIL PLAN NO u.�r L3.00 OVERALL IRRIGATION PLAN UNLE. a c , TITLE REPORT REFERENCE: L3.01 IRRIGATION PLAN ENLARGEMENT sUlLL',[' ;!NSPE.1 cR L3.02 IRRIGATION PLAN ENLARGEMENT THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED BY CHICAGO TITLE L3.03 IRRIGATION PLAN ENLARGEMENT COMPANY OF WASHINGTON, COMMITMENT NO. 500138893, DATED JANUARY 12, 2023. THE EASEMENTS L3.04 IRRIGATION LEGEND&NOTES L3.05 IRRIGATION DETAILS jU�,5v2j'� SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. F ceived OCT 0 9 2023 ARCHITECTURAL ABBREVIATIONS ANNOTATION LEGEND GENERAL NOTES -SITE PLAN BUILDING ELEMENT TAGS A. FOR DETAILED SITE INFORMATION,REFER SI CIVIL R UTES O TRAVEL, DRAWINGS. fora L ANGLE FA FIRE ALARM CA OVERALL B. FOR ACCESSIBLE PARKING AND ALL ACCESSIBLE TO EIL AND L REFER S.CIVIL AND & AND FED FURNISHED BY OTHERS OC ON CENTER LANDSCAPE DRAWINGS. AS ANCHOR BOLT FD FLOOR DRAIN O.D. OVERFLOW DRAIN ROOM NAME C. FORALL EXISTING AND PROPOSED EASEMENTS,REFER TO CIVILAND LANDSCAPE DRAWINGS. ACT ACOUSTICAL CEILING TILE FDN FOUNDATION OD OUTSIDE DIAMETER NORTH ARROW 101 ROOM NAME&NUMBER ADD ADDENDUM FE FIRE EXTINGUISHER OFCI OWNER FURNISHED A.F.F. ABOVE FINISH FLOOR FEC FIRE EXTINGUISHER CABINET CONTRACTOR INSTALLED NOTES 1430 NE 651h Street AILS AREA LIGHT STANDARD FF FINISH FLOOR OFOI OWNER FURNISHED OWNER Seatee,WA 98115 NORTH t 206-322-1 T32 ALUM ALUMINUM FFE FINISH FLOOR ELEVATION INSTALLED WS.10 WALL TYPE Tora.lantl ANOD ANODIZED FIN FINISH OH OVERHEAD 11R Sheet List FL FLOOR OPNG OPENING Fore Landscape Architects BC BOTTOM OF CURB FO FACE OF OPP OPPOSITE DIMENSIONAL CONTROL Sheet Number Sheet Name BD BOARD FOC FACE OF CONCRETE OS OUTSIDE 101 DOOR NUMBER BLDG BUILDING FOF FACE OF FINISH A1.01 ARCHITECTURAL SITE PLAN BLKG BLOCKING FOM FACE OF MASONRY PIP POURED IN PLACE A2.01 STAGE FLOOR AND ROOF PLAN B.M. BENCH MARK FOS FACE OF STUD PL PROPERTY LINE �� O WINDOW TYPE A203 STAGE EXTERIOR ELEVATIONS 12859 BM BEAM FRT FIRE RETARDANT TREATED PLAS PLASTER ( 0 t—+— GRIDS . REGISTERED BOT BOTTOM FTG FOOTING PLYWD PLYWOOD \J A2.04 STAGE SECTIONS ARCHITECT BTU BRITISH THERMAL UNIT FURR FURRING PSF PER SQUARE FOOT 0_0" A3.01 PICNIC SHELTER FLOOR AND ROOF PLAN BTWN BETWEEN P CEILING ELEVATION FROM FLOOR LEVELT. PRESSURE TREATED A3.03 PICNIC SHELTER EXTERIOR ELEVATIONS GA GAUGE PVMT PAVEMENT 0 A3.04 PICNIC SHELTER SECTIONS PATRICIA SUSAN SHERMAN C ORC CHANNEL GAL V GALVANIZED CB CATCH BASIN GB GRAB BAR R. RADIUS O ROOF ASSEMBLY TYPE A4.01 RESTROOM FLOOR AND ROOF PLAN CCTV CLOSED CIRCUIT TV GC GENERAL CONTRACTOR R.D. ROOF DRAIN A4.03 RESTROOM EXTERIOR ELEVATIONS STATE OF WASHINGTON CIS CORNERGUARD GL GLASS REF REFERENCE NAME LEVEL DATUM A4.04 RESTROOM SECTIONS C.I.P. CAST IN PLACE GND GROUND REFR REFRIGERATOR ELEVATION O MATERIAL MARK A8.01 EXTERIOR DETAILS CLG CEILING GVP GYPSUM VENEER PLASTER RECII REQUIRED A2.02 STAGE REFLECTED CEILING PLAN PROJECT MANAGEMENT: CLR CLEAR GWB GYPSUM WALL BOARD REV REVISE OR REVISION A3.02 IPICNIC SHELTER REFLECTED CEILING PLAN ROCK PROJECTMANAGEMENT CJ CONTROLJOINT RM ROOM ci� CENTERLINE MARK (425)572-6878 CMU CONCRETE MASONRY UNIT HB HOSE BIB R.O. ROUGH OPENING Revisions LANDSCAPE ARCHITECTURE: CONT CONTINUOUS HC HANDICAP RCP REFLECTED CEILING PLAN FORA LANDSCAPE ARCHITECTS (206)322-1T32 CORR CORRIDOR HDWR HARDWARE ARCHITECTURE: REVISION TAG CS.J CONSTRUCTION JOINT HM HOLLOW METAL SB SMART BOARD SPOT ELEVATION A DYKEMAN ITECT6 CSMT CASEMENT HW HOT WATER Sc SOLID CORE AAA 0 10'-8" 21'-4" 42'-8" CIVIL: s9a161 CT CERAMIC TILE HVAC HEATING,VENTILATION AND SECT SECTION cJAC CTR CENTER AIR CONDITIONING SF SQUARE FOOT JACOBSON CONSULTING ENGINEERS CL CENTERLINE SHTG SHEATHING REVISION CLOUD (206)426.2600 Scale:3/64"=1'-O" ELECTRICALPLUMBING: INSUL INSULATION SHWR SHOWER DRAWING CALLOUT TYPES NORTH METRIX ENGINEERING DEL DOUBLE INT INTERIOR SHT SHEET (425)336.2522 DTL DETAIL SIM SIMILAR STRUCTURAL: DF DRINKING FOUNTAIN JAN JANITOR Si SEISMICJOINT SEATTLE STRUCTURAL PS INC. DIA DIAMETER JT JOINT SM SHEET METAL (206)343-3000 DAG DIAGONAL JET JOST SPEC SPECIFICATION A3.01 1B EXTERIOR ELEVATION CALLOUT DIM DIMENSION SQ SQUARE DISP DISPENSER L LENGTH SS STAINLESS STEEL DN DOWN LAV LAVATORY STD STANDARD 1A DP DAMPROOFING LB LAG BOLT STL STEEL A' DR DOOR LKR LOCKER STOR STORAGE IL.YL DS DOWNSPOUT LS LANDSCAPING STRUCT STRUCTURAL AS 113 INTERIOR ELEVATION CALLOUT DT DRAIN TILE LVR LOUVER SUSP SUSPENDED /r DWG DRAWING \� MAT'L MATERIAL T TEMPERED GLAZING 1C EA EACH MAX MAXIMUM TC TOPOFCURB EF EXHAUSTFAN MB MARKERBOARD TEL TELEPHONE __ EJ EXPANSION JOINT MECH MECHANICAL T&G TONGUE AND GROOVE I� ) SIM EL ELEVATION MED MEDIUM THK THICK CALLOUT ELEC ELECTRICAL MEZZ MEZZANINE TJ TOOL JOINT A101 E.O.S. EDGE OF SLAB MFR MANUFACTURER TP TOP OF PAVEMENT l 1 ENGR ENGINEER MH MANHOLE TYP TYPICAL ` EP ELECTRICAL PANEL MIN MINIMUM TOD TOP OF(MATERIAL) M EQ EQUAL MR MRROR TOP TOP OF PARAPET 7 N EQUIP EQUIPMENT MI SIC MISCELLANEOUS TOS TOP OF STRUCTURE SIM L N ES EACH SIDE MTO MOUNTED A1101 BUILDING SECTION CIDEW EACH WAY MTL METAL UNFIN UNFINISHED EXST EXISTING UNO UNLESS NOTED OTHERWISE (E) EXPANSION NA NOT APPLICABLE C Q EXT EXTERIOR NIC NOT IN CONTRACT VB VAPOR BARRIER G NOM NOMINAL VERT VERTICAL SIM NS NELSON STUD VEST VESTIBULE 1 NTS NOT TO SCALE VFY VERIFY A101 WALL SECTION 0 W/ WITH O WC WATER CLOSET i- WD WOOD — WF WIDE FLANGE SIM U Q WG WIRE GLASS 1 WH WATER HEATER A701 DETAIL SECTION W/O WITHOUT LLI WP WATERPROOFING WT WEIGHT 7 L a L o lO � PICNIC I //�.. I 2: + .; + + + `� \ A3:o1 SHELTER _ .. ✓ I - I I m 1 � �O ■ — a \ \ _ -- z A � PLAY AREA PHASE[L E— [L / ® STAGE a J T GREAT LAWN — — — j x I 1 r ALLEY- } ■ A2.01 - ` A4.01 I ---PHASE Z.v DATE 9/28/23 YO ■ ■ I) \\ _I DRAWN OF CHECKED SG PLAZA _ — _ — —— _ _ -- — _— --` / — � REVISIONS: PERMIT SET 9/28/23 i ■ �, �/ I _, �RESTROOMS1 I� _ � ` sSicD 10/09/23 / -- _ — — ® � � _— — �� � �� � BID SET 10/20/23 i I I -- ---- --- - ------------ � ARCHITECTURAL - -- -------------- -------- ------- - ----- fl SITE PLAN I J ARCHITECTURAL SITE PLAN 178TH PL SE GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. B. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street Sea61e,WA 98115 t 206-322-1732 KEYNOTE LEGEND '°'..land Fore Landscape Architects KEYNOTE I KEYNOTE TEXT 1. SCREEN WALL-REFER TO STRUCTURAL FOR SUPPORT FRAME. 2. COLUMN PER STRUCTURAL,TYP. 3. CONCRETE PAVING-REFER TO LANDSCAPE DRAWINGS. 12859 4. CONCRETE STEPS-REFER TO LANDSCAPE DRAWINGS. REGISTERED 5. ALIGN WITH EDGE OF PAVING. ARCHITECT 6. EDGE OF ROOF ABOVE. 7. RIDGE LINE ABOVE. 8. SCUPPER AND DOWNSPOUT,TYP. PATRICIA SUSAN SHERMAN 9. GUTTER,TYP. STATE OF WASHINGTON 10. EDGE OF PAVING-REFER TO LANDSCAPE DRAWINGS. 2 11. ELECTRICAL OUTLET PER ELECTRICAL,TYP. 2 12. FLOOR BOX PER ELECTRICAL,TYP. Si S2 A2.03 A2.04 S3 S1 S2 A2.03 A2.04 S3 13. LIGHTING CONTROLS EQUIPMENT CABINET PER ELECTRICAL. 14. 1518, X 3 5/8"METAL STUD BEYOND,TYP.(4) PROJECT MANAGEMENT: 1 1 15. STANDING SEAM METAL ROOF RGCK PROJECTMANAGEMENT (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS 8 (206)322-1732 18,-0' 1 B'0„ ARCHITECTURE: 5 DYKEMAN ARCHITECTS 6'-0" 12'-0" 4' 0" (425)259-3161 CIVIL: 2 JACOBSON CONSULTING ENGINEERS _____________t-______ ______ _____________________ ____________________________, (206)426.2600 2'-0" 2'-0" ELECTRICALrPLUMBING: 10 METRIX ENGINEERING (425)336.2822 ;12 STRUCTURAL: SEATTLE STRUCTURAL PS INC. SA —Ii 8 ' a — — °. d— SA — — — — — — — — (206)343-3000 °Q d ° ° - _ > ad. d d 4 ° ° d° 4:12 4:12 / d° - ° Q 4 - lit ❑ ° °d M d° d is a Z N ° 4 4° h° 4 ° d di l}I a O � d D O C4 3 ° e J r d �° d a a ° a U Q 4 ° a °I d � f I s u.i a � ° d �g 1 � 14 ° , J_a Az.oa ° RIDGE — d z � 4 lit d n� � A2.03 4 q ° 4d °.. �, ° � . I a Az.03 4 q ° 2 A2.03 2 A203 00 4 W ° D � r J 14 a ° 4 d �d. O °a I I I I O ° T ° - d 4 ° d❑ 4:12 4:12 13 ° d 1 E 1 d 2 2 DATE 9/8/3 ° 4° I °4 ° DRAWN OF d ° CHECKED SG REVISIONS: d a d PERMIT SET 9/28/23 95%CD 10/09/23 —L ° SB — -- --------_1� -- -----1�-- SB — — — — — — BID SET 10/20/23 II B2 � I 2'-0" 2'-0" TYP. A8.01 3 J 3 STAGE FLOOR AND ROOF PLAN A2.03 8 A2.03 0 m 2'-S" i 9ca16:3,8„-,,-D" A2.01 STAGE FLOOR PLAN 2 STAGE ROOF PLAN NORTH 3I8"=1'-0" 3/8"=1'-0" GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. B. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street S-W.,WA 98115 t 206-322-1732 KEYNOTE LEGEND m.land KEYNOTE KEYNOTE TEXT Fore Landscape Architects 1. COLUMN PER STRUCTURAL,TYP. 2. BEAMS PER STRUCTURAL.STAIN S-1,TYP. 3. TONGUE AND GROOVE DECKING.STAIN S-1,TYP. 12859 4. SCUPPER AND DOWNSPOUT,TYP. REGISTERED 5. GUTTER,TYP. ARCHITECT 6. ELECTRICAL OUTLET PER ELECTRICAL,TYP. 7. LIGHT FIXTURE PER ELECTRICAL,TYP. 8. FLOOD LIGHT PER ELECTRICAL,TYP. PATRICIA SUSAN SHERMAN 9. SECURITY CAMERA PER ELECTRICAL. STATE of wnsHlNciaN 10. FLUSH MOUNTED INFRARED CEILING HEATER.REFER TO ELECTRICAL FOR CONNECTION. PROJECT MANAGEMENT: ROCK PROJECTMANAGEMENT S1 S2 S3 (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS 4 1 (2W)322-1732 ARCHITECTURE: DYKEMAN ARCHITECTS 6 C(425)259-3161 IVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 5 ELECTRICALPLUMBING: METRIX ENGINEERING (425)336.2922 STRUCTURAL: SEATTLE STRUCTURAL PS INC. L (208)343-3000 3 2'-0" 4'-10" 2'1 V! a❑ p \\ TYP. TYP. TYP. w 0 O-� ❑ M Z N 0 tT'P DO° L I I I O 0 l b o U Q LI LLd A2.04 1 z Z II III III � � 0 0 0 06 ❑ Lu m 0 o O o 0 0 DATE 9/28/23 DRAWN OF 9 ❑ CHECKED SG REVISIONS: PERMITSET 9/28/23 95%CD 10/09/23 BID SET 10/20/23 III 41 STAGE REFLECTED 0 r'a" 2'-8" 5'4" CEILING ^PLAN Scala:3/8"=1'-O" A /L. STAGE REFLECTED CEILING PLAN NORTH OL GENERAL NOTES - EXTERIOR ELEVATIONS A. EXTERIOR MATERIAL TYPES-REFER TO MATERIAL LEGEND THIS SHEET. fora B. DOWNSPOUTS SUPPORTS-FOR DOWNSPOUTS UP TO 12'-0"IN LENGTH PROVIDE 2 PREFINISHED METAL STRAPS(TOP AND BOTTOM).12'-0"AND LONGER PROVIDE 3 PREFINISHED METAL STRAPS(TOP,MIDDLE AND BOTTOM). C. EXTERIOR DETAILS-SEE AS SERIES SHEETS. 1430 NE 65th Street Sea61e,WA 98115 t 206-322-1732 1ora.land B, 82 33 BA sB KEYNOTE LEGEND Foro Landscape Architects KEYNOTE I KEYNOTETEXT 1. FRAMING PER STRUCTURAL.STAIN S-1,TYP. �Z�- 6. 2. PLATE PER STRUCTURAL.PAINT P-1,TYP. 3. COLUMN PER STRUCTURAL.PAINT P-1,TYP. 6 4. PRECAST WALL CAP,TYP. 5. STONE VENEER,TYP. 11 STANDING SEAM METAL ROOF PATRICIA SUSAN SHERMAN 11 7. COMPOSITE SIDING,TYP. STATE OF WASHINGTON B. DECORATIVE METAL SCREEN,TYP. 9. TRUSS PER STRUCTURAL.STAIN S-1,TYP. t12-0"A.F.F. 1 10. ELECTRICAL OUTLET PER ELECTRICAL. T.O.COL. 11. SECURITY CAMERA PER ELECTRICAL. PROJECT MANAGEMENT: 2 1 12. FLOOD LIGHT PER ELECTRICAL ROCK 72-687e ROCKT WANAT MANAGEMENT LANDSCAPE ARCHITECTURE: +10'-0" .F.F. 3 FORA LANDSCAPE ARCHITECTS T.O.COA (2W)322-1732 L. ARCHITECTURE: DYKEMAN ARCHITECTS EQ. O" EQ. 'Q. -O. EQ. (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 3 ELECTRICA PLUMBING: 2 METRIX ENGINEERING (425)336.2822 �® 7®' 7 STRUCTURAL: �m�� �/y ���� �� ��em°o- RNA SEATTLE STRUCTURAL PS INC. �pn1� �]����y O�j(a mfL� o� 6 zoe)34a-aoo0 _ LL a 5 /r I I I I I A2 Aa.a1 � M Z N 3 STAGE EXTERIOR ELEVATION-SOUTH 4 STAGE EXTERIOR ELEVATION -WEST m rn 3/8"=1'-0" 3/8"=1'-0" L aQ 5 L O OC UQ z Z S3 S2 S1 SB SA � � O 00 06 w m 1 s o 11 O5 � E EQ. '-a' EQ. s'-O EQ. MATERIAL LEGEND 2 DATE 9/28/23 3 COMPOSITE SIDING 3 DRAWN DF D �° A ® CONCRETE-PRECAST ROOFING CHECKE SG �d® q®®��9g� �@ v a9S �d�� V� �a��� .®ems FY�e 8 REVISIONS: PERMIT SET 9/28/23 CONCRETE-PRECAST SIDING 95%CD 10/09/23 STONE VENEER BID SET 10/20/23 5 MFR:ELDORADO STONE PATTERN:COUNTRY RUBBLE 5 COLOR:COGNAC STAGE EXTERIOR A o1 ELEVATIONS STAGE EXTERIOR ELEVATION - NORTH 2 STAGE EXTERIOR ELEVATION - EAST A2'03 GENERAL NOTES -SECTIONS A. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR CLADDING TYPES AND fora LOCATIONS. KEYNOTE LEGEND 1430.E A98115 SW-3 WA 98115 t 206-322-1]32 KEYNOTE KEYNOTE TEXT f—l-d SB SA 1. FRAMING PER STRUCTURAL.STAIN S-1,TYP. Fore Landscape Arehilecta 2'-0" 1 2'-0" 2. 6"TONGUE AND GROOVE DECKING.STAIN 3-1,TYP. 3. CONNECTION PLATES PER STRUCTURAL.PAINT P-1,TYP. 4. FOOTINGS PER STRUCTURAL,TYP. 12859 REGISTERED ARCHITECT ' B1 A8.01 PATRICIAATESU SAN SHERM INGTONN 1 STATE OF WASHINGTON 2 PROJECT MANAGEMENT: ROCKP2-6878 MANAGEMENT A8.01 425)ND$CAPEAe LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (2HH)322-1]RE ARCHITECTURE: DYKEMAN ARCHITECTS 3 CIVIL: 69-3161 JACOBS Co2O NSULTIN: G ENGINEERS 6-26a ELECTRI UMBING METR XENG NEERING 9 (426)336-282 a� VOO-v 8 STRUCTLIRAL SEATTLE STRUCNRAL PS INC. — � (21M)343-3060 Bz 4 III A8.01 �I11I II111 �I II 1 IIII ll III I III II I1II II III II T11 1 1 II I11 11 III1 I III CI llIIITI IIIIIITI- M Z N DO 2 STAGE LONGITUDINAL SECTION DO 5L L O OC UQ z Z S1 S2 S3 O 00 4 G" 06 B4 ` J A8.01 OPP. �y 2'-0" m 64 O A8.01 12 12 O �a a� 5 �' G O Y 2 �/J (/) I I I DATE 1121123 DRAWN DF CHECKED SG REVISIONS: PERMIT SET 9/28/23 A8o1 95%CD 10/09/23 B2 BID SET 10/20/23 A8.01 SIM. B2 4 A8.01 STAGE SECTIONS 1 I 1 I Ln L1IT R� 1 1 1 1 1 1 STAGE TRANSVERSE SECTION /�A 2'04 3/8"=V-0" GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. 13 DIMENSIONS DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street Seeds,WA 98115 t 206-322-1732 1ora.land Fora Landscape Architects 12859 REGISTERED ARCHITECT KEYNOTE LEGEND PATRI°'"sDSAN INGTONN STATE OF WASHINGTON KEYNOTE KEYNOTE TEXT 1. SCREEN WALL-REFER TO STRUCTURAL FOR SUPPORT FRAME. 2. COLUMN PER STRUCTURAL,TYP. 3. CONCRETE PAVING-REFER TO LANDSCAPE DRAWINGS. PROJECT MANAGEMENT: 4. CONCRETE STEPS-REFERTO LANDSCAPE DRAWINGS. RGCK PROJECTMANAGEMENT (425)572-6878 5. ALIGN WITH EDGE OF PAVING. LANDSCAPE ARCHITECTURE: 6. EDGE OF ROOF ABOVE. FORA LANDSCAPE ARCHITECTS 7. RIDGE LINE ABOVE. (206)322-1732 8. SCUPPER AND DOWNSPOUT,TYP. ARCHITECTURE: 9. GUTTER,TYP. DYKEMAN ARCHITECTS 10. EDGE OF PAVING-REFER TO LANDSCAPE DRAWINGS. (425)259-3161 CIVIL: 11. ELECTRICAL OUTLET PER ELECTRICAL,TYP. 3ACOBSONCONSULTING ENGINEERS 12. FLOOR BOX PER ELECTRICAL,TYP. (206)426.2600 13. LIGHTING CONTROLS EQUIPMENT CABINET PER ELECTRICAL. ELECTRICAUPLUMBING: 14. 1518, X 3 5/8"METAL STUD BEYOND,TYP.(4) METRIX ENGINEERING 15. STANDING SEAM METAL ROOF (425)336.2822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. (206)343-3000 A3.03 A3.03 P1 ^ 1 P2 P1 1 P2 I..L Y3,-0. 10 2 ----------____________i B I i I PA ! DO N 41 1 d. Q 1 4 4 I iF----.R � d °° - - I- Ld I d °d a do i. d ° d d `1 °d d � 4 ° 00 d 1..� ^x I ° °d I W ° ° < - d ° ° ° 4:12 5:12 ° 4 ° - d. A3.03 4 ° d a ° I v 3°° d ° 2 A3.03 A3.03 4 2 A3.03 y L u m d° d J Y E d co d.. 4° ° DATE 9/28/23 d DRAWN OF CHECKED SG a d ° �® °. ° REVISIONS: PERMITSET 9/28/23 13 95%CD 10/09/23 BID SET 10/20/23 I °I I o B2 i A8.01 T- I 3 3 PICNIC SHELTER ° e A3.04 A3.03 ° A3.04 A3.03 FLOOR AND 0 4" 2'-8" 5'-0" ROOF PLAN Scala:3/8 V-O" � A 1 PICNIC SHELTER FLOOR PLAN 2 PICNIC SHELTER ROOF PLAN NORTH 3•� GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. B. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street Seeds,WA 98115 t 206-322-1732 KEYNOTE LEGEND 1era.11Dd Fore Landscape Architects KEYNOTE KEYNOTE TEXT 1. COLUMN PER STRUCTURAL,TYP. 2. BEAMS PER STRUCTURAL.STAIN S-1,TYP. 3. TONGUE AND GROOVE DECKING.STAIN S-1,TYP. 12859 4. SCUPPER AND DOWNSPOUT,TYP. REGISTERED 5. GUTTER,TYP. ARCHITECT 6. ELECTRICAL OUTLET PER ELECTRICAL,TYP. 7. LIGHT FIXTURE PER ELECTRICAL,TYP. 8. FLOOD LIGHT PER ELECTRICAL,TYP. PATRICIA SUSAN SHERMAN 9. SECURITY CAMERA PER ELECTRICAL. STATE of wnsHlNciaN 10. FLUSH MOUNTED INFRARED CEILING HEATER.REFER TO ELECTRICAL FOR CONNECTION. PROJECT MANAGEMENT: ROCK PROJECTMANAGEMENT (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECNRE: DYKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 ELECTRICALrPLUMBING: METRIX ENGINEERING (425)336.2822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. (206)343-3000 P1 7 P2 7'-9" 6-2" 6-2- 1 TYP. \\ TYP. TYP. 6 TYP. 4 TYP N QG N 3 TYP. w 7 Q TYP. 6 TYP. 5 O w � a 10 TYP. w � U Q � z Z a O °° � 06 � 0 .o Oa_ 5 T G O Y O J ^ 0 A3.04 DATE 9/28/23 DRAWN OF CHECKED SG REVISIONS: PERMITSET 9/28/23 95%CD 10/09/23 — — — — — — — — — BID SET 10/20/23 PICNIC SHELTER REFLECTED 2 0 1-4" 2'-8" 5'-41. CEILING PLAN A3.04 PICNIC SHELTER REFLECTED CEILING PLAN Scale:3/B"=1'-0" NORTH A3.02 GENERAL NOTES - EXTERIOR ELEVATIONS A. EXTERIOR MATERIAL TYPES-REFER TO MATERIAL LEGEND THIS SHEET. fora B. DOWNSPOUTS SUPPORTS-FOR DOWNSPOUTS UP TO 12'-0"IN LENGTH PROVIDE 2 PREFINISHED METAL STRAPS(TOP AND BOTTOM).12'-0"AND LONGER PROVIDE 3 PREFINISHED METAL STRAPS(TOP,MIDDLE AND BOTTOM). C. EXTERIOR DETAILS-SEE AS SERIES SHEETS. 1430 NE 65th Street Seeds,WA 98115 t 206-322-1732 Tora.land KEYNOTE LEGEND Fore Landscape A hRecta KEYNOTE KEYNOTE TEXT P1 P2 PA PB 1. FRAMING PER STRUCTURAL.STAIN S-1,TYP. 2. PLATE PER STRUCTURAL.PAINT P-1,TYP. 3. COLUMN PER STRUCTURAL.PAINT P-1,TYP. 12859 REGISTERED 4. PRECAST WALL CAP,TYP. ARCHITECT 5. STONE VENEER,TYP. 6. STANDING SEAM METAL ROOF 7. COMPOSITE SIDING,TYP. 8. DECORATIVE METAL SCREEN,TYP. PATRIC IA SUSAN SHERMAN ®ap�"�� �D�°p�" � ��Qap� � ®ap� � �uDm®ap�,q°��� �eft—, ��"� 9. TRUSS PER STRUCTURAL.STAINS-1,TYP. STATE of WASHINGTON to°� sa qe�° •®tee® oe�a�° �g oe�a��p��g see®� •�® �Q �° �� �0 10. ELECTRICAL OUTLET PER ELECTRICAL. ' +��° a11SECURITY CAMERAPER ELECTRICAL. WWI° � B. �Bv B.@�v 12, FLOOD LIGHT PER ELECTRICAL PROJECT MANAGEMENT: ROCKP MANAGEMENT 2-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1]RE ARCHITECTURE: DYKEMAN ARCHITECTS 6 (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 ELECTRICAUPLUMBING: +7'-O"A.F.F. /�i7'-O"A.F.F. : M25)33 ENGINEERING T.O.COL OT.O.COL. laz5>a36.2822 STRUCTURAL: 9 1 1 SEATTLE STRUCTURAL PS INC. 2'-D„ (20)M3-3000 2 2 2 3 3 4 4 L.f_ 5 5 in J /L 1 M Z N 00 PICNIC SHELTER EXTERIOR ELEVATION -SOUTH PICNIC SHELTER EXTERIOR ELEVATION -WEST rn 4 / 3/8"=T-O" � Q 5 3: L 0 C UQ z PB PA z a ^0^ 00 L.L 06 I I W m o I I T V J (n 6 MATERIAL LEGEND •" COMPOSITE SIDING DATE 1121123 +T-0"A.F.F. +7'-0"A.F.F. T.O.COL T.O.COL R DRAWN DF 9 1 \ 1 CHECKED SG \\ �J CONCRETE-PRECAST ROOFING 2 2 2 REVISIONS: 3 PERMITSET 9/28/23 3 CONCRETE-PRECAST SIDING 95%CD 10/09/23 4 4 STONE VENEER BID SET 10/20/23 MFR:ELDORADO STONE 5 5 PATTERN::COUNTRY RUBBLE COLOR:COGNAC PICNIC SHELTER EXTERIOR ELEVATIONS PICNIC SHELTER EXTERIOR ELEVATION-NORTH 2 PICNIC SHELTER EXTERIOR ELEVATION - EAST A3.03 11 =1'-0" 3/8"=1'-O" GENERAL NOTES -SECTIONS A. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR CLADDING TYPES AND fora LOCATIONS. et KEYNOTE LEGEND 8 ads,30 A98115 SW-3 WA 98115 t 206-322-1 T32 KEYNOTE KEYNOTE TEXT f—l-d 1. FRAMING PER STRUCTURAL.STAIN 3-1,TYP. Fore Landscape ArehRects 2. 6"TONGUE AND GROOVE DECKING.STAIN 3-1,TYP. 3. CONNECTION PLATES PER STRUCTURAL.PAINT P-1,TYP. 4. FOOTINGS PER STRUCTURAL,TYP. 12859 REGISTERED 1 ARCHITECT PA A3.04 PB PATRIC IA SUSAN SHERMAN STATE OF WASHINGTON 1 TYP. rPROJECT �01 PROJECT MANAGEMENT: B1 OJECTMANAGEMENT A8.01 LNDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECNRE: DYKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 ELECTRICALPLUMBING: METRIX ENGINEERING • 2 TYP. (425)336.2822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. (208)343-3000 3 TYP. ( 4 TYP. 1..� L N DO PICNIC SHELTER LONGITUDINAL SECTION rn 5L L 0 C LUQ 2 1 z P1 A3.04 P2 06 11 m -12�5 1 1j�1 � ' I 12 � p 2'-0" 47 c/ DATE 9/28/23 3 DRAWN DF CHECKED SG A3 OPP. A3 REVISIONS: A8.01 A8.01 PERMITSET 9/28/23 95%CD 10/09/23 BID SET 10/20/23 AS 01 4 PICNIC SHELTER SECTIONS PICNIC SHELTER TRANSVERSE SECTION A3.04 GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. B. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street SeaHle,WA 98115 t 206-322-1732 1ora.land KEYNOTE LEGEND Fore Landscape Archtects KEYNOTE KEYNOTETEXT 1. PREFAB CONCRETE WALL,TYP. 2. BATHROOM FIXTURES AND ACCESSORIES PROVIDED BY BUILDING MANUFACTURER,TYP. 12859 REGISTERED 3. PROVIDECAPPED DRAIN CONNECTION FOR FUTURE FIXTURE INSTALLATION ARCHITECT 4. PROVIDE HOT AND COLD STUB OUTS FOR FUTURE FIXTURE INSTALLATION 5. PROVIDE HOT AND COLD STUB OUTS AND DRAIN CONNECTION FOR FUTURE FIXTURE INSTALLATION 6. BOTTLE FILLING STATION BI-LEVEL PEDESTAL WITH PET STATION PATRICIA SUSAN SHERMAN 7. FIBERGLASS DOOR WITH LOUVER PROVIDED BY BUILDING MANUFACTURER STATE of WASHINGTON 8. OVERHEAD DOOR PROVIDED BY BUILDING MANUFACTURER 9. EDGE OF ROOF ABOVE 0. PREFAB CONCRETE ROOF R1 R2 A403 R3 R4 R1 R2 g4.03 R3 R4 11.12. ELECTRICALL ELECTRICAL OUTLETER PERER ELECTRICAL TRICAL PROJECT MANAGEMENT: 13. ELECTRICAL PANEL PER ELECTRICAL ROCK PROJECT MANAGEMENT LANDSCAPE ARCHITECTURE: 17•_2^ 10 FORA LANDSCAPE ARCHITECTS (CHITS 2-1]32 RE ARCHITECTURE: EQ EQ 12 DYKEMAN ARCHITECTS (426)269-3161 RA JAC OBSON C: 02O NSULTIN: G ENGINE ERS (426 824 (20)426.260 ....... ______________ _8__ ______________________ CIVIL. ELECTRICALIPLUMBING d METRIX ENGINEERING TRUMIRAL SEATTLE STRUCNRAL PS INC. (28)4300 I I ° d n ° ° 13 ° ° STORAGE d d 1 I ROOM i d - °� ° � - ° e d - LV EQ EQ ° d'e °. I e- I d: I I I 4 3 I I a ° I° I 5 7 d d I d ° d I I ° II ,a Z d ° DO C Q I d J do d U Q 7:12 d 7:12° B ° TOILET ROOM TOILET ROOM a - ° tJ ° . I � SERVICE ° Ld d d I - ACCESS °d d z ° a n ° A4.03 4 ^� 2 2 A4.03 A4.03 4 ° I ° A ° d_ 2 A4.03 d Od ed I � r da ° _ _ ° — — — — RC — —Ll ---4 - ,I° ° ° I °dl d° d _ d- _ / > A Li j m I 1 1 1 _ I d d ° C d. °d d d O T I d I I Y I TOILET ROOM TOILET ROOM 0 U) °d d I I ° ° ° °aa- DATE /28/23 d ° FIF L-6 d d DRAWN OF° d a -° ° d•° °A - - CHECKED SG I RD li— O O -d- °— — ° -o-- — REVISIONS: ° d d ° d° PERMIT SET 9/28/23 ° e° ° d 1 ° I ° d ° ° e d° 95%CD 10/09/23 I 6'-51/2" 4'-3" BID SET 10/20/23 O O 2 A4.03 A4.03 RESTROOM A4 D4 FLOOR AND 0 1'4" 2'-B" 5'41. ROOF PLAN RESTROOM FLOOR PLAN 2 RESTROOM ROOF PLAN NORTH O 3/8"=1'-0" GENERAL NOTES - EXTERIOR ELEVATIONS A. EXTERIOR MATERIAL TYPES-REFER TO MATERIAL LEGEND THIS SHEET. fora B. DOWNSPOUTS SUPPORTS-FOR DOWNSPOUTS UP TO 12'-0"IN LENGTH PROVIDE 2 PREFINISHED METAL STRAPS(TOP AND BOTTOM).12'-0"AND LONGER PROVIDE 3 PREFINISHED METAL STRAPS(TOP,MIDDLE AND BOTTOM). C. EXTERIOR DETAILS-SEE AS SERIES SHEETS. 1430 NE 65th Street Seeds,WA 98115 t 206-322-1732 Tora.land KEYNOTE LEGEND Fora Landscape A hRecta KEYNOTE KEYNOTE TEXT 1. PREFAB CONCRETE WALL,BOARD AND BATTEN TEXTURE 2. PREFAB CONCRETE ROOF,STANDING SEAM TEXTURE R1 R2 R3 R4 RA RB RC RD 3. -NOT USED- 12859 REGISTERED 4. FIBERGLASS DOOR WITH LOUVER PROVIDED BY BUILDING MANUFACTURER,TYP. ARCHITECT 5. OVERHEAD DOOR PROVIDED BY BUILDING MANUFACTURER 6. ELECTRICAL OUTLET PER ELECTRICAL 7. ELECTRICAL METER PER ELECTRICAL 8. SECURITY CAMERA PER ELECTRICAL PATRIC IA SUSAN SHERMAN - 9. PREMANUFACTURED GUTTER AND DOWNSPOUT.COLOR AS SELECTED BY STATE OF WASHINGTON pII ARCHITECT.REFER TO CIVIL FOR DRAINAGE 7r12_ a ° e _ _ PROJECT MANAGEMENT: �o'n �� - . . �< ROCK PROJECTMANAGEMENT LANDSCAPE ARCHITECTURE: (425)572-6878 d 2 a a e - 2 FORA LANDSCAPE ARCHITECTS !I- Il IP (206)322-1732 °4 a ARCHITECTURE: e - DYKE AN A6RCHITECTS d e e CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 ELECTRICAL/PLUMBING: METRIX ENGINEERING (425)336.2822 STRUCTURAL: d - _ ° 9 d \ -_ _ \ a SEATTLE STRUCTURAL PS INC. (206)M3-3000 6 \ 41 °. 4 a d - -°d °. - —�/ M Z N 3 RESTROOM EXTERIOR ELEVATION —SOUTH 4 RESTROOM EXTERIOR ELEVATION—WEST 0)rn 3/8"=1'-0" L aQ 5 L O OC UQ z Z O00 R4 R3 R2 R1 RD RC RB RA 06 �12_ ° 2 MATERIAL LEGEND d F-6"A.F.F.n a e T.O.PLATE COMPOSITE SIDING DATE 9/28/23 e 9 e 1 2 DRAWN OF 7 d / d CHECKED SG d / 1 CONCRETE-PRECAST ROOFING - REVISIONS: PERMITSET 9/28/23 d / ° / CONCRETE-PRECAST SIDING a� 95%CD 10/09/23 21 STONE VENEER BID SET 10/20/23 7 MFR:ELDORADO STONE nd \ -°d ° \ - \ PATTERN::COUNTRY RUBBLE °d a e d e a e d° 5 _e d ° °d Eg d o ° e d° ° °d 4 COLOR:COGNAC RESTROOM ° e EXTERIOR ELEVATIONS RESTROOM EXTERIOR ELEVATION — NORTH 2 RESTROOM EXTERIOR ELEVATION —EAST A4.03 3/8"=1'-0" GENERAL NOTES -SECTIONS A. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR CLADDING TYPES AND fora LOCATIONS. KEYNOTE LEGEND 1430.E A98115 SW-3 WA 98115 t 206-322-1]32 KEYNOTE KEYNOTE TEXT Tom.land 1. PREFAB CONCRETE WALL,TYP. Fore Landscape Arehilecta 2. PREFAB CONCRETE ROOF. 3. FIBERGLASS DOOR WITH LOUVER PROVIDED BY BUILDING MANUFACTURER,TYP. 4. MODULAR UNIT SLAB. 5. OVERHEAD DOOR PROVIDED BY MANUFACTURER. 6. DRINKING FOUNTAIN PROVIDED BY MANUFACTURER. 12859 REGISTERED �RA) A4104 RB RC RD ARCHITECT PATRIC IA SUSAN SHERMAN STATE OF WASHINGTON PROJECT MANAGEMENT: d ® ° na ROCKP MANAGEMENT 2-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS gj � in a (206)3221732 ARCHITECTURE E DYKEMAN ARCHITECTS (425)259 3161 CIVIL: JACOBS CONSULTING ENGINEERS °'d d 26-2.2600 ° ELECTRIECTIRICAL/PLUMBING: d METRIX ENGINEERING na d d (425)336.2822 STRUCTURAL: d d .d - \ 2 SEATTLE STRUCTURAL PS INC. n \\ ° n \\ \ (208)343-3000 n \ d \ \ a d n ° nd d jo A d I I I IIITi I�Ti 111-111111111111111111111111111111111 I I III I I I III I I I III I I I III I I I III IT1111T1111111111111111111111111111111111111111�11111111�11111111111 � N Z � 2 RESTROOM LONGITUDINAL SECTION rn 5L L O OC UQ z Z R1 A404 R2 R3 R4 O 00 DES � 2: I I I I W 0° d° 0 ld n O T ° GCn (E d , DATE 9/28/23 d° ° DRAWN OF Q 2 CHECKED SG 64 1 d REVISIONS: 1 ° ul PERMITSET 9/28/23 - 95%CD 10/09/23 BID SET 10/20/23 a d n °Id °d h n 2 RESTROOM SECTIONS II III II �III�III III III III III III II III III III III III III III I III 11 ICI IS I IS III I III III I III III I II II 1 III III I a a a a III A4.04 RESTROOM TRANSVERSE SECTION fora tre SeaHle,WA 98115 t 206-322-1732 1ora.1and Fore Landscape Architects 22859 REGISTERED ARCHITECT 444� STATE OF WASHINGTON PROJECT MANAGEMENT: ROCK PROJECTMANAGEMENT (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (2W)322-1732 ARCHITECTURE: RIVER ROCK PANEL DYKEMAN ARCHITECTS (425)259-3161 MFR:ELDORADO STONE 6" CIVIL: PATTERN:COUNTRY RUBBLE JACOBSON CONSULTING ENGINEERS COLOR:COGNAC (206)426.2W LATH 22GA.EAVE FLASHING,JTS: ELECT IX ENGAUP UMBING METRIX ENGINEERING ( FLASHING PER MFR. (425)336.2822 10'-O"O.C. STRUCTURAL: MORTAR SCRATCH COAT 2X10 FASCIA BOARD SEATTLE STRUCTURAL PS INC. MORTAR JOINT 3/4' STANDING SEAM METAL (20)343-3000 STANDING SEAM METAL ROOF ROOF (2)LAYERS WRB SELF ADHERED 2X RAFTERS BEYOND PER EXTERIOR GRADE VERTICUNDERAL MENTWOOD WRAPPING 4"@SIM VERTICAL WOOD SUB- STRUCTURAL SHEATHING,MAINTAIN 1" 4" MIN.ABOVE CONCRETE FASCIA RAFTERS PER STRUCTURAL, ILY` COLUMN PER STRUCTURAL PROVIDE(6)1"DIAMETER SELF ADHERED VENT HOLES AT EACH UNDERLAYMENT,RUN OVER °4 WEEP SCREED OR DRIP RAFTER PER BAY FASCIA FLASHING - SCREED SEAMLESS GUTTER,22GA. PLYWOOD SHEATHING PER 24GA.PREFINISHED RAKE - FLASHING W/SEALANT COLOR AS SELECTED BY STRUCTURAL FLASHING - ARCHITECT,TOP STRAPS: JOIST BEYOND PER 18GA.X 1 1/2"AT 2'-O"O.C. STRUCTURAL CONT.22GA.METAL CLEAT FASTENED WITH SS RIVETS 1X6 T&G DECKING z a — 1/2"PLYWOOD SHEATHING N L 1X6 T&G DECKING 0) A Q 4 314" ill'. O 0 C UQ B1 ROOF RAKE Q� LUMN BASE Q� GUTTER ��SINGLE-SIDED RIDGE z 3"=T-0" `u L/ 3"-1'-0" U J 6"=1'-0" V till„=1•_0" 7 a FLASHING PER MFR. �-� L_ L 2X10 FASCIA BOARD 0 STANDING SEAM METAL ROOF ti SELF ADHERED UNDERLAYMENT WRAPPING VERTICAL WOOD SUB-FASCIA 24 GA.METAL CAP 06 PLYWOOD SHEATHING PER HSS PER STRUCTURAL STRUCTURAL COMPOSITE SIDING STANDING SEAM METAL ROOF 2X HEADER PER STRUCTURAL 1/2"PLYWOOD SYNTHETIC UNDERLAYMENT W m 2X RAFTERS PER STRUCTURAL, PROVIDE(; DIAMETER VENT SELF ADHERED UNDERLAYMENT .� HOLES AT EACH RAFTER PER BAY HSS PER STRUCTURAL 1/2"PLYWOOD SHEATHING O 1/Z2 PLYWOOD SHEATHING WOOD TRIM,PAINT TO O 2"CONTINUOUS VENT MATCH COMPOSITE SIDING 2X RAFTERS BEYOND PER >' STRUCTURAL,PROVIDE(6)1'DIAMETER (1) lX6 T&G DECKING VENT HOLES AT EACH RAFTER PER BAY Y O SELF ADHERED PRESTRIP WRAPPING OVER VERTICAL WOOD SUB-FASCIA WOOD TRIM,PAINT TO 22GA.EAVE FLASHING DATE 9/28/23 24"H X 36"W ART PANEL MATCH COMPOSITE SIDING HSS PER STRUCTURAL 24 GA PREFIN.FASCIA,MATCH DRAWN DF a COMPOSITE SIDING BOTTOM EDGE OF RAKE FLASHING CHECKED SG 1/2"PLYWOOD 22GA.GUTTER ASSEMBLY,REFER � TO DETAIL B3IA8.01 REVISIONS: PRECAST CONCRETE CAP RIVER ROCK PANEL 2X WOOD SUB-FASCIA W/BOTTOM PERMIT SET 9/28/23 MFR:ELDORADO STONE EDGE PRIMED AND PAINTED 95%CD 10/09/23 PATTERN:COUNTRY RUBBLE 1/2"PLYWOOD SHEATHING 26 GA.METAL FLASHING PLYWOOD SHTG.PER STRUCT. COLOR:COGNAC BID SET 10/20/23 2"CONTINUOUS VENT 2X RAFTERS BEYOND PER - L CONTINUOUS CLEAT STRUCTURAL,PROVIDE(6)1" DIAMETER VENT HOLES AT 1 518"X 3 518"METAL STUDS, EACH RAFTER PER BAY LOCATION PER PLAN ill"PLYWOOD SHEATHING STEEL COLUMN PER STRUCTURAL EXTERIOR lX6 T&G DECKING DETAILS 2"CONTINUOUS VENT A801 SIM. Al PICNIC SHELTER CLERESTORY A2 PARTITION WALL AT STAGE A3 ROOF EAVE/GUTTER ~�'O 1 1/2"=1'-0" 3"=V-0" BUILDING CODE CONSTRUCTION JOINTS EPDXY ADHESIVE fora ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING ALL CONSTRUCTION JOINTS SHALL BE KEYED IN ACCORDANCE WITH EPDXY ADHESIVE FOR CONCRETE SHALL BE AS FOLLOWS: CODE. THE PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON THE SIMPSON STRONG TIE"SET XP EPDXY ADHESIVE"(ESR 02508),HILTI 1430 NE 65th Street AND STANDARDS AND ARE REFERENCED BY THE BASIC DESIGNATION. STRUCTURAL DRAWINGS OR,AT THE CONTRACTORS OPTION,SHALL BE "HIT-HY 200 A"(ESR#3187),HILTI"HIT-RE 500 V3 EPDXY ADHESIVE Seattle.WA 98115 IN THE CASE OF CONFLICTING REQUIREMENTS,THE BUILDING CODE INTENTIONALLY ROUGHENED IN ACCORDANCE WITH THE FOLLOWING: ANCHOR SYSTEM"(ESR#3814),OR APPROVED EQUAL. f:fora.land 2-1732 .land SHALL GOVERN. THE SURFACE OF ROUGHENED JOINTS SHALL BE SAND BLASTED OR Foro Londscape ROUGHENED WITH A CHIPPING HAMMER TO EXPOSE THE AGGREGATE STRUCTURAL STEEL PICNIC SHELTER Architects APPLICABLE CODES AND STANDARDS EMBEDDED IN THE PREVIOUS POUR. THE EXPOSED AGGREGATE SHALL PROTRUDE A MINIMUM OF%INCH. ALL SURFACES OF CONSTRUCTION ALL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS SPECIFIED STAGE BUILDCODEING "INTERNATIOAMENDED BYNAL THE STATIE OF WASHINGTONIB EDITION,AS JOINTS SHALL BE CLEANED BEFORE NEW CONCRETE IS PID LAITANCE REMOVED.ACED,ALL CONSTRUCTION JOINTS IMMEDIATELY OTHERWISE ON DRAWING: — �ahyv a ek ACI 318 AMERICAN CONCRETE INSTITUTE"BUILDING CODE SHALL BE WETTED AND STANDING WATER REMOVED. THE REQUIREMENTS FOR STRUCTURAL CONCRETE"(ACI 318- CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATION OF ALL ANGLES AND CHANNELS ASTM A36,Fy=36 ksi L 14) CONSTRUCTION JOINTS TO THE ENGINEER FOR ACCEPTANCE PRIOR TO -5;iACI AMERICAN CONCRETE INSTITUTE"BUILDING CODE STARTING FORMWORK. WATERSTOPS SHALL BE INSTALLED AND RECTANGULARISQUARE HSS ASTM A500 GRADE B,Fy=46 ksi 4e,`oJao�>s° 29 530/530.1 REQUIREMENTS FOR MASONRY STRUCTURES"(ACI PROTECTED AT ALL CONSTRUCTION JOINTS AT OR BELOW GRADE m ��°8ij°nuL10 530/530.1-13) WHERE WATER INTRUSION CAN OCCUR. ALL OTHER STEEL ASTM A572,Fy=50 ksi rL AISC 360 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, ASTM A36,Fy=36 ksi(When specdied _ PROJECT MANAGEMENT: REINFORCING STEEL as A36) ROCK PROJECT MANAGEMENT "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" (425)672-8878 RISC 360-10 LANDSCAPE ARCHITECTURE: ( ) ALL REINFORCING SHALL BE NEW BILLET STOCK ASTM A615,GRADE 60. BOLTS ASTM A325 FORA LAND SCAPEARCHITECTS (208)322-1732 AISC 341 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, BARS SHALL BE SECURELY TIED IN PLACE WITH#16 DOUBLE-ANNEALED ARCHITECTURE: "SEISMIC PROVISIONS FOR STRUCTURAL STEEL IRON WIRE. BARS SHALL BE SUPPORTED ON ACCEPTABLE NOW WOOD CONNECTION BOLTS ASTM A307 DYKEMAN ARCHITECTS BUILDINGS"(AISC 341-10) CORRODIBLE CHAIRS. REINFORCING STEEL SHALL BE DETAILED IN CIVIL: J 593181 AC AISC "STEEL CONSTRUCTION MANUAL",14TH EDITION AND ACCORDANCE WITH THE ACI 315"MANUAL OF STANDARD PRACTICE ANCHOR RODS ASTM F1554 GR 55 N ACOBSON CONSULTING ENGINEERS "SEISMIC DESIGN MANUAL",2ND EDITION FOR DETAILING OF REINFORCED CONCRETE STRUCTURES." ELECTR 8-280° ECTRICAUPLUMBING: ENG AISI S100 AMERICAN IRON AND STEEL INSTITUTE,"SPECIFICATION CONTRACTOR SHALL COORDINATE REINFORCING STEEL PLACEMENT METR 36-282 NEERING DETAILS AND PROVIDE TEMPLATES FOR PLACING STEEL IN CONGESTED STRUCTURAL STEEL AND CONNECTIONS SHALL BE PAINTED WITH AN STRUCTURAL: FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL AREAS AS NECESSARY. APPROVED ZINC-RICH PAINT.BOLTS SHALL BE HOT-DIPPED S43 STRUCTURAL PS INC. MEMBERS"(AISI S100-12). z06)51 343-38°o GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM A123 AND ASCE 7 AMERICAN SOCIETY OF CIVIL ENGINEERS,"MINIMUMLAP ALL REINFORCING BARS AS NOTED ON THE DRAWINGS. DESIGN LOADS FOR BUILDINGS AND OTHER MECHANICAL OR WELDED BUTT SPLICES SHALL BE U D R USED SUBJECT TO BELOW THE REQUIRED ZINC THICKNESS,BEFORE OR AFTER REMOVAL STRUCTURES"(ASCE 7-16) ENGINEER'S APPROVAL. MECHANICAL SPLICES SHALL DEVELOP 125% OF ANY HIGH SPOTS,SHALL BE REPAIRED IN ACCORDANCE WITH ASTM KEY PLAN NTS 1 ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS OF THE SPECIFIED YIELD STRENGTH OF THE SPLICED BARS IN BOTH A780. AWS AMERICAN WELDING SOCIETY C2.23-2003"SPECIFICATION TENSION AND COMPRESSION,UNLESS NOTED OTHERWISE, SITE LOCATION C2.23 FOR THE APPLICATION OF THERMAL SPRAY COATINGS STRUCTURAL STEEL WELDING Q (METALLIZING OF ALUMINUM,ZINC AND THEIR ALLOYS IF WELDING OF REINFORCING IS REQUIRED,IT SHOULD BE OBSERVED 34th Dr NE 179th PI r a, AND COMPOSITES FOR THE CORROSION PROTECTION OF AS DEFINED IN IBC SECTION 1704.4,WITH PARTICULAR EMPHASIS ON ALL WELDING SHALL BE DONE BY AWS/WABO(WASHINGTON STATE STEEL" JOINT CONFIGURATION,SUITABILITY OF LOW HYDROGEN ELECTRODES, ASSOCIATION OF BUILDING OFFICIALS)CERTIFIED WELDERS AND IN 179th St NE 17903 Smokey Point Blvd, 6 ` AWS D1.1 AMERICAN WELDING SOCIETY D1.1-2004"STRUCTURAL PREHEAT AND INTERPASS TEMPERATURE,AND INTERPASS SLAG ACCORDANCE WITH AWS D1.1. WELDS SHOWN ON THE DRAWINGS ARE w Arlington,WA 98223 .5 r WELDING CODE-STEEL" REMOVAL. WELDING PROCEDURES SHALL CONFORM TO AWS DI A. ALL THE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES, 0i `°"` AWS D1.3 AMERICAN WELDING SOCIETY D1.3-08"STRUCTURAL WELDING OF REINFORCING STEEL SHALL BE DONE BY AWS/WABO BASED ON PLATE THICKNESS.THE MINIMUM WELDING SHALL BE 3/16 s g (WASHINGTON STATE ASSOCIATION OF BUILDING OFFICIALS)CERTIFIED INCH.ALL PARTIAL PENETRATION GROOVE WELD SIZES SHOWN ON THE °ti m cM WELDING CODE-SHEET STEEL" WELDERS. DRAWINGS REFER TO EFFECTIVE THROAT THICKNESS. F z N N 177th PI NE AWS D1.4 AMERICAN WELDING SOCIETY D1.4-11"STRUCTURAL CO WELDING CODE-REINFORCING STEEL" REINFORCING STEEL MATERIALS ALL WELDS SHALL BE MADE USING LOW-HYDROGEN ELECTRODES WITH 0) AWS A2.4 AMERICAN WELDING SOCIETY A2.4-12"SYMBOLS FOR MINIMUM TENSILE STRENGTH=70 KSI.LOW HYDROGEN SMAW Q WELDING AND NON-DESTRUCTIVE TESTING" DEFORMED BARS ASTM A615,GRADE 60 ELECTRODES SHALL BE USED WITHIN 4 HOURS OF OPENING THEIR 7 76th PI NE 176th PI NE SMOOTH WELDED WIRE ASTM A185(Fy=65 ksi) HERMETICALLY SEALED CONTAINERS,OR SHALL BE REDRIED PER AWS KIDS NATIONAL DESIGN SPECIFICATION FOR WOOD FABRIC D.1.1,SECTION 5.3.2.1.ELECTRODES SHALL BE REDRIED NO MORE THAN o CONSTRUCTION,2015 EDITION DEFORMED WELDED WIRE ASTM A497(Fy=70 ksi) ONE TIME,AND ELECTRODES THAT HAVE BEEN WET SHALL NOT BE API NE FABRIC USED. O 0 CONCRETE EPDXY COATED ASTM A775 w DEFORMED BARS TO BE ASTM A706,GRADE 60 z WELDED OR SPECIFIED s Ao 11 UQ � MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF ©A, "0I"n Pei 'rOkeyPoint Dr 174th PI NE Z MATERIALS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. PROPORTIONS OF AGGREGATE TO CEMENT SHALL PRODUCE DENSE, MINIMUM CAST-IN-PLACE CONCRETE COVER OVER REINFORCING z N WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR STEEL,UNLESS NOTED OTHERWISE,SHALL BE AS FOLLOWS: EXCESS FREE SURFACE WATER. ALL CONCRETE,INCLUDING SLABS ON ® O 00 GROUND,SHALL HAVE AN ACCEPTABLE WATER-REDUCING ADMIXTURE ADDED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS,ALL CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: n CONCRETE WALKS AND PAVEMENTS EXPOSED TO THE WEATHER ALL BAR SIZES 3 INCHES �+ otS SHALL CONTAIN AN ACCEPTABLE ADMIXTURE TO PRODUCE 4 TO 6 PERCENT ENTRAINED AIR. CONCRETE EXPOSED TO EARTH OR WEATHER: VICINITY MAP 2 #6 BAR AND LARGER 2 INCHES NITS m MAXIMUM SIZE OF AGGREGATE SHALL BE 1-1/2 INCHES,BUT MAXIMUM #5 BAR,W31 OR D31 WIRE 1Y2INCHES W T SIZE OF AGGREGATE SHALL NOT BE MORE THAN THREE-QUARTERS OF AND SMALLER Y C THE CLEAR DISTANCE BETWEEN REINFORCING BARS. O PROVIDE L-SHAPED CORNER BARS AT ALL WALL AND FOOTING a- MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER AND THE CITY CORNERS AND INTERSECTIONS UNLESS NOTED OTHERWISE. MATCH SI A GENERAL NOTES,KEY PLAN,VICINITY MAP&INDEX O OF ARLINGTON DEPARTMENT OF CONSTRUCTION AND INSPECTIONS HORIZONTAL REINFORCING BAR SIZE AND QUANTITY.LAP 50 BAR S1.2 GENERAL NOTES Y FOR ACCEPTANCE PRIOR TO USE.MAXIMUM WATER-TO-CEMENT RATIO 0 DIAMETERS. S1,3 ABBREVIATIONS AND SLUMP SHALL BE AS FOLLOWS FOR VARIOUS CONCRETE E STRENGTHS(fc)BASED ON STANDARD 28-DAY CYLINDER TESTS WHEN S2.1 SITE PLAN STRENGTH DATA FROM TRIAL BATCHES OR FIELD EXPERIENCE ARE DRILLED-IN-CONCRETE ANCHORS(DICAI S2.2 FOUNDATION PLANS S2.3 ROOF FRAMING PLANS NOT AVAILABLE. ACCEPTABLE DRILLED-IN-CONCRETE ANCHORS OF SIZE,NUMBER AND S3.1 ELEVATIONS AND SECTIONS SPACING AS SHOWN ON THE DRAWINGS SHALL BE AS FOLLOWS: S4.1 DETAILS DATE 9/15/23 CONCRETE MIX SPECIFICATION FOR CONCRETE: SIMPSON STRONG-TIE STRONG-BOLT 2 WEDGE S4.2 DETAILS DRAWN LOCATION fc NORMAL MAX W/C RATIO MAXIMUM ANCHORS(ESR#3037),HILTI KWIK BOLT TZ CONCRETE ANCHORS(ESR CHECKED WEIGHT OR SLUMP #1917),ITW REDHEAD TRUBOLT CARBON STEEL WEDGE ANCHORS(ESR REVISIONS: LIGHTWEIGHT NON-AIR AIR #2427),POWERS FASTENERS POWER-STUD+SD2 CONCRETE ANCHOR ... PERMIT SET 9/28/23 CONCRETE ENTRAINED ENTRAINED (ESR#2502).OR APPROVED EQUAL. Plan Review 95%CD 10/09/23 (PSI) (IN) By NON-SHRINK GROUT FOR BASE PLATES City of Arlington BID SET 10/20/23 SPREAD 4000 NWC 0.44 --- 5 APPROVED GROUTS INCLUDE:MASTER BUILDER'S"MASTER FLOW 928", FOOTINGS SIKA CORPORATIONS"SIKAGROUT 212,"BURKE COMPANY'S (Tf'L'Y OF ARIAN(,TON "NONFERROUS NONSHRINK GROUT,"OR APPROVED EQUAL. GROUT Bu11D!! ,a I7L'1N I"IE.NT GENERAL NOTES, SHALL BE MIXED,APPLIED AND CURED STRICTLY IN ACCORDANCE WITH APPROVED THE MANUFACTURER'S PRINTED INSTRUCTIONS. DATE Pv �� KEY PLAN, NG .(r '_-. VICINITY MAP& BUILUI,�(, P.SF LCY�,i4 S1.1 GENERAL NOTES NITS 6 INDEX X"=V-0" 3 CARPENTRY STRUCTURAL DESIGN DATA EPDXY ANCHORS,DRILLED-IN INSTALLATION PER INTERNATIONAL DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CODE CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE SHALL B CONCRETE ANCHORS INDICATED,BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, LOADS(DEAD LOAD/SUPERIMPOSED DEAD LOAD/LIVE LOAD) COUNCIL(ICC)EVALUATION SERVICE SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO folra LATESTT EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: WITH STANDARD GRADING RULES FOR WEST COAST LUMBER, SHALL BE IN ACCORDANCE WITH THE LOAD MAP REPORTS REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL DI 2x,4x DOUGLAS-FIR SELECT STRUCT,Fb=1600 PSI ROOF DEAD LOAD: 15 PSF ENGINEER. 143U NE n Seattle,WA 98115115 SHOP DRAWINGS t 206-322-1732 EXPOSED TIMBER FRAMING,BOARDS AND DECKING SHALL BE ROUGH ROOF LIVE LOAD 20 PSF rara.iand ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF SHOP DRAWINGS FOR REINFORCING STEEL AND STRUCTURAL STEEL COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE Fora Landscape SAWN TO THE DIMENSIONS INDICATED. FRAMING NOT EXPOSED MAY SNOW LOADS 25 PSF BE SURFACED AND SIZES INDICATED ARE NOMINAL. WIND LOADS WIND PRESSURE SHALL BE IN ACCORDANCE SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OF THESE SUPPLIER DURING MANUFACTURING,DELIVERY,HANDLING,STORAGE Aramteats WITH THE BUILDING CODE. BASIC WIND SPEED ITEMS. AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE THE SUPPLIER. EQUALS 98 MPH 3 SECOND GUST ULTIMATE DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER WITH ANSI STANDARD A190.1. EACH MEMBER SHALL BEAR AN AITC OR EQUALS 72 MPH 3 SECOND GUST NOMINAL MISCELLANEOUS APA EWS IDENTIFICATION MARKAND SHALL BE ACCOMPANIED BY AN EXPOSURE C,IMPORTANCE FACTOR OF 1.0 OF RECORD. THEREFORE,THEY SHALL BE VERIFIED BY THE AITC OR APA EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN CONTACTOR. CONTRACTOR SHALL REVIEWAND STAMP DRAWINGS 1. INFORMATION CONTAINED IN THESE DRAWINGS IS BASED ON BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4-1.8E Fb=2,400 PRIOR TO REVIEW BY THE ENGINEER OF RECORD. CONTACTOR LIMITED FIELD MEASUREMENTS. THE INFORMATION CONTAINED ( SEISMIC LOADS: 2018 IBC Q 2su2 PSI,Fv=0.72x265=190 PSI,E=1,800,000 PSI). ALL CANTILEVERED Ss=1.067 g,S1=0.381 g SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, HEREIN MAY REQUIRE ADJUSTMENTS OR MODIFICATIONS TO CONFORM BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8-1.8E(Fb=2400 SITE CLASS D METHODS,TECHNIQUES,SEQUENCES AND OPERATIONS OF WITH EXISTING CONDITIONS. IN CASES WHERE CHANGES ARE �sIGNAL PSI,Fv=190 PSI,E=1,800,000 PSI). CAMBER ALL GLULAM BEAMS TO SI =1.073,LAS Fv=NA CONSTRUCTION. NECESSARY,THESE DRAWINGS SHALL BE USED TO SHOW THE DESIGN 2,000'RADIUS,UNLESS SHOWN OTHERWISE ON THE PLANS. INTENT ONLY. SIDS=0.763,SD1=NA SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT PROJECT MANAGEMENT: OCCUPANCY CATEGORY II,le=1.0 ROCK PROJECT MANAGEMENT ALL LUMBER WITH A LEAST DIMENSION OF 2" NOMINAL SHALL BE CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY NDSCAPEAR (NOMINAL) SEISMIC DESIGN CATEGORY D ANDSCAPE ARCHITECTURE: STAMPED SURFACE-DRY AND SHALL HAVE MOISTURE CONTENT WHEN STEEL ORDINARY CANTILEVER COLUMN THE CONTRACTOR IS TO DEMONSTRATE N THE ENGINEER THAT THE FORA LANDSCAPE ARCHITECTS CONTACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING RCHI)T322-1732 TURE SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19 PERCENT. SYSTEM ARCHITECTURE: LUMBER WITH A LEAST DIMENSION OF 4" NOMINAL OR GREATER WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND DYKEMAN ARCHITECTS (NOMINAL) R=1.25,40=1.25,Cd=1.25 (425)259-3161 SHALL BE STAMPED SURFACE-GREEN AND AIR-DRIED TO A MOISTURE DESIGN BASE SHEAR,V=0.611 W BY DETAILING THE INTENDED FABRICATION AND INSTALLATION CIVIL: CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN METHODS. IF DEVIATIONS,DISCREPANCIES OR CONFLICTS BETWEEN JACOBSON CONSULTING ENGINEERS (206)426-2600 FRAMING THE STRUCTURE. SHOP DRAWINGS SUBMITTALS AND THE CONTRACT DOCUMENTS ARE ELECTRICAUPLUMBING: DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS METRIX ENGINEERING GEOTECHNICAL ENGINEERING REPORT: PREPARED BY ASSOCIATED (206)33K-2e22 ARE PROCESSED BY THE ENGINEER,THE DESIGN DRAWINGS AND STRUCTURAL: TIMBER TRUSSES SHALL BE CONSTRUCTED TO THE LINES AND EARTH SCIENCES,INC.DATED JULY 28,2023. SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED SEATTLE STRUCTURAL PS INC. PROFILES AS INDICATED ON THE DRAWINGS. CONTRACTOR .CTOR SHALL (206)U4 3000 VERIFY ALL TRUSS DIMENSIONS PRIOR TO FABRICATION. SOIL BEARING: 2500 PSF ALLOWABLE,WITH 113 INCREASE FOR WIND STRUCTURAL OBSERVATION CONNECTIONCONNECTIONS AND TIGHT TRUSSES ARE NGINEEREDFOR ESII HARDWARE E FITTING.N GRAVITY ANDLATE AL LOADS SEISMIC ADS ONLY. CONTACTOR SHALL PROVIDE ADDITIONAL REINFORCEMENT AS FOUNDATIONS PER IBC 1704.5,THE ENGINEER OF RECORD SHALL PROVIDE VISUAL REQUIRED FOR HANDLING AND ERECTION. OBSERVATION OF THE STRUCTURAL SYSTEM FOR GENERAL FOUNDATION EXCAVATION, BACKFILL AND COMPACTION SHALL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE SHEATHING SHALL BE APA PERFORMANCE RATED PANELS CONFORM TO SPECIFICATION REQUIREMENTS AND PER THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT n CONFORMING TO ESR-2586. SHEATHING MAY BE PLYWOOD OR RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. FOR THE INSPECTIONS �+ ORIENTED STRAND BOARD(OSB),UNLESS NOTED OTHERWISE. THIS CONSTRUCTION WORK, INCLUDING DRAINAGE, SHORING AND REQUIRED BY IBC SECTION 1 INCLUDE OR WAIVE THE RESPONSIBILITY10,1704 OR OTHER SECTIONS IBC. PLYWOOD PANELS SHALL BE GRADE CD AND ALSO CONFORM TO DOC SUCH OTHER RELATED WORK AS REQUIRED,SHALL BE CONDUCTED BY ITEMS TO OBSERVE: PS 1-07. OSB SHALL CONFORM TO DOC PS 2-04. ALL PANELS SHALL BE THE CONTRACTOR UNDER THE OBSERVATION AND DIRECTION OF THE FOUNDATIONS FOR LATERAL RESISTING ELEMENTS IDENTIFIED AS EXPOSURE 1 UNLESS NOTED OTHERWISE. PANEL GEOTECHNICAL ENGINEER. RATING TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: ROOF DIAPHRAGMS&ATTACHMENTS ROOF: 19/32"(OR 5/8")THICK,40/20 DRAG-STRUTS,COLLECTORS&CONNECTIONS M FOOTINGS SHALL BEAR A SOLID UNDISTURBED EARTH(CONTROLLED, RAL CORROSION CONTROL � COMPACTED STRUCTURAL FILL OR BOTH)AT LEAST 24"BELOW LOWEST UNLESS OTHERWISE NOTED ON THE PLANS,ROOF SHEATHING SHALL ADJACENT FINISHED GRADE. MATERIAL SHALL BE COMPACTED TO 95% O� BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. CUTS,SCRATCHES OR OTHER DEFECTS IN THE COATING SYSTEMS 5 WITH 1 Od NAILS @ 6"oc TO FRAMED PANEL EDGES AND @ 12"TO << APPLIED TO PILING AND STRUCTURAL STEEL SHALL BE REPAIRED IN G INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS ACCORDANCE WITH THE SPECIFICATIONS. CLIPS @ 16"ocAT UNBLOCKED ROOF SHEATHING EDGES. INCREASED 3"AT EACH INTERFACE WITH SOIL. UNLESS OTHERWISE NOTED ON THE PLANS,ROOF SHEATHING SHALL ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO SUPPLEMENTARY NOTES O BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED PLACING CONCRETE. O WITH 10d NAILS @ 6"oc TO FA STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITHMED PANEL EDGES AND @ 12"TO '� INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH ARCHITECTURAL,CIVIL LANDSCAPE,ELECTRICAL,AND MECHANICAL U Q CLIPS @ 16"ocAT UNBLOCKED ROOF SHEATHING EDGES. NEW CONSTRUCTION SHALL BE REMOVED. DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE CONTACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL ` z NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 1 THE SURFACE OF THE SHEATHING. CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND z EXCAVATIONS. DIMENSIONS OF WALL OPENINGS. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL SPECIAL INSPECTION 00 BE PRESSURE-TREATED WITH AN APPROVED PRESERVATIVE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS,MEMBER O THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION PER IBC SIZES,AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL WOOD FRAMING SECTION 1705. THESE INSPECTIONS SHALL BE PERFORMED BY A DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE SPECIAL INSPECTOR CERTIFIED BY THE CITY OF ARLINGTON TO 7 CONSTRUCTED TO THE MINIMUM STANDARDS OF THE BUILDING CODE. PERFORM THE TYPES OF INSPECTIONS SPECIFIED. SEE THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE m SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SPECIAL MINIMUM NAILING,UNLESS OTHERWISE NOTED,SHALL CONFORM TO STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL ui INSPECTION AND TESTING. TABLE 2304.10.1 OF THE BUILDING CODE. COORDINATE THE SIZE AND CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL ITEM DESCRIPTION PLANS. O D_ DRAWINGS. CONCRETE CONSTRUCTION PER IBC 1705.3&TABLE 1705.3 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS NAILS SHALL BE MANUFACTURED IN CANADA OR THE UNITED STATES IN REINFORCING STEEL AND THE METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES O SIZES AND TYPES AS FOLLOWS,UNLESS NOTED OTHERWISE: REINFORCING STEEL WELDING REQUIRED TO PERFORM HIS WORK.STRUCTURAL DESIGN OF THE '^ E PNEUMATIC NAILING-PLAIN SHANK,COATED OR GALVANIZED BOLTS INSTALLED IN CONCRETE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS,CODE SPECIFIED V J � 8d=.131 DIAMETER x 2-1/2"MINIMUM LENGTH POST INSTALLED CONCRETE ANCHORS LATERAL LOADS,AND MAXIMUM EXPECTED SERVICE LOADS. NO v J 10d=.131 DIAMETER x 3"MINIMUM LENGTH CONCRETE MIX CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED 16d=.131 DIAMETER x 3-1/2"MINIMUM LENGTH CONCRETE SAMPLING BY ERECTION PROCEDURES. THE CONTRACTOR SHALL VERIFY,TO THE HAND NAILING-SINKERS,COATED SATISFACTION OF HIMSELF AND THE OWNER,THE ABILITY OF THE DATE 911-3 8d=11-112 GAGE x 2-3/8" CONCRETE PLACEMENT STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING DRAWN CONCRETE CURING THE ALLOWABLE STRESSES OF THE MATERIALS USED. WHERE 1d=11 GAGE x 2-/ CHECKED 16d= 9 GAGE x 3-1/4" STEEL CONSTRUCTION PER IBC 1705.2 ERECTION LOADS WOULD OVERSTRESS THE STRUCTURE,THE CONTRACTOR SHALL SUBMIT DESIGN DOCUMENTS FOR TEMPORARY REVISIONS: NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS,JOIST WELDING BRACING AND STRENGTHENING FAME DETAIL ,INCLUDING FABRICATION AND HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG ERECTION DRAWINGS,TO THE ARCHITECT FOR REVIEW. THESE PERMIT SET 9/28/23 NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON WOOD CONSTRUCTION PER IBC OF DI & .1 DOCUMENTS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED 95%CD 10/09/23 1 &1705.12.2 STRONG-TIE COMPANY,SAN LEANDRO,CALIFORNIA. EQUIVALENT NAILING OF DIAPHRAGMS STRUCTURAL ENGINEER IN THE STATE OF WASHINGTON. THE BID SET 10/20/23 DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, CONTRACTOR SHALL PROVIDE,INSTALL AND IF NECESSARY REMOVE PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD SOILS PER IBC 1705.6&TABLE 1705.6 SUCH TEMPORARY WORK AS REQUIRED. CAPACITIES. SUBMIT MANUFACTURER'S CATALOG AND ICBO REPORTS MATERIALS BELOW FOOTINGS TO ARCHITECT AND ENGINEER FOR REVIEW WHEN REQUESTING EXCAVATION DEPTHS SUBSTITUTIONS. ALL SPECIFIED FASTENERS MUST BE USED AND CONTROLLED FILL CLASSIFICATION& PROPER INSTALLATION PROCEDURES MUST BE OBSERVED IN ORDER TESTING GENERAL NOTES TO OBTAIN ICBO APPROVED LOAD CAPACITIES. VERIFY THAT THE CONTROLLED FILL PLACEMENT& DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO COMPACTION RECEIVE THE SPECIFIED FASTENERS. SUBGADE PREPARATION S1.2 GENERAL NOTES NTS 3 I I @ AT(THE RATE OF) ELEC ELECTRICAL NS NEAR SIDE fora & AND ENCL ENCLOSURE NTS NOT TO SCALE " INCH ENGR ENGINEER S..ttle,NE 6A Seat 9811515 # NUMBER OR POUND EQ EARTHQUAKE,EQUAL OC ON CENTER t: 206-322-1732 0 DIAMETER,ROUND, EQUIP EQUIPMENT OD OUTSIDE DIAMETER forada.d 2L DOUBLE ANGLE BRACE ES EACH SIDE OF OUTSIDE FACE Far.L.ad—p. 2LL 2L WITH LLBB ETC ETCETERA OH OVERHEAD Architects 2SL 2L WITH SLBB EW EACH WAY OPNG OPENING E,EXIST EXISTING OPP OPPOSITE A AREA EXT EXTERIOR OVS OVERSIZED HOLES ADDL ADDITIONALo ADJ ADJACENT F DEGREES FAHRENHEIT P,PIPE STANDARD PIPE _ AFF ABOVE FINISHED FLOOR FB FLAT BAR PCF POUNDS PER CUBIC FOOT AISC AMERICAN INSTITUTE OF FF FAR FACE PERP PERPENDICULAR '�o 23tf STEEL CONSTRUCTION FFE FINISHED FLOOD PX EXTRA STRONG PIPEIpArAL AL ALUMINUM ELEVATION PIPEX EXTRA STRONG PIPE ALT ALTERNATE FIN FINISH,FINISHED PXX DOUBLE EXTRA AMT AMOUNT FLG FLANGE STRONG PIPE PROJECT MANAGEMENT: ANCH ANCHOR,ANCHORAGE FLR FLOOR PIPEXX DOUBLE EXTRA STRONG PIPE ROCK PROJECT MANAGEMENT APA AMERICAN PLYWOOD FP FIREPROOF PL PLATE,PLAN (NDSCAPEAR LANDSCAPE ARCHITECTURE: ASSOCIATION FS FAR SIDE PLCS PLACES FORA LANDSCAPE ARCHITECTS (206)322-1732 APPVD APPROVED FT FOOT,FEET PLF POUNDS PER LINEAL FOOT ARCHITECTURE: APPROX APPROXIMATE PLWD PLYWOOD DYKEMAN ARCHITECTS (425)259-3161 ARCH ARCHITECT, GA GAUGE PP PARTIAL PENETRATION CIVIL: ARCHITECTURAL GAL GALLON PSF POUNDS PER SQUARE FOOT JACOBSON CONSULTING ENGINEERS (206)426-2600 ASCE AMERICAN SOCIETY OF GALV GALVANIZED PSI POUNDS PER SQUARE INCH ELECTRICAUPLUMBING: METRIX ENGINEERING CIVIL ENGINEERS GC GENERAL CONTRACTOR (206)336-2622 ASME AMERICAN SOCIETY OF GR GRADE QTY QUANTITY STRUCTURAL: SEATTLE MECHANICAL ENGINEERS GRND GROUND (206)U4 3000UCTURALPSINC. ASTM AMERICAN SOCIETY FOR R RADIUS,RIGHT TESTING AND MATERIALS HGT HEIGHT RD ROUND AVG AVERAGE HHMB HEX HEAD MACHINE BOLT REF REFERENCE AWS AMERICAN WELDING HK HOOK OR HOOKS REQD REQUIRED SOCIETY HOR HORIZONTAL RH RIGHT HAND ry HORIZ HORIZONTAL RMS ROOT MEAN SQUARED BD BOARD HP HP SHAPES;HIGH POINT BEV BEVEL HR HOUR S SOUTH,AMERICAN STANDARD SHAPE //''►► BF BOTH FACES HS HIGH STRENGTH SCHED SCHEDULE LL BLDG BUILDING HSS HOLLOW STEEL SECTION SDQ SPECIAL DUCTILE QUALITY BLK BLOCK HVAC HEATING,VENTILATING& SECT SECTION BLKG BLOCKING AIR CONDITIONING SF SQUARE FOOT BM BEAM,BENCH MARK SHT SHEET BOT BOTTOM ICBO INTERNATIONAL SIM SIMILAR BP BASE PLATE CONFERENCE SLBB SHORT LEGS BACK-TO-BACK 7 BRDG BRIDGE,BRIDGING OF BUILDING OFFICIALS SLOT SLOTTED ` 0 BRIG BEARING ID INSIDE DIAMETER SPCG SPACING O) BS BOTH SIDES IF INSIDE FACE SPEC SPECIFICATION,SPECIFICATIONS BTWN BETWEEN IN INCH SQ SQUARE C j INCL INCLINE,INCLUDE SS STAINLESS STEEL c C CHANNEL,DEGREES INFO INFORMATION SSL SHORT SLOTTED HOLES CELSIUS INT INTERIOR,INTERNAL STD STANDARD C/C CENTER TO CENTER STIFF STIFFENER O CAD COMPUTER-AIDED JCT JUNCTION STL STEEL O DRAFTING JST JOIST STRUC STRUCTURAL 'L CF CUBIC FEET JT JOINT SY SQUARE YARD U Q CL CENTERLINE SYM SYMMETRICAL CLG CEILING K KILOPOUND(1000 U CLR CLEAR POUNDS) T TOP CO COMPANY,CUT OUT KELVIN(TEMPERATURE) T&B TOP AND BOTTOM z COL COLUMN KG KILOGRAM TEMP TEMPORARY CONN CONNECTION KIP KILOPOUND(1000 THK THICKNESS CONST CONSTRUCTION POUNDS) THRU THROUGH 00 CONT CONTINUOUS KSI KIPS PER SQUARE INCH TOS TOP OF STEEL 0 CONTR CONTRACTOR TOW TOP OF WALL CP COMPLETE PENETRATION L ANGLE,LEFT,LENGTH TYP TYPICAL WELD LB OR#POUND(WEIGHT) CTR CENTER LENG LENGTH UNO UNLESS NOTED OTHERWISE CU.FT. CUBIC FEET LH LEFT HAND UT ULTRASONIC TEST w m CU.IN. CUBIC INCH LL LIVE LOAD CU.YD. CUBIC YARD LLBB LONG LEGS V,VERT VERTICAL s CW CLOCKWISE BACK-TO-BACK VIF VERTICAL INSIDE FACE 0_ CY CUBIC YARD,CYCLE LOC(S) LOCATE,LOCATION(S) VOL VOLUME O LONGIT LONGITUDINAL Y d PENNY(NAILS) LP LOW POINT W WEST,WIDTH O DBL DOUBLE LSL LONG SLOTTED HOLES W/ WITH E DEG DEGREE LVL LEVEL W/O WITHOUT V7 DEMO DEMOLITION WD WOOD DEPT DEPARTMENT M METER,BENDING WF WIDE FLANGE(STRUCTURAL STEEL) DET DETAIL MOMENT,MISC SHAPE WP WATERPROOF,WORKING POINT DIAG DIAGONAL MATL MATERIAL WPJ WEAKENED PLANE JOINT DATE 9111123 DIA,0 DIAMETER MAX MAXIMUM WS WATERSTOP DRAWN DIM DIMENSION MC MISCELLANEOUS WT WEIGHT;STRUCTURAL TEE CUT FROM W SHAPE CHECKED DIV DIVISION CHANNEL DL DEAD LOAD M/E/P MECHANICAL/ YD YARD REVISIONS: DN DOWN ELECTRICAL/PLUMBING YR YEAR PERMIT SET 9/28123 DO DITTO ME MECHANICAL ENGINEER DP DEEP MECH MECHANICAL 95%CD 10/09/23 DWG DRAWING MEZZ MEZZANINE BID SET 10/20/23 DWL DOWEL MF MOMENTFRAME MFR MANUFACTURER EA EACH MIN MINIMUM;MINUTE EE EACH END MISC MISCELLANEOUS EF EACH FACE MK MARK EJ EXPANSION JOINT MTL MATERIAL,METAL ABBREVIATIONS EL,ELEVELEVATION,ELEVATOR N NORTH NF NEAR FACE NIC NOT IN CONTRACT NO NUMBER S1.3 NTS 9 ABBREVIATIONS NTS 3 i fora Se.t NE A 9 Street Seattle, 2 98132 t: 206-322-1732 far I-cl Fora Landscape Architects I IyD s EOy- �o� .q W0�,�28112� RSIO(NSA18L"6t'Olv I PROJECT MANAGEMENT: ROCK PROJECT MANAGEMENT (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECTURE: DVKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426-2600 ELECTRICAUPLUMBING: METRIX ENGINEERING (206) PICNIC SHELTER STRRUUCTT 22 U RRALAL: SEE 3/S2.2 SEATTLE STRUCTURAL PS INC. &3/S2.3 (206)348-3000 N� L� I Q ❑ STAGE } SEE 9/S2.2 &9/S2.3 Do Z N I Q 0 o . O � I F:L]F ❑ U Q Ld z I 0 za 0 ❑ � w m O o U I DATE 9/15/23 DRAWN CHECKED REVISIONS: PERMIT SET 9128/23 95%CD 10/09/23 BID SET 10/20/23 I N ® SITE PLAN I S2.1 I SITE PLAN V 20'-0" 3 fora 1430 HE 65th Street Seattle,WA 98115 t: 206-322-1732 fo—I-d Fora Landscape Architects a�B.a 12,_ „ 23'-0" 'Po ,�2su2 SLAB PROJECT MANAGEMENT: �---�---� ---�---� EDGE --------� ROCK PROJECT MANAGEMENT�---t---� �---t---� (426)672-6878 LANDSCAPE ARCHITECTURE: I I I I I I I I I FORA LANDSCAPE ARCHITECTS I (208)322-1732 ARCHITECTURE: OV5 259-ARCHITECTS -+--- ♦- ----i---I --- - ---+-------------------+--- - ---+ ^ PA I 3/S4.1 CIVIL: SA ----- - I I I I I 3/S4.1 �---- - - � --- TYP JACOBSON CONSULTING ENGINEERS �? TYP (206)426-2600 ELECTRICALIPLUMBING: METRIX ENGINEERING L 1 —� r —+--- ---+---J T--- ---t---� (206)336-2822 STRUCTURAL: SEA TLLESTRUCTURAL PS INC. I I I I I I I ! THICKENED L.L SLAB AT ❑ PARTITION,TYP /'►�/'► SEE CIVIL LL l ° A 6/S4.1 N , ! TYP E3 o z N ! LJ l N Do HSS4X4X%8 PARTITION POST,TYP > ! I I o 0 0' ° U Q I I z z � 1 III ° -- — — �a I I I I i li i i w 0° I I I I I I I ! --J ! L---!-- ---!---J rn l HSS8X8X1/4 COLUMN,TYP I I � ! i CONCRETE PLINTH TYP o E, 4'-6" ^ m CONCRETE FOOTING,TYP TYP V J Cn DATE 1111123 �o a DRAWN SIB _—_—_ _—_ _ _—_ _ _ _—_—_—_—_ _ CHECKED REVISIONS: HSS8X8X'/4 PERMIT SET 9/28/23 L— — t---J — --t---� COLUMN,TYP �— t— CONCRETE SLAB 4'-6" BID E 10/20/23 CONCRETE FOOTING, PLINTH,TYP EDGE TYP BID SET 0/0/23 TYP FOUNDATION PLANS NOTE: I 1. SEE CIVIL FOR SLAB INFORMATION 2. COORDINATE PARTITION LOCATIONS WITH ARCHITECTURAL. S2.2 STAGE FOUNDATION PLAN %,=1, 9 PICNIC SHELTER FOUNDATION V 3 fora 1430 HE 65th Street Seattle,WA 98115 t: 206-322-1732 tora.l-d Fora Landscape Architects a�S.a S1 S2 S3 ° 28 BIONAL>� 2'-0" - 12'-" 4' P1 PZ PROJECT MANAGEMENTROCK : LANDSCAPE CT MANAGEMENT LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)CHITS 2TURE -1732 ARCHITECTURE: 2'- " t 23-0" 2'- " DYKEMAN RCHITECTS SA - - - - - - - -- CIVILS)259-3161 &3161 JACOBSON CONSULTING ENGINEERS (206)426-2600 ELECTRIC EI ENGIN BI NG A (206)336-2822 O STRUCTURAL: 3/S3.1 V SEATTLE STRUCTURAL PS INC. (206)343-w r L J L J - W A 2/S3.1 Q wco � N 5 J J Q Q W W C J J J m m O M N N N W �J X� X=1 U Q LU A ^ ^ z 5 4.1 2X6 JOIST Z OPP SIM 8/S4.1 5/S4.1 � @24"O.C. LU MAX AT 0ROOF PLANE 06 LuEL Ed Z—A 5 < SHEATHING D PB —— — - O A.1 U TYP d DATE 9/15/23 < HSS8X8X%4 V.PLYWOOD DRAWN ----_ COLUMN,TYP TIMBER TRUSS SHEATHING CHECKED ^ OVER GLULAM BEAM,TYP REVISIONS: 1/S4.1 TYP PERMIT SET 9/28/23 EDGE OF CLERESTORY ssi cD 0/09/23 HSS8X8X%4 2X10 RAFFTERS BID ser o/zo/z3 COLUMN,TYP @ 24"O.C.MAX I � I ROOF FRAMING PLANS I S2.3 I STAGE ROOF FRAMING PLAN w=1, 9 PICNIC SHELTER ROOF FRAMING PLAN % 3 2/S4.2 EA SIDE fora Ye TYP ALL I 1430 NE 65th Street HSS4X4X I I Settle,WA 98115 t: 206-322-1732 foradand HSS2X2XY8 HSS2X2X%a I I Far.L.ndsoape � I 2X6 @ 24"O.C.MAX Architects I 12 ES ES 12 1 TIMBER TRUSS s 8 TYP 1/e TYP ALL 4� ALL ------- ---- I Q 5 odl� �8 — ° SZ SZ 2 2 2 2 2 2 N /— Co Cco co U) Co oCo Co m rn ----- — �. —L----- x x x x x x / � i- I I \ / I BBIUNAt —— ------------ ------ ------ ------------------4-- HSS2X2X a HSS2X2X a I I I\ I I PROJECT MANAGEMENT: I I ROCKP MANAGEMENT 3/S4.2 2-6878LANDSCAPE � --- TECTURE FORA LANDSI CAPEARCHITECTS ---- ---- 7/S4.2 10/S4.2 (206)322-1732 ARCHITECTURES OPP-SIM. DYKEMAN ARCHITECTS ES 5%i'X18"GLULAM CIVIL:) TYP ALL JACOBSON CONSULTING ENGINEERS 8 (206)4261600 ELECTRICAL/PLUMBING: METRIX ENGINEERING i+J HSS8X8X/ (4 STRR UCTURALUCTURAL : COLUMN,TYP (206)SEATTLE STRUCTURAL PS INC. (206)343-3000 6/S4.1 v I I CONCRETE PLINTH,TYP I I..L 6'-4" 1'-8" i 6'-4" L--------L ----L CONCRETE SLAB L.L /// ON GRADE-SEE CONCRETE FOOTING,TYPJ 4'-6" CIVIL zM N N m PARTITION FRAMING ELEVATION W-1'-0" 8 PICNIC SHELTER SECTION O , ES O ya TYP ALL S1 S2 S3 C) HSS4X4X e L Q ---- ———————— v HSS2X2X%a I I I I DO /----I—� 12 1 12 I 1 I ^O^ �4 4� 2X10@ 24"IO.C.MAX,TYP I..L 06 70 I I 11 C11 . a I I I -1N xv I I --*-- ---- 1 OD Cn co co � I I — ---- 5/S4.1 W x x x = I I I I �e O 5/S4.1 I I 1 5Y2"X21"GLU LAM T HSS2X2Xye -- OPP SIM I I BEAM,TYP O - 0 — — 8/S4.1 T&B Cn ya TYP ALL HSS8X8XYn COLUMN,TYP DATE 9/15na I I M DRAWN CHECKED CONCRETE 6/S4.1 PLINTH,TYP REVISIONS: V PERMITSET 9128/23 95%CD 10/09/23 BID SET 10/20/23 -- L-- J .L 10" 6'-2" 10" r-- I 1 r-- r-- L---1---J L---1---J 1---� CONCRETE SLAB T-10" ON GRADE-SEE ELEVATIONS & CONCRETE 4 6 CIVIL FOOTING,TYP SECTIONS S3.1 I PARTITION FRAMING ELEVATION STAGE SECTION 3 I 4" 5Yi'BEAM WIDE GLULAM fora TY 3 B PLY4X3X1'-1" 1430 HE 65th Street /ts PL% S..ttle,WA 98115 is 206-322-1732 <.1 1%s'0 HOLES tor0.I00d Fora Landscape Architects (2)PLY4X4%"X1'_3„@ (3)Y4"0 5%"O.C. _ � � � BOLTS 3�B + �4 SEE DETAIL SIDE �G �o2811s� 16"fb HOLES 1Y" 3" 3" 5Yi'GLULAM BEAM SEAT aIONAL� PL/EA SIDE I FORS/"BOLTS 9" PL✓ BEAM SEE DETAIL 7/54.1 PROJECT MANAGEMENT: I I ��� ,/4 Py2X83�4XV-10" ROCK PROJECT MANAGEMENT (426)572-6878 10" LANDSCAPE ARCHITECTURE: H`S`58X6� FORA LANDSCAPE ARCHITECTS M COL (206)322-1732 ARCHITECTURE: DVKEMAN ARCHITECTS (425)25P3161 CJACOBSON CONSULTING ENGINEERS v'I/ (206)426-2600 HS.S8X8N4'COLUMN ELECTRICA-LUMBING: W/CAP PL METRIX ENGINEERING (206)336-2822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. (206)343-3000 DETAIL 3"=1'-0" 10 DETAIL 3"=1'-o" 7 DETAIL 1Y"=1'-0" 4 DETAIL 1Yi'=1'-0" 1 D*SIDE N SHEATHINGD 12 DIAPHRAGM 4 � NAILING S/e"PLYWOOD 1 2 SHEATHING 2"TYP 7 NNLD �Q 2X10 RAFTERS 2X BLO@ 24"O.C. 2X BLOCKING5W/(2)SNG �O A34 EA " 2X10 RAFTERSM BEAM @ 24"O.C. 5%LUL OSIMP GLULAM BEAM + + f , ._ H1A EA SIMPSON /4 , Q RAFTER,TYP H1A 4'-0" 2'-0" @ OPP SECTION A z PLY4 z I..L 06 DETAIL 1y"=r-0" 11 DETAIL Y4'=1'4' 18 DETAIL =r-o" 5 I I PLAY. 1"TYP (4)Y4"0 HSS8X8X4 � O + 1"TYP ANCHORS O 0 q 1y"GROUT HILTI KWIK BASE PL4" I I � CONC.SLAB ON � BOLT TZ + + ISOLATION GRADE SEE CIVIL � /6 JOINT SECTION A DATE 9/15/23 DRAWN HSS4X4X1/8 CHECKED #4©@ 6"O.C. REVISIONS: Z � PERMIT SET 9/28/23 o A o 95%CD 10/09/23 m g BASE PLy BID SET 10/20/23 w 1"GROUT o • l 1'-2'ISQ DETAILS THICKENED (5)#6 EW SLAB-SEE CIVIL 4'-6"SQ S4.1 I X"=1,_o,. 12 X„=1,_o„ 9 DETAIL 1Y"=1,_0„ 6 DETAIL 1Yi'=1'o" 3 I DIAPHRAGM fora NAILING 2X6 JOIST 4X8 TRUSS 143D HE A 9 Street Seattle, 2 98132 24"O.C.MAX c: I.rcl z-naz fora.land PLY,TYP BLOCKING FOR + Fora Landscape WOOD CEILING Architect. + + 5/8"PLYWOOD SHEATHING d�s.a M M + 1Ys"O WOOD CEILING + + + 2XBLOCKING HOLE - n TYP 0 0 0 + + + zeuz CONN.PL P1 G2s oN EA SIDE 4Yz" 3Yz" 3Yz" �,ly? 2X BLOCKING BETWEEN TRUSSES ° PROJECT MANAGEMENT: Y2 (426)5]2-6818 " 2X6 JOIST @ 2'-0"O.C.MAX ROCK PROJECT MANAGEMENT 1 3" P3 ° LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS 322-1732 SEE DETAIL 8/S4.1 (2)SIMPSON A34 s ARCH P1 ITECTURE: FOR TRUSS CONN EA 2X /B PLYWOOD DYKEMAN ARCHITECTS SHEATHING (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS O (206)426-2600 5Y2"X18"GLULAM BEAM ELECTRIC TRIXENGINEERING 0 /4'CONN.PL P5 (206)336-2822 EA SIDE STRUCTURAL: 4X6 SEATTLE STRUCTURAL PS INC. (206)343-3000 DETAIL 1Y2"=1'-0" 7 � I 4X8 TRUSS TOP CHORD Q CONN.PL P3 0 SEE 12/S4.2 PLYWOOD i 3" + SHEATHING 0 1Y2"` 11/2 + WOOD M m +/Z CELING N zo N M w + + + 0 D � y� M ---e--e-— CONN.PL P2 Lil4X6 4X8 G ¢Q EA SIDE I TYa "TYP 5 4X8TRUSS WOOD L p STEEL CONN.SEAT BOTTOM GEEING O 1Y2" SEE DETAIL CHORD 1 4X8�- Yz" 3Yz" 3Yz" 3Yz' 3Yz' 10/S4.1 v N P2 P4 5Y2"X 18" CL TRUSS `GLULAz BEAM 1 BEAM *I'/ Z � NOTE:SEE 12/S4.2 FOR CONNECTIONS PLATE DETAILS O Yz"=1'-0" g W °� DETAIL 1 DETAIL 1Yz'"=1'-0" 2 >- � I DIAPHRAGM NAILING TO TRUSSES AND V PLYWOOD SHEATHING O JOISTS 51/4' O a 12 V J Cn 12 4 5 4X6 DATE 9/15/23 3 n DRAWN 2x6 ROOF JOISTS \'� CHECKED @ 24"OC.MAX i REVISIONS: �� � �� SIMPSON JOIST HANGER �- \ PERMIT SET 9/28/23 i 95%CD 10/09/23 i0 - BID SET 10/20/23 TIMBER ROOF TRUSS _Z��s__ 1Yz" 3" -- - - - - - - - ------- — �— --------------------- P5 DETAILS CONN.PL P4 EA 4X8 TRUSS SIDE-SEE DETAIL BOTTOM 121S4.2 `c 4 DETAIL 1Y"=1'-a' 12 DETAIL 1Yz"=1'-O" g DETAIL 1Y2"=1.-0" 3 I REFERENCE SYMBOLS POWER SYMBOLS ABBREVIATIONS: ELECTRICAL GENERAL NOTES: NEW ELECTRICAL WORK TP GROUND BAR 1P 1 POLE(2P,3P,4P,ETC.) GENERAL: 23. PROVIDE EQUIPMENT THAT FITS INTO SPACE fora MAX MAXIMUM ALLOTTED AND ALLOWS ADEQUATETE A ACCEPTABLE A AMPERE MAG.S MAGNETIC STARTER 1. COORDINATE ELECTRICAL WORK WITH MECHANICAL, CLEARANCE FOR INSTALLATION,REPLACEMENT, EXISTING ELECTRICAL WORK 4 JUNCTION BOX AC ABOVE COUNTER M/C MOMENTARY CONTACT ARCHITECTURAL,STRUCTURAL,CIVIL AND ENTRY,SERVICING AND MAINTENANCE.COORDINATE ACLG ABOVE CEILING MC MECHANICAL CONTRACTOR LANDSCAPE WORK SHOWN ON OTHER CONTRACT WITH OTHER TRADES TO ENSURE NO CONFLICT WITH 1430 NE 65th Street JUNCTION BOX CEILING ADO AUTOMATIC DOOR OPENER MCB MAIN CIRCUIT BREAKER DOCUMENTS.PROVIDE ADDITIONAL OFFSETS FOR REQUIRED CLEARANCES. Se ttle,WA 98115 ------- ENLARGED PLAN BORDER UNG AF AMP FRAME MCC MOTOR CONTROL CENTER COORDINATED INSTALLATION WHERE REQUIRED. t. 206-322-1732 AFF ABOVE FINISHED FLOOR MDC MAIN DISTRIBUTION CENTER 24. BUILDING SPACE IS LIMITED.STRONG ATTENTION TO fora.1-d JUNCTION BOX FLOOR AFG ABOVE FINISHED GRADE MDP MAIN DISTRIBUTION PANEL 2. FIELD COORDINATE FINAL MECHANICAL AND DETAIL AND CARE MUST BE TAKEN WHEN DEVELOPING AFI ARC FAULT CIRCUIT INTERRUPTER MFR MANUFACTURER EQUIPMENT LOCATIONS ALONG WITH CONNECTION SHOP DRAWING SO ROUTING IS COORDINATED WITH Fora L�rdcape MATCHLINE REQUIREMENTS AND CONTROL WIRING PRIOR TO OTHER DISCIPLINES. Ar<r,ttecs AHU AIR HANDLING UNIT MFS MAIN FUSED DISCONNECT SW ROUGH-IN. $ POWER SWITCH AL ALUMINUM MH MANHOLE 25. MATERIALS WITHIN PLENUMS SHALL BE _` t ALT ALTERNATE MIC MICROPHONE 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDE ALL LINE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD r'l„M A� P AMP AMPERE MIN C. MINIMUM Q. OF d$yj ® DUPLEX RECEPTACLE FLOOR VOLTAGE CIRCUITING AND CONNECTIONS TO INDEX OF NOT MORE THAN 25 AND A ITEM TO BE REMOVED AMPL AMPLIFIER MISC MISCELLANEOUS MECHANICAL EQUIPMENT,PACKAGED UNITS, SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 Jt ANNUN ANNUNCIATOR MLO MAIN LUGS ONLY CONTROL PANELS,MOTOR STARTERS,MOTOR WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR !�1 DUPLEX RECEPTACLE WALL AQ-STA APPROXIMATELY MMS MANUAL MOTOR STARTER AQ-STAY AQUASTAT MOA MULTIOUTLET ASSEMBLY CONTROLLERS,VARIABLE FREQUENCY DRIVES AND UL 723. AREA NOT IN CONTRACT XX" MOUNTING HEIGHT SIMILAR EQUIPMENT.COORDINATE ADDITIONAL G-GROUND FAULT CIRCUIT INTERRUPTER AS ARCH ARCHITECT,ARCHITECTURAL MSP MOTOR STARTER PANELBOARD A WITCH MSBD MAIN SWITCHBOARD REQUIREMENTS WITH CONTROLS CONTRACTOR. EXISTING ELECTRICAL: 20100364 WP=WEATHERPROOF AT AMPMP TRIP MT MOUNT 4. COORDINATE EQUIPMENT CONNECTIONS WITH 1. WORK SHALL BE PERFORMED IN A CLEAN AND C=CONTROLLED ATS AUTOMATIC TRANSFER SWITCH MT.0 EMPTY CONDUIT MANUFACTURERS'CERTIFIED DRAWINGS. WORKMANLIKE MANNER.CARE SHALL BE EXERCISED I E13-1 AUTO AUTOMATIC MTS MANUAL TRANSFER SWITCH TO MINIMIZE ANY INCONVENIENCE OR DISTURBANCE at MATCHLINE ARROW AUX AUXILIARY MTR MOTOR,MOTORIZED 5. COORDINATE ELECTRICAL,COMMUNICATIONS,AND TO OTHER AREAS OF THE BUILDING WHICH ARE TO ® FOURPLEX RECEPTACLE FLOOR AV AUDIOVISUAL N.C. NORMALLY CLOSED ELECTRONIC SAFETY AND SECURITY WORK PRIOR TO REMAIN IN OPERATION.ISOLATE WORK AREAS BY PROJECT MANAGEMENT: AWG AMERICAN WIRE GAUGE NEC NATIONAL ELECTRICAL CODE INSTALLATION.EQUIPMENT ACCESS TAKES MEANS OF TEMPORARY PARTITIONS AND/OR TARPS ROCK PROJECT MANAGEMENT NEMA NATIONAL ELECTRICAL MANUFACTURER'S PRECEDENCE OVER CONDUIT FOR AVAILABLE SPACE. 1NDSCAPE425) AR �{p 78 FOURPLEX RECEPTACLE CEILING BATT BATTERY ASSOCIATION TO KEEP DUST AND DIRT WITHIN THE CONSTRUCTION FORA LAND CAPEARCHITECTS BD BOARD NFDS NON-FUSED SAFETY DISCONNECT SWITCH 6. WHERE USED,THE TERM"PROVIDE"SHALL MEAN AREA. (206)322-1732 BLDG BUILDING NIC NOT IN CONTRACT "FURNISH AND INSTALL". 2. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT ARCHITECTURE: 1 FOURPLEX RECEPTACLE WALL DYKEMAN ARCHITECTS SECTION IDENTIFIER BMS BUILDING MANAGEMENT SYSTEM NIL NIGHT LIGHT BE REUSED IN NEW SYSTEMS,EXCEPT WHERE (425)259-3161 E-001 7. PROVIDE CONDUCTORS OPERATING AT 50 VOLTS OR N.O. NORMALLY OPEN INDICATED AS BEING RELOCATED. CIVIL: ® SPECIAL RECEPTACLE CEILING C CONDUIT NPF NORMAL POWER FACTOR GREATER IN RACEWAY.PROVIDE METAL RACEWAY JACOBSON CONSULTING ENGINEERS CAB CABINET NTS NOT TO SCALE WITHIN THE STRUCTURE ABOVE THE FLOOR SLAB. 3. WHERE INDICATED,CONDUIT OR PORTIONS OF (206)426-2600 PROVIDE PVC RACEWAY BELOW THE FLOOR SLAB AND CONDUIT SHALL BE REUSED.REFER TO DRAWING eLecrRlcnuawm6lNc: ® SPECIAL RECEPTACLE FLOOR CAT CATALOG METRIX ENGINEERS 1 CAN CABLE TELEVISION OH OVERHEAD UNDERGROUND RACEWAY OUTSIDE THE STRUCTURE. PLANS FOR POINTS OF CONNECTIONS. (425)336-2822 DETAIL OR DRAWING IDENTIFIER STRUCTURAL: E-001 CB CIRCUIT BREAKER OL OVERLOADS 8. CONDUIT AND WIRE IS NOT PERMITTED TO BE 4. PROVIDE TEMPORARY SUPPORT OF EXISTING SEATTLE STRUCTURAL PS INC. SPECIAL RECEPTACLE WALL CCTV CLOSED CIRCUIT TELEVISION INSTALLED BELOW FLOOR SLAB UNLESS INDICATED ELECTRICAL SYSTEMS WHERE REQUIRED BY (206)343-3000 CCT CIRCUIT PA PUBLIC ADDRESS ON PLAN BY DASHED CONDUIT. DEMOLITION OR ALTERATION OF EXISTING iQ REVISION TAG CLG CEILING PB PULL BOX OR PUSHBUTTON STRUCTURE DURING CONSTRUCTION.COORDINATE TRANSFORMER COMB COMBINATION PE PNEUMATIC ELECTRIC 9. LEAVE THE SITE CLEAN AND READY FOR OCCUPANCY. WITH GENERAL CONTRACTOR AND PROVIDE ALL CM PR COMPRESSOR PED PEDESTAL REMOVE DIRT,DEBRIS,EMPTY CARTONS,TOOLS, NECESSARY CONDUIT AND EQUIPMENT SUPPORTS AHU-XXX EQUIPMENT IDENTIFIER 'O SAFETY DISCONNECT SWITCH FUSED CONN CONNECTION PF POWER FACTOR CONDUIT AND WIRE SCRAPS AND MISCELLANEOUS (FUSED) AND HANGERS TO MAINTAIN INTEGRITY,SAFETY AND CONS7 CONSTRUCTION PH PHASE SPARE EQUIPMENT AND MATERIALS USED IN THIS PROPER OPERATION OF EXISTING ELECTRICAL CONS CONTINUATION OR CONTINUOUS PIV POST INDICATING VALVE DIVISION OF THE WORK DURING CONSTRUCTION. SYSTEMS FOR THE DURATION OF THE WORK. 6 PANELBOARD CONTR CONTRACTOR PNL PANEL COMPONENTS SHALL BE FREE OF DUST,GRIT AND SHEET NOTE CONV CONVECTOR PP POWER POLE FOREIGN MATERIALS AND LEFT AS NEW BEFORE FINAL DEMOLITION: CP CIRCULATING PUMP PR PAIR ACCEPTANCE OF WORK. ® EQUIPMENT CONNECTION.REFER TO CRT CATHODE-RAY TUBE PRI PRIMARY 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MOTOR AND EQUIPMENT SCHEDULE FOR CT CURRENT TRANSFORMER PROJ PROJECTION 10. PERFORM WORK TO COMPLY WITH THE STANDARD COORDINATE DEMOLITION/INSTALLATION OF NORTH ARROW REQUIREMENTS CTR CENTER PRV POWER ROOF VENTILATOR PRACTICES FOR GOOD WORKMANSHIP PUBLISHED BY ELECTRICAL SYSTEMS AND THOSE REQUIRING CU COPPER PT POTENTIAL TRANSFORMER NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION ELECTRICAL CONNECTIONS TO MAINTAIN NEC PVC POLYVINYL CHLORIDE(CONDUIT) (NECA).COMPLY WITH THE LATEST ENFORCED REQUIRED CLEARANCES,INCLUDED BY NOT LIMITED DCP DOMESTIC WATER CIRCULATING PUMP PWR POWER EDITION OF THE NATIONAL ELECTRICAL CODE(NEC), TO AREAS ABOVE ACCESSIBLE CEILINGS. LIGHTING SYMBOLS DEPT DEPARTMENT LOCAL CODES,AMENDMENTS,AND ORDINANCES. DET DETAIL QUAN QUANTITY 2. COORDINATE WITH OTHER TRADES FOR PROPER 7� RACEWAY SYMBOLS o CAL RK UNDER THE DISC DISCONNECT RCPT RECEPTACLE A DIAMETER11 SUPERVISION OF A. PERFORM I L CENSED MASTER ELECTRICIAN. DRAWINGS OF OTHDEMOLITION OF QER TRADES OR CRAFTS TO AVOID ! N UIPMENT.CONSULT THE $ DIMMER SWITCH DIST DISTRIBUTION REQD REQUIRED PROCURE PERMITS AND LICENSES AND PAY FEES CONFLICTS WITH EQUIPMENT,ETC.RESOLVE 00 ON DOWN RM ROOM ASSOCIATED WITH THIS WORK. CONFLICTS PRIOR TO ROUGH-IN AND AT NO a CONDUIT IN CEILING OR WALL $K KEYED SWITCH DPR DAMPER RSC RIGID STEEL CONDUIT 12. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING ALL ADDITIONAL COST TO THE OWNER. DS SAFETY DISCONNECT SWITCH RTU ROOF TOP UNIT C Q CONDUIT IN FLOOR OR BELOW GRADE ® OCCUPANCY SENSOR CEILING DT DOUBLE THROW DOCUMENTATION REQUIRED TO CITY OF ARLINGTON 3. TAKE CAUTION IN DEMOLITION OF ELECTRICAL c - - - - - DWG DRAWING Sc SURFACE CONDUIT FOR PERMITTING.COORDINATE WITH ENGINEER FOR EQUIPMENT. SEC SECONDARY ANY ADDITIONAL DOCUMENTATION. EC ELECTRICAL CONTRACTOR SHT SHEET 4. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE O 4PN-102/1 3 g OCCUPANCY SENSOR WALL 13. PROVIDE NEW,COMMERCIAL GRADE MATERIALS OF ALL CONDUIT AND EQUIPMENT INDICATED ON �L\\ EL ELECTRIC,ELECTRICAL Sim SIMILAR FURNISHED FOR THIS PROJECT THAT ARE FREE OF DRAWINGS INCLUDING ALL ASSOCIATED HANGERS, O ELEV ELEVATOR S/N SOLID NEUTRAL DEFECTS,AND LISTED BY A NATIONALLY RECOGNIZED HOME RUN 70 BRANCH CIRCUIT PANELBOARD $ SINGLE POLE SWITCH ELU EMERGENCY LIGHTING UNIT SPEC SPECIFICATION WIREMOLD,WIRING,DEVICES,CONTROLS,AND _ TESTING LABORATORY UNO. APPURTENANCES ASSOCIATED WITH EACH PIECE OF EM EMERGENCY SPKR SPEAKER EQUIPMENT. U Q $3 THREE-WAY SWITCH EMS ENERGY MANAGEMENT SYSTEM Sp SPARE 14. CONTRACTOR IS RESPONSIBLE FOR WIRING EMT ELECTRICAL METALLIC TUBING SR SURFACE RACEWAY ELECTRICAL ITEMS SHOWN ON DRAWINGS. 5. EXISTING CONTROL PATHWAYS MAY BE RE-USED. CABLE TRAY-LADDER TYPE COORDINATE CONTROLS DEMO WORK PRIOR TO EP ELECTRIC PNEUMATIC SS STAINLESS STEEL Z $m OCCUPANCY SENSOR SWITCH EQUIP EQUIPMENT SSW SELECTOR SWITCH 15. PROVIDE 4"MINIMUM CONCRETE BASES DEMOLITION. EWC ELECTRIC WATER COOLER S/S STOP/START PUSHBUTTONS (HOUSEKEEPING PADS)UNDER FLOOR MOUNTED a EXIST EXISTING STA STATION ELECTRICAL EQUIPMENT.THIS INCLUDES,BUT IS NOT 6. WHERE EXISTING ITEMS PENETRATE A WALL OR ROOF, /'+ $E TIMER SWITCH EXH EXHAUST STD STANDARD LIMITED TO SWITCHBOARDS,TRANSFORMERS,AND CONTRACTOR SHALL PROVIDE INFILL AT(E) DIAGRAM SYMBOLS EX EXPLOSION PROOF SURF SURFACE MOUNTED MOTOR CONTROL CENTERS.COMPLY WITH PENETRATIONS THROUGH WALL/ROOF WITH LIKE EXIT SIGN SW SWITCH REQUIREMENTS FOR EQUIPMENT BASES AND MATERIALS.PATCH&REPAIR TO MATCH O FA FIRE ALARM SWBD SWITCHBOARD FOUNDATIONS SPECIFIED IN DIVISION 03. SURROUNDING SURFACES INCLUDING PAINT. G\ o FA BP FIRE ALARM BOOSTER POWER SYM SYMMETRICAL /) CIRCUIT BREAKER FABP FIRE ALARM CONTROL PANEL SYS SYSTEM 16. COORDINATE ATTACHMENTS TO STRUCTURE TO 7. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT LINEAR FIXTURE FCU FAN COIL UNIT VERIFY THAT ATTACHMENT POINTS ON EQUIPMENT 05 o OF EXISTING ELECTRICAL EQUIPMENT WHERE STRIP LUMINAIRE FIXT FIXTURE TEL TELEPHONE AND STRUCTURE CAN ACCEPT SEISMIC,WEIGHT,AND REQUIRED BY DEMOLITION OR ALTERATION OF FLR FLOOR 7EL/DATA TELEPHONE/DATA OTHER LOADS IMPOSED. EXISTING STRUCTURE DURING CONSTRUCTION. > FLUOR FLUORESCENT TERM TERMINAL COORDINATE WITH GC AND PROVIDE NECESSARY GF GROUND FAULT RELAY IS BOLLARD FU FUSE TL TWIST LOCK 17. MAINTAIN INDICATED FIRE AND SMOKE RATING OF SUPPORTS AND HANGERS TO MAINTAIN INTEGRITY, W CD rZ FUDS FUSED SAFETY DISCONNECT SWITCH TR TAMPER RESISTANT WALLS,PARTITIONS,CEILINGS,AND FLOORS AT SAFETY AND PROPER OPERATION OF EXISTING WALL LUMINAIRE T-STAT THERMOSTAT ELECTRICAL PENETRATIONS.SEAL PENETRATIONS ELECTRICAL O SYSTEMS. i O METER GA GAUGE TTC TELEPHONE TERMINAL CABINET WITH FIRESTOP MATERIAL.PROVIDE MATERIAL IN ii m DOUBLE-SIDED EXIT SIGN GAL GALLON N S TELEVIION ACCORDANCE WITH ASTM E 814 AND UL 1479 3M OR 8. THE OWNER HAS THE RIGHT TO RETAIN OWNERSHIP a- GALV GALVANIZED MC TELEVISION TERMINAL CABINET APPROVED.COMPLY WITH REQUIREMENTS SPECIFIED OF ANY MATERIALS BEING REMOVED.DELIVER ITEMS Y O T L„�,�J,J ® SINGLE-SIDED EXIT SIGN GC GENERAL CONTRACTOR TYP TYPICAL IN DIVISION 07. TO THE OWNER'S REPRESENTATIVE AS INDICATED IN TRANSFORMER 0m GEN GENERATOR THE CONTRACT DOCUMENTS.NOTIFY OWNER IN C O GFI GROUND FAULT CIRCUIT INTERRUPTER UC UNDER COUNTER 18. PROVIDE AL PENOCKINGETRATIONS AND DRAFT STOPPING AT WRITING AT LEAST 7 DAYS IN ADVANCE OF G ® PHOTOCELL ELECTRICAL PENETRATIONS IN COMBUSTIBLE E GFP GROUND FAULT PROTECTOR UE UNDERGROUND ELECTRICAL DEMOLITION. 'A � GROUND GND GROUND UG UNDERGROUND BUILDING ING CODE CEALED ACES PER THE INTERNATIONAL V/1 GRS GALVANIZED RIGID STEEL(CONDUIT) UH UNIT HEATER GYP BD GYPSUM BOARD UNO UNLESS NOTED OTHERWISE 19. REFER TO TYPICAL DETAILS PROVIDED IN THIS 3 SECURITY SYMBOLS UT UNDERGROUND TELEPHONE DRAWING SET FOR EQUIPMENT INSTALLATION. CURRENTTRANSFORMER HOA HANDS-OFF-AUTOMATIC SWITCH UTIL UTILITY HORIZ HORIZONTAL UV ULTRAVIOLET CONTRACTOR IS RESPONSIBLE FOR CONFORMANCE DATE 9/21/23 WITH DETAILS. CAMERA HP HORSEPOWER DRAWN BCP SPD SURGE PROTECTIVE DEVICE HPF HIGH POWER FACTOR V VOLT 20. LOCATIONS AND SIZES OF FLOOR,WALL,AND ROOF HT HEIGHT VA VOLT-AMPERES OPENINGS SHALL BE COORDINATED WITH OTHER CHECKED BCP HTG HEATING VDT VIDEO DISPLAY TERMINAL TRADES INVOLVED.INCLUDE IN THE COST OF HTR HEATER VERT VERTICAL ELECTRICAL WORK,CUTTING,CORING,PATCHING AND REVISIONS: 0NSS TRANSIENT VOLTAGE SURGE SUPPRESSOR HV HIGH VOLTAGE VFD VARIABLE FREQUENCY DRIVE PAINTING OF EXISTING WALLS,CEILINGS,FLOORS AND PERMIT SET 9/28/23 HVAC HEATING,VENTILATING AND AIR VOL VOLUME ROOFS AS REQUIRED TO ACCOMMODATE WORK AS CONDITIONING INDICATED IN THE ELECTRICAL CONTRACT 95%CD 10/09/23 p W WATT DOCUMENTS,UNLESS SPECIFICALLY SHOWN ON \b TRANSFER SWITCH IC INTERRUPTING CAPACITY W/ WITH ARCHITECTURAL DRAWINGS. BID SET 10/20/23 C IG ISOLATED GROUND WIG WIRE GUARD ELECTRICAL SHEET INDEX IMC INTERMEDIATE METAL CONDUIT WH WATER HEATER 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE XX.XKAICX FAULT CURRENT TAG EO.01 ELECTRICAL LEGEND AND NOTES INCAND CANDESCENT W/O WITHOUT SAFEKEEPING OF THEIR OWN PROPERTY ON THE JOB I IN R INFRARED WP WEATHERPROOF SITE.OWNER ASSUMES NO RESPONSIBILITY FOR EO.02 ELECTRICAL SCHEDULES&ONE-LINE IAN INTERLOCK WITH PROTECTION OF PROPERTIES AGAINST FIRE,THEFT IE1.00 OVERALL ELECTRICAL SITE PLAN XFMR TRANSFORMER AND ENVIRONMENTAL CONDITIONS. ELECTRICAL J-BOX JUNCTION BOX XFR TRANSFER FUSED SWITCH E1.01 PARTIAL ELECTRICAL SITE PLAN 4 22. CLEAN THE JOB SITE DAILY AND REMOVE FROM THE LEGEND AND VOLT ANGLE PREMISES ANY DIRT AND DEBRIS CAUSE BY THE KV KILO E1.02 PARTIAL ELECTRICAL SITE PLAN KVA KILOVOLT-AMPERE @ AT PERFORMANCE OF THE WORK INCLUDED IN THIS NOTES KVAR KILOVOLT-AMPERE REACTIVE ♦ DELTA CONTRACT.BEFORE SUBSTANTIAL COMPLETION, E1.03 PARTIAL ELECTRICAL SITE PLAN KW KILOWATT FEET CLEAN EQUIPMENT,FIXTURES,EXPOSED CONDUIT ( SINGLE POLE SINGLE THROW SWITCH E9.01 I ELECTRICAL DETAILS KWH KILOWATT HOUR INCHES AND SIMILAR ITEMS. O.O # NUMBER LOC LOCATE OR LOCATION 0 PHASE LT LIGHT C CENTER LINE FUSE LTG LIGHTING P PLATE - -LV _LOW VOLTAGE J I I fora I FLAG NOTES: 1430 NE 65th Street PROVIDE GROUNDING ELECTRODE SYSTEM PER NEC Seattle,WA 98115 S ttl,W 2-1732 15 250.50. for.I-d Fora Lardscape Ar<hl,e- I C. $yQ�aT I 1 sr3II��• ,� 7orrA1,� 1 ti LUMINAIRE SCHEDULE a PROJECT MANAGEMENT: CONSTRUCTION LIGHT SOURCE ELECTRICAL PRODUCT ROCKP-6878 MANAGEMENT LANDSCAPE ARCHITECTURE: TYPE DESCRIPTION LENSILOUVER MOUNTING LAMP LUMENS DOWN CCT CRI BALLAST/DRIVER VOLTAGE WATTS MANUFACTURER MODEL NOTE FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECTURE: Si SINGLE HEAD AREA LIGHT WITH 15'POLE -- POLE LED 9423 4000 K 80 LED DRIVER,0-10V 1%DIMMABLE 120 V 92 LUMENPULSE ALLEGRA MEDIUM:ALG7200-120-CSL-M110-40K-CRI 80-2-BK-DIM-P4-CS12 DYKEMAN ARCHITECTS (425)259-3161 S2 DOUBLE HEAD AREA LIGHT WITH 15'POLE -- POLE LED 18846 4000 K 80 LED DRIVER,0-10V 1%DIMMABLE 120 V 184 LUMENPULSE ALLEGRA MEDIUM:ALG7200-120-CSL-M110-40K-CRI 80-2-BK-DIM-P4-CS12 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426-2600 S3 CATENARY LIGHTING -- SUSPENDED LED 1033 4000 K 80 LED DRIVER,0-10V 1%DIMMABLE 120 V 15 RAGNI LAMPION:LAM-S-1-4-35-12-1-C-BLK-BLK ELECTRICnUPLUMBING: METRIX ENGINEERS R1 6"RECESSED DOWNLIGHT -- RECESSED LED 1100 4000 K 90 LED DRIVER,0-10V 1%DIMMABLE 120 V 13 CURRENT PRESCOLITE:LBSES-6RD-CS9-WH STRUCTURAL22 SEATTLE STRUCTURAL PS INC. W1 FLOOD LIGHT WITH MOTION SENSOR -- SURFACE LED 2730 5000 K 90 LED DRIVER 120 V 35.5 WAC WP-LED335-50-ABK-MS-120-GY PROVIDE WITH PHOTO AND MOTION SENSOR. (206)343-AK0 PANEL: 1 N2-1 EXISTING A' LOCATION: RESTROOM MANUFACTURER: VOLTAGE: 240/120V AIC RATING: 22K ' r BLDG 1..` SUPPLY FROM: UTILITY CAT.# PHASES: 1 MAINS TYPE: MAIN CIRCUIT BREAKER I MOUNTING: SURFACE WIRES: 3 MAINS RATING: 400A NEMA RATING: TYPE 1 NEUTRAL RATING: 100% n BUSSING: CU �. CCT CIRCUIT DESCRIPTION RATING POLES A(kVA) B(kVA) POLES RATING CIRCUIT DESCRIPTION CCT 1 REC:RESTROOM BLDG 20A 1 0.90 0.18 1 20A LTG:RESTROOM BLDG 2 3 RESTROOM BLDG EXHAUST FANS 20A 1 1.18 0.10 1 20A 4 _ 5 RESTROOM BLDG UNIT HEATERS 20A 1 1.18 0.20 1 20A 6 7 20A 1 0.72 0.47 1 20A LTG:PLAZA ATENA Y 8 Z N 9 20 A 1 0.72 1.13 1 20A LTG:SOUTH SITE POLES 10 N 11 20 A 2 1.25 0.55 1 20A LTG:NORTH SITE POLES 12 a) 13 - - - 1.25 0.00 2 100A FUTURE EV 14 15 20A 2 1.25 0.00 - . . 16 CT CABINET L Q 17 - - - 1.25 0.00 2 100A FUTURE EV 18 PANEL 19 20A 2 1.25 0.00 - - - 20 iN2-1 21 - - - 1.25 0.00 2 50A FUTURE EV 22 23 20A 2 1.25 0.00 - - - 24 400A MCB O 25 - - - 1.25 0.00 2 50 A FUTURE ELECTRIC BIKE CHARGER 26 I 12.6KAIC 240/120V O 0 27 20A 1 0.36 0.00 28 29 20A 1 1.08 0.00 1 20A SPARE 30 M 10,3W •L 33 20A 1 0.72 0.00 31 grc STAGE(NOTE 1) 20A 1 1.08 0.00 1 20A SPARE 34 I I0A SPARE 32 RR BLDG Q 0A SPARE 36 N 37 REC:PARK EQUIPMENT 20A 1 1.92 0.00 1.92 0.00 1 20A SPARE 38 L -1 z(,T-YP), w 39 IRRIGATION CONTROLLER 20A 1 0.20 0.00 1 20A SPARE 40 Z 41 RPBA HEATER 20A 1 1.00 0.00 1 20A SPARE 42 l a 43 SUMPPUMP 20A 1 1.00 0.00 1 20A SPARE 44 45 ART ELEMENT 20A 1 1.92 0.00 1 20A SPARE 46 L 47 IRRIGATION BOOSTER PUMP 20A 1 1.00 0.00 1 20A SPARE 48 00 49 SPARE 20A 1 0.00 0.00 1 20A SPARE 50 UTILITY PAD MOUNT XFMR O 51 SPARE 20A 1 0.00 0.00 2 30A SPD 52 BYSNOPUD 53 SPARE 20A 1 0.00 0.00 54 75 KVA #2 CU(TYP) p� TOTAL LOAD: 15.94 kVA 13.58 kVA 12.47K0240/120V 1 Ri,3W TOTALA MPS: 132.81 A 113.14 A -O LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS BUILDING STEEL(TYP) LIGHTING 125% 2.62 kVA 125% 3.28 kVA 3/4"x10'GROU W m RECEPTACLES W0kVA 100° 5.58 kVA 100% 5.58 kVA TOTAL CONN.IkVAI, 29.51 kVA _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GROUND LEVEL C_ RECEPTACLES 1>10KVA 50% 0.00 kVA 50% 0.00 kVA TOTAL EST.DEMAND(kVA I: 30.17 kVA O LARGEST MOTOR 0.00 kVA 125% 0.00 kVA TOTAL CONN.(A: 122.98 A a- MOTORS 4.35 kVA 100% 4.35 kVA TOTAL EST.DEMAND(A): 125.71 A O T KITCHEN EQUIPMENT 0.00 kVA 100% 0.00 kVA Y MISCELLANEOUS 16.96 kVA 100% 16.96 kVA O NOTES: SERVICE POINT V� ) E I 1.PROVIDE(2)DPDT TOGGLE SWITCHES IN STAGE CONTROLS EQUIPMENT CABINET.ROUTE CIRCUITS 27,29 AND 31,33 THROUGH EACH SWITCH. 2.PROVIDE(1)DPDT TOGGLE SWITCH IN PICNIC SHELTER CONTROLS EQUIPMENT CABINET.ROUTE CIRCUITS 7,9 THROUGH SWITCH. 3.PROVIDE SPRING-WOUND TIMER SWITCH IN PICNIC SHELTER CONTROLS EQUIPMENT CABINET FOR HEATER. 4"C,3#600KCMIL(CU) 4.PROVIDE(3)SPST TOGGLE SWITCHES IN STAGE CONTROLS EQUIPMENT CABINET.REFER TO SHEET E1.01 FOR ADDITIONAL INFORMATION. 5.PROVIDE(1)SPST TOGGLE SWITCH IN PICNIC SHELTER CONTROLS CABINET. DATE 9121123 DRAWN BCP CHECKED BCP REVISIONS: ELECTRICAL ONE-LINE DIAGRAM DIAGRAM PERMIT SET 9/28/23 E0.02 SCALE:NONE 95%CD 10/09/23 BID SET 10/20/23 � I ELECTRICAL SCHEDULES& ONE-LINE E0.02 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I GENERAL NOTES: 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL fora STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. 2. COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES. 3. PROVIDE RIGID STEEL SWEEPS FOR ALL UNDERGROUND CONDUITS. 1430 NE 65th Street Seattle,WA 98115 4. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING tf 206-322-1732 o CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. fora land Fora Lardscape Archlt=__ I C. oU I mix p.:,.vba ml ———————————————— m�1st� YE[n ux,ss u PROJECT MANAGEMENT: ROCK P-6878 ROJECT MANAGEMENT LANDSCAPE ARCHITECTURE: vv FORA LANDSCAPE ARCHITECTS (208)322-1732 ARCHITECTURE: O DVKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS xsu Rp (206)426-2600 1 xnu�x p i 1 E I G:METR ENGINEERS — E1.01 E1.02— — — — — — — — — — — E1.03— — — — — —— — STRUCTURAL: SEATTLE STRUCTURAL PS INC. tPD�AM (425)336-2822 ll _ — � (206)3633000 12-_ 24RR I R 2411 f I O 00 O L--1----J Do ❑ I ZN 6 j o lZ - --- � a 0 0 D 0————— — �——— _——— — — L u = ---------- ------ - All -- - s, Dn — UQ I — — — s ,fs s S o G S GA wi) Z W W W ap' W e,zroE:,z�or I u I 64Mv1 Z a p — $$� 5S $$ SS $$ $S— — —— — 778iH PL.N.E.np pn — —— — — � — — — w ® wp-b— urnsconclimcu[[)) % .3"� [arPl ,z , : wrm � ___—_ —Y — — szowr 7 rmfi�(vl — :v[ ,o — — � 1° _ c rrr sen I ' I imlciAel f�/wuvarm ® �® ®��) ®� 3❑oi O O u, [a�.,ze.w ,av 0 otm 1 p anrMa oKawwf ,z 1111 ,m ooxx uawiw W m w,uscuE eavrcp w ❑o 'ems`'°'n an oo'°,aoo C_ ��P[, (r�cul� �oP ,m[s �r�snµo-wmw.arnu�nxa-www,p I tpYf(M5)piMro a snm, Y SOP— O .1 w(U ed ��—OP stta' o P .. DATE 9121123 $ � v�xrcmp woswu ® mp cawuu>Fp DRAWN BCP CHECKED BCP }, REVISIONS: o Y PERMIT SET 9/28/23 BID SET 10/20/23 -------- ---------------------------------------------------------------- I I ❑ OVERALL ELECTRICAL SITE PLAN m OVERALL E1.00 SCALE:1" 30'-0• ELECTRICAL SITE PLAN E1 .00 I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I GENERAL NOTES: 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. fora 2. COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES. 3. PROVIDE RIGID STEEL SWEEPS FOR ALL UNDERGROUND CONDUITS. 1430 NE 65th Street Seattle,WA 98115 W W t. 206-322-1732 Z z 4. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING fora land = = CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. o V Fora Lardscape 13'x24"HANDHOLE F � 5. INSTALL NEW UNDERGROUND CONDUITS MINIMUM 18"DEEP,UNLESS grcahe.-„_. NOTED OTHERWISE.PROVIDE IDENTIFICATION TAPE 12"BELOW GRADE. 10 DEC TWIN 12 CON - 24 FIR CIVIL STRUCTURAL AND LANDSCAPING ELEMENTS ARCHITECTURAL, ----- — _— _ Q---------- -------- — ----------- -------------- —__----- ---_------ --_ COORDINATE ROUTING WITH EXIST 0 o STING UTILITIES AND RAL WEA --- w w — — — — Q — — — — — — — — — — — 6. SEE SHEET E0.02 FOR SCHEDULES. 20"1I BRK FLAG NOTES: I 20 ————— —————— — — BRK ____ 1� PROVIDE(2)VC TO HANDHOLE ADJACENT TO STAGE.PROVIDE(2)DPDT SWITCHES �1�3.� y� FOR RECEPTACLES AND(3)SPST SWITCHES FOR LIGHTING.REFER TO DETAIL PINE 1 Si �� 1/E9.01 FOR ADDITIONAL CONTROL CABINET DETAILS. Q PROVIDE ASTRONOMICAL TIME CLOCK FOR SITE POLE LIGHTS IN RESTROOM a BUILDING,ADJACENT TO ELECTRICAL PANEL.REFER TO DETAIL 3/E9.01 FOR POLE PROJECT MANAGEMENT: ——————— ____ _ TOE ——— BASE DETAILS. ROCK PROJECT MANAGEMENT ------ ------- ----- ------ — (425)572-6878 ECTURE INDSCAPE CT I I PROVIDE SPOTLIGHT TYPE LUMINAIRE MOUNTED ON POLE FOR FLAG POLE FORA LANDSCAPE ARCHITECTS LIGHTING. (206)322-1732 ARCHITECTURE: PROVIDE VIDEO SURVEILLANCE CAMERA,PATHWAY,AND CABLING TO VIDEO DYKEMAN ARCHITECTS U I I SURVEILLANCE HEAD END.COORDINATE FINAL PATHWAY AND LOCATION WITH FAR CIVI 2113111 L:(425) b WEST TECHNOLOGIES PRIOR TO INSTALLATION. JACOBSON CONSULTING ENGINEERS (206)426-2600 PROVIDE ASTRONOMICAL TIME CLOCK FOR CATENARY LIGHTING IN RESTROOM ELECTRICnUPLUM9lNc: BUILDING,ADJACENT TO ELECTRICAL PANEL. (4222 ERs (425)5)33fi-2 33-28IX GI I S3(TYP 2) STRUCTURAL: PROVIDE 1"C,2#12&1#12 EGC TO ART ELEMENT,CIRCUITED TO PANEL 1 Nz-1/45. SEATTLE STRUCTURAL Ps INC. I COORDINATE WITH LANDSCAPING FOR ADDITIONAL INFORMATION. (206)343-AK0 1N2-1/6c r-------- -. --------------W1 1N2-1/6c O �S3(TYP 2) F_- -- -= - - - I o ° W1 II O�� //// o ��� �(✓ I #lNN2-11O16b 1N2-1/6a 1N21 /6a RRoR1 1NN2-1/6a 1N2-1/6a2 /6 R7 R7 Z �ARTELEMENT 1N2-1/6b 1N2-1/6a 1N2-1/6a DO/ I R? G G D IRI RI 2 Q I 1N2-1/6 iN2-1/6a 1N2-1/6a 5 ON o Ro Rio f ART ELEMENTS ® I VC } ( ) �S3(TYP 2)FE I q I 2 1N2-1/6a 1N2-1/6a O C ' Ri Ri Ri I _J ` ap 1N21/6c---------- C1 ________ Z O 13"x24"HANDHOLE � M DD � m I 2 ENLARGED LIGHTING PLAN -STAGE 0 �, ® ® s S3(TYP 2) I E7.01 SCALE:1/8=1-0 06 I W -6 I t 47 ¢ -0 1' 0 O LL CIO o o LEI P�� ________yam_____________________________ I Y o _ I \\\\ \\ \� - --BRK--___----_----_---- -- BRK �� o ❑ wP9�P11I33 (A J �__ _ M. -- --y�Tl'P)2—I iN2-1/27 11`42-2 -------_------_ id31 _ 1N2-1/33e — — — — — _ — — ——— — — — — _ — — _ .G M,G DATE 9121123 TT TT� sss ss s ss ss s 1 1 1 0 1 S _ s Ss SS ss s ss s ss SS I DRAWN BQP I ASO P)J GAS GAS A GAS 1/131 CHECKED GAS——GAS—_tG ISBCPGAS GAS GAS GAS AS2 iN21/29d 1N2- TE G P WP,G®Wp"' REVISIONS: TOP PERMIT SET 9/28/23 (p W W W W W W W W W W 95%CD 10/09123 6»DI P) I mz-vz7d I ❑..I O ,11,1 N2-1/33e YY I BID SET 10/20/23 wP,c I ti O wP,c�III O I iN2-1129d WP,G®,G& PARTIAL 1N2-/3 e - - - - - - - - - - - - - - L j ELECTRICAL vc STAGE CONTROLS a SITE PLAN EQUIPMENT CABINET 1 (� PARTIAL ELECTRICAL SITE PLAN m FTI ENLARGED POWER PLAN -STAGE E1 .01 E1.01 SCALE:1"=10'-0" E1.01 SCALE:1/8"=1'-0" I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J ----- --- -- --------- - ---------- ---------�_---------- --------------------------__----__---- - - - - - - - - - - - - - - GENERAL NOTES: " e I 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL fora B " K STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. ——————— — 2 COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES.------------ COO CO S O CO C GS C S. \\ / / _ / S-t N, 65th Street — ————— ---------- -----�S1 �--------------- —� S1 � � 3. PROVIDE RIGID FOR ALL UNDERGROUND CONDUITS. Seattle,WA 98115 —————— — —— — \ 4. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING t'. 206-322-1732 E TOE �\ I CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. fora land ————_ ——————————————— —————————_————————————————— — 5. INSTALL NEW UNDERGROUND CONDUITS MINIMUM 18"DEEP,UNLESS Fora Landscape Ar«It=_ NOTED OTHERWISE.PROVIDE IDENTIFICATION TAPE 12"BELOW GRADE. t \ COORDINATE ROUTING WITH EXISTING UTILITIES AND ARCHITECTURAL, C A \ \ CIVIL,STRUCTURAL,AND LANDSCAPING ELEMENTS. Q,r'OF WA$y�+r� I \\ I \ 6. SEE SHEET E0.02 FOR SCHEDULES. I \ FLAG NOTES: PR VDE\\ 1 BUIOLDIING,ADJACENT TOELECCAL TIME ICAL PANEL.I REFER TO DETAIL 3 E9.1R OR POLE CLOCK FOR STE POLE LIGHTS IN RESTOOM 7A100364 BASE DETAILS. 4� PARCEL NO..31052100J02300 1..� \\ PROVIDE DIRECTIONAL BORING UNDERNEATH EXISTING ROADWAY.COORDINATE I \ WITH CIVIL FOR MORE INFORMATION.REFER TO DETAIL 2/E9.01 FOR DUCT BANK PROJECT MANAGEMENT : ADDRESS:17903T SMOKEY POINNT BLVD V DETAIL. G WNER:C Y OF ARCING ON ROCKP-6878 MANAGEMENT \ LANDSCAPE ARCHITECTURE \ FORA LANDSCAPE ARCHITECTS ARCHITECTURE: I \\ DVKEMAN ARCHITECTS I (425)258-3161 \\ I CIVIL: JACOBSON CONSULTING ENGINEERS \ (206)426-2600 ELECTRICAUPLUMBING: METRIX ENGINEERS (425)336-2822 STRUCTURAL: I I\\ SEATTLE STRUCTURAL PS INC. (206)343-AK0 Z,Z _IZ N < � I W W wl� IW I I I I I ~ I 2"C 00 -------------------------------- (3)1-1/2"C --------------- -- I � _ ---- --- — c � (DIELIO"PEOBSERVED(W):125.1101' Ld � � � .9'1 �: R -------- -- " 0a0BRK ------------- ac— I 13"x24"HANDHOLE 24"x24"HANDHOLE ----- '------ --------- --O --------- ---------- -- — — — — ------- > I S2 S2 1 1 1 m ss �s ss Tom ss ss ss ss ss s s l — cns cns STEEL G P cns c s— c s A DI H czs 2 STEEL '� O • 0a w w w DIP w w w w w w 6 1 W W w w w w O I � ' C 4 C�I `� �P DATE 9121123 J — _ — — — — — 1_7R TIHI —PI In\I — — — — DRAWN BCP I � I / V I I I L. I V.E. CHECKED BCP Q�r I O (A DEDICATED PUBLIC RIGHT OF WAY) REVISIONS: IBPS I � PERMIT SET 9/28/23 95%CD 10/09/23 SWALE BID SET 10/20/23 Ecd P) E I E----I— E- E cd P E E Ecd P PARTIAL 2"PE:130.23' r j j i IE 12"PE:1 9.97' DITCH --� — ELECTRICAL — — _ — PARTIAL SITE PLAN ---- I ELECTRICAL SITE PLAN _--------�-- I �___ Tcd CtV {�{ { .. {— E1 A2 SCALE:TOP —t--- ---- ------- ---------------- IE 12"CP:129,02' 33'DWY O 000000 6C E1 .02 O I /ctV(P) — — E� �P IE 12"cP:12a.o4' I SQL L — — — — - - -E - - - -TOP OF - - - - �,�� - - -- — ---------------------------------------------------------------------------------------------------------------------- - - - - - - - - GENERAL NOTES: a 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL fora STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. 2. COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES. 11 3. PROVIDE RIGID STEEL SWEEPS FOR ALL UNDERGROUND CONDUITS. 1430 NE 65th Street Seattle,WA 98115 • 4. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING fora I tl322-1732 CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. 5. INSTALL NEW UNDERGROUND CONDUITS MINIMUM 18"DEEP,UNLESS Fora Landscape 11 li I / NOTED OTHERWISE.PROVIDE IDENTIFICATION TAPE 12"BELOW GRADE. t COORDINATE ROUTING WITH EXISTING UTILITIES AND ARCHITECTURAL, IIyJ I // CIVIL,STRUCTURAL,AND LANDSCAPING ELEMENTS. A) 6. SEE SHEET EO.02 FOR SCHEDULES. i 70100364 ®� PHASEI PHASE24 ' • FLAG NOTES: '� I~3 a I / PROVIDE(1)DPDT SWITCH FOR RECEPTACLES,(1)DIGITAL TIMER PROJECT MANAGEMENT: / SWITCH FOR LIGHTING,AND(4)SPRING-WOUND TIMER SWITCHES FOR ROCK PROJECT MANAGEMENT / INFRARED HEATERS.REFER TO DETAIL 1/E9.01 FOR ADDITIONAL (425)572-6878 LANDSCAPE ARCHITECTURE: / CONTROL CABINET DETAILS. FORA LANDSCAPE ARCHITECTS (206)322-1732 >- PROVIDE ASTRONOMICAL TIME CLOCK FOR SITE POLE LIGHTS IN ARCHITECTURE: RESTROOM BUILDING,ADJACENT TO ELECTRICAL PANEL.REFER TO DVKEMAN ARCHITECTS (3)1"C DETAIL 3/E9.01 FOR POLE BASE DETAILS. (425)259-3161 CIVIL: / (206)JACOBSON 6-600 CONSULTING ENGINEERS ' - 3 PROVIDE DIRECTIONAL BORING UNDERNEATH EXISTING ROADWAY. COORDINATE WITH CIVIL FOR MORE INFORMATION. ELECTRIC X ENGINEERS M25)33 ENGINEERS PROVIDE VIDEO SURVEILLANCE CAMERA,PATHWAY,AND CABLING TO 1RUCTURAL: \\ I I 6-2822 S2/ STRUCTURAL: VIDEO SURVEILLANCE HEAD END.COORDINATE FINAL PATHWAY AND SEATTLE STRUCTURAL PS INC. \ / • LOCATION WITH FAR WEST TECHNOLOGIES PRIOR TO INSTALLATION. (206)343-3600 REFER TO DETAIL 2/E9.01 FOR DUCT BANK DETAIL. \ [EC> PROVIDE 1"C,2#12 8 1#12 EGC TO RPBA POWER,CIRCUITED TO PANEL � I 1N2-1/41.COORDINATE WITH CIVIL FORADDITIONAL INFORMATION. \\ PROVIDE 120V,20A GFCI RECEPTACLE,AND 1"C,2#12&1#12 EGC TO \\ METER VAUL LT SUMP PUMP,CIRCUITED TO PANEL 1 N2-1/43.COORDINATE WITH CIVIL FOR ADDITIONAL INFORMATION. z z PROVIDE 1"C,2#12&1#12 EGC TO IRRIGATION BOOSTER PUMP, ELECTRICAL PANEL CIRCUITED TO PANEL IN2-1/47.COORDINATE WITH LANDSCAPING FOR ( / VIDEO UTILITY METER ADDITIONAL INFORMATION. \ ( / (4)1 1/2"C HEAD END SURVEILLANCE\ L > &C7 CABINET PROVIDE 1"C,2#12&1#12 EGC TO IRRIGATION CONTROLLER,CIRCUITED 4 • TO PANEL 1N2-1/39.COORDINATE WITH LANDSCAPING FOR FINAL 13"X24"HANDHOLE BY COMCAST LOCATION PRIOR TO INSTALLATION. 7� r1 4 r R 10 SCOPE OF WORK TO OCCUR IN TWO PHASES:PHASE 1 AS NOTED TO THE ` N �2,�C J \ �� UTILITY TRANSFORMER AND VAULT L WEST OF THE HEAVY DASHED LINE,PHASE 2 AS NOTED TO THE EAST OF \\ ` 00 THE HEAVY DASHED LINE. D m — --30"z30"VALE �— \\ \ Q \ (z)1"C \ L.d 4C� \ S, �TT� > 1 Z 6 RR/ ss = L o -,- 1 IRRIGATION CONTROLLERa 9 ---� BRK 13"x24"HANDHOLE � 2 �".."HANDHOLE 2" (TVP) \ BY COMCAST od s2 sz AD TCH AG w A •w cn �\ cns I w cn w cns2STEELG P 2'STEEL�O — w—w w w 6DIWP 6DI m Y - — 55 SS u�$$ 55 SS 55 � S S — _Ps \� — � DATE 91211 23" w1,cN2-1/7a - - - - - - N2-1/4b DRAWN BCP R0%2-1I4b R0 1N2-1/9ai SSMpH RIM:129.70' 173TH PL. N.E.",-, CHECKED BCP IE U PE(E):1 23.70 (A 0E0IGAIED PUBLIC RIGHT OF WAY) ` 1/19,21 J 1N2-/4b iN-1/15,17 REVISIONS: SPEED LIMIT 25 CEILING: 5 3 2"C� \� �OjQ`v -1/4b PERMITSET 9/28/23 \� 95%CD 10/09/23 1N2-1/4b0 C)l N2-1/4b BID SET 10/20/23 SWALE Ecd(P) Ecd( _— Ecd P ��v -1/11,13 ®1N-1/23,21 E E E E E E E E E E E E E E _ DITCH _ _E€cd P € DITCH € E WPG 01N2-1If4b 01N2-1/4b __ __— _ _ _ _ _ _ _ — _ -- Rl PARTIAL i a L Tcd Ctv P — — \ _ - - - ------------------- ' LRD � ,N2,/9 ELECTRICAL Tcd Ctv� i _ _ _ Tcd Ctv P_ PICNIC --------------------------- SITE PLAN _,. _I _ ______ _ B SHELTER CONTROLS 6 CC 6 CC 6 CC 6 CC 32 DWy T\/ EQUIPMENT CABINET E1 .03 (E)COMCAST PE STAL CTVHH (� PARTIAL ELECTRICAL SITE PLAN m F ��"�P:127�ENLARGED ELECTRICAL PLAN -PICNIC SHELTERmELECTRICAL PLAN -PICNIC SHELTERm E1.03 SCALE:1"=10'-0" E1.03 SCALE:1/8"=1'A" — — — — — — — — — — — — — — ANGLE fora S4 t NE Street Seattle,WAA 98115 REMOVABLE PANEL COVER t. 206-322-1732 Ifora land I OAre hltLerdcaF e. I C. 20100364 I FRONT VIEW SIDE VIEW I a I PROJECT MANAGEMENT: LINE VOLTAGE FOR SWITCHES ROCK PROJECT MANAGEMENT FOR LIGHTS AND RECEPTACLES LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322.1 732 ARCHITECTURE: DYKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426-2600 ELECTRICAUPLUMBING: SPRING-WOUND TIMERS FOR INFRARED MCTRIX ENGINEERS O HEATERS(ONLY AT PICNIC SHELTER) (425)336-2822 TYPICAL LIGHT AND POLES AS SPECIFIED STRUCTURAL: SEATTLE STRUCTURAL PS INC. (206)343-M00 SIZE CHART POLE HT. A B INSIDE VIEW 8'-12' 36" 12" ry L� 13'-20' 42" 16" 21'-30' 72" 24" NOTES: 31'-40' 78" 30" 1. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. 2. CABINET SHALL BE FLUSH MOUNTED AT STAGE,SURFACE MOUNTED AT PICNIC SHELTER. 3. SEE FLOOR PLANS FOR ACTUAL QUANTITIES OF SWITCHES. 4. SIZE CABINET FOR QUANTITY OF DEVICES. PROVIDE(1)POLE-MOUNTED DUPLEX GFCI RECEPTACLE IN LOCKABLE, WEATHERPROOF COVER,18"ABOVE /+ POLE BASE CANOPY. _ TYPICAL CONTROLS CABINET DETAIL POLE GROUND LUG.TERMINATE EQUIPMENT (V M E9.01 SCALE:NONE GROUNDING CONDUCTOR AND FIXTURE GROUND. 0 a) POLE BASE CANOPY TERMINATE CONDUITS AT BASE OF HAND HOLE L POLE MOUNTING PLATE O 5 G p I ANCHOR BOLTS,NUTS,AND LEVELING NUTS BY FINISHED GRADE FILL VOID BETWEEN POLE BASE I POLE MANUFACTURER.COORDINATE SIZE AND O AND POLE MOUNTING PLATE I SPACING WITH SUPPLIER. WITH GROUT.PROVIDE THREE I Q T UNDISTURBED EARTH WEEP HOLES 12"APART. I BEVEL 2"AT 45 DEGREES 17' BURIED IDENTIFICATION TAPE Z I I LAYERS BACKFILL-PLACE AND COMPACT IN 8" 6"HIGH BASE E v i p GRADE z SAND IIII I p IIII—III _ RREVERSIBEE CONNECTION AT POLE G1NG ELECTRODE CONDUCTOR IROUND LUG, O EXOTHERMIC WELD AT GROUND ROD.SEAL BELOW GRADE. 24"MIN =IIII-IIII p - � 6"(TYR) BASE WITH MATCHING GROUT TOod SACK EXPOSED PORTION OF 2-0 FILL MIN. IIII p p v III INSTALL ill"X 10'-0"COPPER GROUND ROD FILL VOIDS AND COVER FORM MARKS REINFORCING RODS 4#4 VERTICAL WITH [o 2"MINIMUM COVER TIES AT 16"O.C. 11,5p THROUGH DEPTH BOLTS BASE. C (A) v p INSTALL ANCHOR BOLTS AS 0 7.5"(TYP) COPPER EQUIPMENT GROUND CONDUCTOR RECOMMENDED BY POLE MANUFACTURER ATTACH TO INTERNAL LUG WELDED INTERIOR6"(TYP) OF POLE GROUNDED CONDUCTOR SHALL BE SAME SIZE AND TYPE AS SUPPLY CONDUCTOR p CONDUIT(S}REFER TO PLANS.FOR DIRECTQ BURIED CABLE APPLICATIONS PROVIDE 90°DOWN SWEEP WITH BUSHED ENDS AND SEALED. � )�J J p v p v DATE 9121123 NOTES: 1. CONDUIT SHALL HAVE A MINIMUM OF 36"OF COVER (g) CONCRETE POLE BASE DRAWN BCP 2. PROVIDE A MINIMUM OF 12"HORIZONTAL SEPARATION BETWEEN CONDUIT AND OTHER UTILITIES. CHECKED BCP 3. CONDUIT SHALL BE PVC SCHEDULE 40.REFER TO EO.02 AND E1.00 FOR SIZING. 4. COORDINATE WITH UTILITY COMPANIES FOR ALL REQUIREMENTS. REVISIONS: S. CONFORM TO ALL REQUIREMENTS INDICATED IN CIVIL DRAWINGS AND SPECIFICATIONS. DIAMETER OF POLE BASE SIZED AT 6. REFER TO SHEET E102 AND COMMUNICATION FLOOR PLANS FOR QUANTITY OF CONDUITS. THE DIAMETER OF POLE BASE PERMIT SET 9/28/23 7. COORDINATE ROUTING WITH PLUMBING AND STRUCTURAL ELEMENTS.ROUTE CONDUITS BELOW FOOTINGS OR CANOPY PLUS 2"ABOVE BEVEL. PROVIDE SLEEVES IN FOOTINGS PER STRUCTURAL DETAILS. 95%CD 10/09/23 BID SET 10/20/23 � I TYPICAL DUCT BANK DETAIL TYPICAL LIGHT POLE BASE DETAIL ELECTRICAL E9.01 SCALE:NONE E9.01 SCALE:NONE DETAILS � I E9.01 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J ARCHITECTURAL ABBREVIATIONS ANNOTATION LEGEND GENERAL NOTES -SITE PLAN BUILDING ELEMENT TAGS A. FOR DETAILED SITE INFORMATION,REFER SI CIVIL R UTES O TRAVEL, DRAWINGS. fora L ANGLE FA FIRE ALARM CA OVERALL B. FOR ACCESSIBLE PARKING AND ALL ACCESSIBLE TO EIL AND L REFER S.CIVIL AND & AND FED FURNISHED BY OTHERS OC ON CENTER LANDSCAPE DRAWINGS. AS ANCHOR BOLT FD FLOOR DRAIN O.D. OVERFLOW DRAIN ROOM NAME C. FORALL EXISTING AND PROPOSED EASEMENTS,REFER TO CIVILAND LANDSCAPE DRAWINGS. ACT ACOUSTICAL CEILING TILE FDN FOUNDATION OD OUTSIDE DIAMETER NORTH ARROW 101 ROOM NAME&NUMBER ADD ADDENDUM FE FIRE EXTINGUISHER OFCI OWNER FURNISHED A.F.F. ABOVE FINISH FLOOR FEC FIRE EXTINGUISHER CABINET CONTRACTOR INSTALLED NOTES 1430 NE 651h Street AILS AREA LIGHT STANDARD FF FINISH FLOOR OFOI OWNER FURNISHED OWNER Seatee,WA 98115 NORTH t 206-322-1 T32 ALUM ALUMINUM FFE FINISH FLOOR ELEVATION INSTALLED WS.10 WALL TYPE Tora.lantl ANOD ANODIZED FIN FINISH OH OVERHEAD 11R Sheet List FL FLOOR OPNG OPENING Fore Landscape Architects BC BOTTOM OF CURB FO FACE OF OPP OPPOSITE DIMENSIONAL CONTROL Sheet Number Sheet Name BD BOARD FOC FACE OF CONCRETE OS OUTSIDE 101 DOOR NUMBER BLDG BUILDING FOF FACE OF FINISH A1.01 ARCHITECTURAL SITE PLAN BLKG BLOCKING FOM FACE OF MASONRY PIP POURED IN PLACE A2.01 STAGE FLOOR AND ROOF PLAN B.M. BENCH MARK FOS FACE OF STUD PL PROPERTY LINE �� O WINDOW TYPE A203 STAGE EXTERIOR ELEVATIONS 12859 BM BEAM FRT FIRE RETARDANT TREATED PLAS PLASTER ( 0 t—+— GRIDS . REGISTERED BOT BOTTOM FTG FOOTING PLYWD PLYWOOD \J A2.04 STAGE SECTIONS ARCHITECT BTU BRITISH THERMAL UNIT FURR FURRING PSF PER SQUARE FOOT 0_0" A3.01 PICNIC SHELTER FLOOR AND ROOF PLAN BTWN BETWEEN P CEILING ELEVATION FROM FLOOR LEVELT. PRESSURE TREATED A3.03 PICNIC SHELTER EXTERIOR ELEVATIONS GA GAUGE PVMT PAVEMENT 0 A3.04 PICNIC SHELTER SECTIONS PATRICIA SUSAN SHERMAN C ORC CHANNEL GAL V GALVANIZED CB CATCH BASIN GB GRAB BAR R. RADIUS O ROOF ASSEMBLY TYPE A4.01 RESTROOM FLOOR AND ROOF PLAN CCTV CLOSED CIRCUIT TV GC GENERAL CONTRACTOR R.D. ROOF DRAIN A4.03 RESTROOM EXTERIOR ELEVATIONS STATE OF WASHINGTON CIS CORNERGUARD GL GLASS REF REFERENCE NAME LEVEL DATUM A4.04 RESTROOM SECTIONS C.I.P. CAST IN PLACE GND GROUND REFR REFRIGERATOR ELEVATION O MATERIAL MARK A8.01 EXTERIOR DETAILS CLG CEILING GVP GYPSUM VENEER PLASTER RECII REQUIRED A2.02 STAGE REFLECTED CEILING PLAN PROJECT MANAGEMENT: CLR CLEAR GWB GYPSUM WALL BOARD REV REVISE OR REVISION A3.02 IPICNIC SHELTER REFLECTED CEILING PLAN ROCK PROJECTMANAGEMENT CJ CONTROLJOINT RM ROOM ci� CENTERLINE MARK (425)572-6878 CMU CONCRETE MASONRY UNIT HB HOSE BIB R.O. ROUGH OPENING Revisions LANDSCAPE ARCHITECTURE: CONT CONTINUOUS HC HANDICAP RCP REFLECTED CEILING PLAN FORA LANDSCAPE ARCHITECTS (206)322-1T32 CORR CORRIDOR HDWR HARDWARE ARCHITECTURE: REVISION TAG CS.J CONSTRUCTION JOINT HM HOLLOW METAL SB SMART BOARD SPOT ELEVATION A DYKEMAN ITECT6 CSMT CASEMENT HW HOT WATER Sc SOLID CORE AAA 0 10'-8" 21'-4" 42'-8" CIVIL: s9a161 CT CERAMIC TILE HVAC HEATING,VENTILATION AND SECT SECTION cJAC CTR CENTER AIR CONDITIONING SF SQUARE FOOT JACOBSON CONSULTING ENGINEERS CL CENTERLINE SHTG SHEATHING REVISION CLOUD (206)426.2600 Scale:3/64"=1'-O" ELECTRICALPLUMBING: INSUL INSULATION SHWR SHOWER DRAWING CALLOUT TYPES NORTH METRIX ENGINEERING DEL DOUBLE INT INTERIOR SHT SHEET (425)336.2522 DTL DETAIL SIM SIMILAR STRUCTURAL: DF DRINKING FOUNTAIN JAN JANITOR Si SEISMICJOINT SEATTLE STRUCTURAL PS INC. DIA DIAMETER JT JOINT SM SHEET METAL (206)343-3000 DAG DIAGONAL JET JOST SPEC SPECIFICATION A3.01 1B EXTERIOR ELEVATION CALLOUT DIM DIMENSION SQ SQUARE DISP DISPENSER L LENGTH SS STAINLESS STEEL DN DOWN LAV LAVATORY STD STANDARD 1A DP DAMPROOFING LB LAG BOLT STL STEEL A' DR DOOR LKR LOCKER STOR STORAGE IL.YL DS DOWNSPOUT LS LANDSCAPING STRUCT STRUCTURAL AS 113 INTERIOR ELEVATION CALLOUT DT DRAIN TILE LVR LOUVER SUSP SUSPENDED /r DWG DRAWING \� MAT'L MATERIAL T TEMPERED GLAZING 1C EA EACH MAX MAXIMUM TC TOPOFCURB EF EXHAUSTFAN MB MARKERBOARD TEL TELEPHONE __ EJ EXPANSION JOINT MECH MECHANICAL T&G TONGUE AND GROOVE I� ) SIM EL ELEVATION MED MEDIUM THK THICK CALLOUT ELEC ELECTRICAL MEZZ MEZZANINE TJ TOOL JOINT A101 E.O.S. EDGE OF SLAB MFR MANUFACTURER TP TOP OF PAVEMENT l 1 ENGR ENGINEER MH MANHOLE TYP TYPICAL ` EP ELECTRICAL PANEL MIN MINIMUM TOD TOP OF(MATERIAL) M EQ EQUAL MR MRROR TOP TOP OF PARAPET 7 N EQUIP EQUIPMENT MI SIC MISCELLANEOUS TOS TOP OF STRUCTURE SIM L N ES EACH SIDE MTO MOUNTED A1101 BUILDING SECTION CIDEW EACH WAY MTL METAL UNFIN UNFINISHED EXST EXISTING UNO UNLESS NOTED OTHERWISE (E) EXPANSION NA NOT APPLICABLE C Q EXT EXTERIOR NIC NOT IN CONTRACT VB VAPOR BARRIER G NOM NOMINAL VERT VERTICAL SIM NS NELSON STUD VEST VESTIBULE 1 NTS NOT TO SCALE VFY VERIFY A101 WALL SECTION 0 W/ WITH O WC WATER CLOSET i- WD WOOD — WF WIDE FLANGE SIM U Q WG WIRE GLASS 1 WH WATER HEATER A701 DETAIL SECTION W/O WITHOUT LLI WP WATERPROOFING WT WEIGHT 7 L a L o lO � PICNIC I //�.. I 2: + .; + + + `� \ A3:o1 SHELTER _ .. ✓ I - I I m 1 � �O ■ — a \ \ _ -- z A � PLAY AREA PHASE[L E— [L / ® STAGE a J T GREAT LAWN — — — j x I 1 r ALLEY- } ■ A2.01 - ` A4.01 I ---PHASE Z.v DATE 9/28/23 YO ■ ■ I) \\ _I DRAWN OF CHECKED SG PLAZA _ — _ — —— _ _ -- — _— --` / — � REVISIONS: PERMIT SET 9/28/23 i ■ �, �/ I _, �RESTROOMS1 I� _ � ` sSicD 10/09/23 / -- _ — — ® � � _— — �� � �� � BID SET 10/20/23 i I I -- ---- --- - ------------ � ARCHITECTURAL - -- -------------- -------- ------- - ----- fl SITE PLAN I J ARCHITECTURAL SITE PLAN 178TH PL SE GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. B. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street Sea61e,WA 98115 t 206-322-1732 KEYNOTE LEGEND '°'..land Fore Landscape Architects KEYNOTE I KEYNOTE TEXT 1. SCREEN WALL-REFER TO STRUCTURAL FOR SUPPORT FRAME. 2. COLUMN PER STRUCTURAL,TYP. 3. CONCRETE PAVING-REFER TO LANDSCAPE DRAWINGS. 12859 4. CONCRETE STEPS-REFER TO LANDSCAPE DRAWINGS. REGISTERED 5. ALIGN WITH EDGE OF PAVING. ARCHITECT 6. EDGE OF ROOF ABOVE. 7. RIDGE LINE ABOVE. 8. SCUPPER AND DOWNSPOUT,TYP. PATRICIA SUSAN SHERMAN 9. GUTTER,TYP. STATE OF WASHINGTON 10. EDGE OF PAVING-REFER TO LANDSCAPE DRAWINGS. 2 11. ELECTRICAL OUTLET PER ELECTRICAL,TYP. 2 12. FLOOR BOX PER ELECTRICAL,TYP. Si S2 A2.03 A2.04 S3 S1 S2 A2.03 A2.04 S3 13. LIGHTING CONTROLS EQUIPMENT CABINET PER ELECTRICAL. 14. 1518, X 3 5/8"METAL STUD BEYOND,TYP.(4) PROJECT MANAGEMENT: 1 1 15. STANDING SEAM METAL ROOF RGCK PROJECTMANAGEMENT (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS 8 (206)322-1732 18,-0' 1 B'0„ ARCHITECTURE: 5 DYKEMAN ARCHITECTS 6'-0" 12'-0" 4' 0" (425)259-3161 CIVIL: 2 JACOBSON CONSULTING ENGINEERS _____________t-______ ______ _____________________ ____________________________, (206)426.2600 2'-0" 2'-0" ELECTRICALrPLUMBING: 10 METRIX ENGINEERING (425)336.2822 ;12 STRUCTURAL: SEATTLE STRUCTURAL PS INC. SA —Ii 8 ' a — — °. d— SA — — — — — — — — (206)343-3000 °Q d ° ° - _ > ad. d d 4 ° ° d° 4:12 4:12 / d° - ° Q 4 - lit ❑ ° °d M d° d is a Z N ° 4 4° h° 4 ° d di l}I a O � d D O C4 3 ° e J r d �° d a a ° a U Q 4 ° a °I d � f I s u.i a � ° d �g 1 � 14 ° , J_a Az.oa ° RIDGE — d z � 4 lit d n� � A2.03 4 q ° 4d °.. �, ° � . I a Az.03 4 q ° 2 A2.03 2 A203 00 4 W ° D � r J 14 a ° 4 d �d. O °a I I I I O ° T ° - d 4 ° d❑ 4:12 4:12 13 ° d 1 E 1 d 2 2 DATE 9/8/3 ° 4° I °4 ° DRAWN OF d ° CHECKED SG REVISIONS: d a d PERMIT SET 9/28/23 95%CD 10/09/23 —L ° SB — -- --------_1� -- -----1�-- SB — — — — — — BID SET 10/20/23 II B2 � I 2'-0" 2'-0" TYP. A8.01 3 J 3 STAGE FLOOR AND ROOF PLAN A2.03 8 A2.03 0 m 2'-S" i 9ca16:3,8„-,,-D" A2.01 STAGE FLOOR PLAN 2 STAGE ROOF PLAN NORTH 3I8"=1'-0" 3/8"=1'-0" GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. B. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street S-W.,WA 98115 t 206-322-1732 KEYNOTE LEGEND m.land KEYNOTE KEYNOTE TEXT Fore Landscape Architects 1. COLUMN PER STRUCTURAL,TYP. 2. BEAMS PER STRUCTURAL.STAIN S-1,TYP. 3. TONGUE AND GROOVE DECKING.STAIN S-1,TYP. 12859 4. SCUPPER AND DOWNSPOUT,TYP. REGISTERED 5. GUTTER,TYP. ARCHITECT 6. ELECTRICAL OUTLET PER ELECTRICAL,TYP. 7. LIGHT FIXTURE PER ELECTRICAL,TYP. 8. FLOOD LIGHT PER ELECTRICAL,TYP. PATRICIA SUSAN SHERMAN 9. SECURITY CAMERA PER ELECTRICAL. STATE of wnsHlNciaN 10. FLUSH MOUNTED INFRARED CEILING HEATER.REFER TO ELECTRICAL FOR CONNECTION. PROJECT MANAGEMENT: ROCK PROJECTMANAGEMENT S1 S2 S3 (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS 4 1 (2W)322-1732 ARCHITECTURE: DYKEMAN ARCHITECTS 6 C(425)259-3161 IVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 5 ELECTRICALPLUMBING: METRIX ENGINEERING (425)336.2922 STRUCTURAL: SEATTLE STRUCTURAL PS INC. L (208)343-3000 3 2'-0" 4'-10" 2'1 V! a❑ p \\ TYP. TYP. TYP. w 0 O-� ❑ M Z N 0 tT'P DO° L I I I O 0 l b o U Q LI LLd A2.04 1 z Z II III III � � 0 0 0 06 ❑ Lu m 0 o O o 0 0 DATE 9/28/23 DRAWN OF 9 ❑ CHECKED SG REVISIONS: PERMITSET 9/28/23 95%CD 10/09/23 BID SET 10/20/23 III 41 STAGE REFLECTED 0 r'a" 2'-8" 5'4" CEILING ^PLAN Scala:3/8"=1'-O" A /L. STAGE REFLECTED CEILING PLAN NORTH OL GENERAL NOTES - EXTERIOR ELEVATIONS A. EXTERIOR MATERIAL TYPES-REFER TO MATERIAL LEGEND THIS SHEET. fora B. DOWNSPOUTS SUPPORTS-FOR DOWNSPOUTS UP TO 12'-0"IN LENGTH PROVIDE 2 PREFINISHED METAL STRAPS(TOP AND BOTTOM).12'-0"AND LONGER PROVIDE 3 PREFINISHED METAL STRAPS(TOP,MIDDLE AND BOTTOM). C. EXTERIOR DETAILS-SEE AS SERIES SHEETS. 1430 NE 65th Street Sea61e,WA 98115 t 206-322-1732 1ora.land B, 82 33 BA sB KEYNOTE LEGEND Foro Landscape Architects KEYNOTE I KEYNOTETEXT 1. FRAMING PER STRUCTURAL.STAIN S-1,TYP. �Z�- 6. 2. PLATE PER STRUCTURAL.PAINT P-1,TYP. 3. COLUMN PER STRUCTURAL.PAINT P-1,TYP. 6 4. PRECAST WALL CAP,TYP. 5. STONE VENEER,TYP. 11 STANDING SEAM METAL ROOF PATRICIA SUSAN SHERMAN 11 7. COMPOSITE SIDING,TYP. STATE OF WASHINGTON B. DECORATIVE METAL SCREEN,TYP. 9. TRUSS PER STRUCTURAL.STAIN S-1,TYP. t12-0"A.F.F. 1 10. ELECTRICAL OUTLET PER ELECTRICAL. T.O.COL. 11. SECURITY CAMERA PER ELECTRICAL. PROJECT MANAGEMENT: 2 1 12. FLOOD LIGHT PER ELECTRICAL ROCK 72-687e ROCKT WANAT MANAGEMENT LANDSCAPE ARCHITECTURE: +10'-0" .F.F. 3 FORA LANDSCAPE ARCHITECTS T.O.COA (2W)322-1732 L. ARCHITECTURE: DYKEMAN ARCHITECTS EQ. O" EQ. 'Q. -O. EQ. (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 3 ELECTRICA PLUMBING: 2 METRIX ENGINEERING (425)336.2822 �® 7®' 7 STRUCTURAL: �m�� �/y ���� �� ��em°o- RNA SEATTLE STRUCTURAL PS INC. �pn1� �]����y O�j(a mfL� o� 6 zoe)34a-aoo0 _ LL a 5 /r I I I I I A2 Aa.a1 � M Z N 3 STAGE EXTERIOR ELEVATION-SOUTH 4 STAGE EXTERIOR ELEVATION -WEST m rn 3/8"=1'-0" 3/8"=1'-0" L aQ 5 L O OC UQ z Z S3 S2 S1 SB SA � � O 00 06 w m 1 s o 11 O5 � E EQ. '-a' EQ. s'-O EQ. MATERIAL LEGEND 2 DATE 9/28/23 3 COMPOSITE SIDING 3 DRAWN DF D �° A ® CONCRETE-PRECAST ROOFING CHECKE SG �d® q®®��9g� �@ v a9S �d�� V� �a��� .®ems FY�e 8 REVISIONS: PERMIT SET 9/28/23 CONCRETE-PRECAST SIDING 95%CD 10/09/23 STONE VENEER BID SET 10/20/23 5 MFR:ELDORADO STONE PATTERN:COUNTRY RUBBLE 5 COLOR:COGNAC STAGE EXTERIOR A o1 ELEVATIONS STAGE EXTERIOR ELEVATION - NORTH 2 STAGE EXTERIOR ELEVATION - EAST A2'03 GENERAL NOTES -SECTIONS A. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR CLADDING TYPES AND fora LOCATIONS. KEYNOTE LEGEND 1430.E A98115 SW-3 WA 98115 t 206-322-1]32 KEYNOTE KEYNOTE TEXT f—l-d SB SA 1. FRAMING PER STRUCTURAL.STAIN S-1,TYP. Fore Landscape Arehilecta 2'-0" 1 2'-0" 2. 6"TONGUE AND GROOVE DECKING.STAIN 3-1,TYP. 3. CONNECTION PLATES PER STRUCTURAL.PAINT P-1,TYP. 4. FOOTINGS PER STRUCTURAL,TYP. 12859 REGISTERED ARCHITECT ' B1 A8.01 PATRICIAATESU SAN SHERM INGTONN 1 STATE OF WASHINGTON 2 PROJECT MANAGEMENT: ROCKP2-6878 MANAGEMENT A8.01 425)ND$CAPEAe LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (2HH)322-1]RE ARCHITECTURE: DYKEMAN ARCHITECTS 3 CIVIL: 69-3161 JACOBS Co2O NSULTIN: G ENGINEERS 6-26a ELECTRI UMBING METR XENG NEERING 9 (426)336-282 a� VOO-v 8 STRUCTLIRAL SEATTLE STRUCNRAL PS INC. — � (21M)343-3060 Bz 4 III A8.01 �I11I II111 �I II 1 IIII ll III I III II I1II II III II T11 1 1 II I11 11 III1 I III CI llIIITI IIIIIITI- M Z N DO 2 STAGE LONGITUDINAL SECTION DO 5L L O OC UQ z Z S1 S2 S3 O 00 4 G" 06 B4 ` J A8.01 OPP. �y 2'-0" m 64 O A8.01 12 12 O �a a� 5 �' G O Y 2 �/J (/) I I I DATE 1121123 DRAWN DF CHECKED SG REVISIONS: PERMIT SET 9/28/23 A8o1 95%CD 10/09/23 B2 BID SET 10/20/23 A8.01 SIM. B2 4 A8.01 STAGE SECTIONS 1 I 1 I Ln L1IT R� 1 1 1 1 1 1 STAGE TRANSVERSE SECTION /�A 2'04 3/8"=V-0" GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. 13 DIMENSIONS DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street Seeds,WA 98115 t 206-322-1732 1ora.land Fora Landscape Architects 12859 REGISTERED ARCHITECT KEYNOTE LEGEND PATRI°'"sDSAN INGTONN STATE OF WASHINGTON KEYNOTE KEYNOTE TEXT 1. SCREEN WALL-REFER TO STRUCTURAL FOR SUPPORT FRAME. 2. COLUMN PER STRUCTURAL,TYP. 3. CONCRETE PAVING-REFER TO LANDSCAPE DRAWINGS. PROJECT MANAGEMENT: 4. CONCRETE STEPS-REFERTO LANDSCAPE DRAWINGS. RGCK PROJECTMANAGEMENT (425)572-6878 5. ALIGN WITH EDGE OF PAVING. LANDSCAPE ARCHITECTURE: 6. EDGE OF ROOF ABOVE. FORA LANDSCAPE ARCHITECTS 7. RIDGE LINE ABOVE. (206)322-1732 8. SCUPPER AND DOWNSPOUT,TYP. ARCHITECTURE: 9. GUTTER,TYP. DYKEMAN ARCHITECTS 10. EDGE OF PAVING-REFER TO LANDSCAPE DRAWINGS. (425)259-3161 CIVIL: 11. ELECTRICAL OUTLET PER ELECTRICAL,TYP. 3ACOBSONCONSULTING ENGINEERS 12. FLOOR BOX PER ELECTRICAL,TYP. (206)426.2600 13. LIGHTING CONTROLS EQUIPMENT CABINET PER ELECTRICAL. ELECTRICAUPLUMBING: 14. 1518, X 3 5/8"METAL STUD BEYOND,TYP.(4) METRIX ENGINEERING 15. STANDING SEAM METAL ROOF (425)336.2822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. (206)343-3000 A3.03 A3.03 P1 ^ 1 P2 P1 1 P2 I..L Y3,-0. 10 2 ----------____________i B I i I PA ! DO N 41 1 d. Q 1 4 4 I iF----.R � d °° - - I- Ld I d °d a do i. d ° d d `1 °d d � 4 ° 00 d 1..� ^x I ° °d I W ° ° < - d ° ° ° 4:12 5:12 ° 4 ° - d. A3.03 4 ° d a ° I v 3°° d ° 2 A3.03 A3.03 4 2 A3.03 y L u m d° d J Y E d co d.. 4° ° DATE 9/28/23 d DRAWN OF CHECKED SG a d ° �® °. ° REVISIONS: PERMITSET 9/28/23 13 95%CD 10/09/23 BID SET 10/20/23 I °I I o B2 i A8.01 T- I 3 3 PICNIC SHELTER ° e A3.04 A3.03 ° A3.04 A3.03 FLOOR AND 0 4" 2'-8" 5'-0" ROOF PLAN Scala:3/8 V-O" � A 1 PICNIC SHELTER FLOOR PLAN 2 PICNIC SHELTER ROOF PLAN NORTH 3•� GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. B. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street Seeds,WA 98115 t 206-322-1732 KEYNOTE LEGEND 1era.11Dd Fore Landscape Architects KEYNOTE KEYNOTE TEXT 1. COLUMN PER STRUCTURAL,TYP. 2. BEAMS PER STRUCTURAL.STAIN S-1,TYP. 3. TONGUE AND GROOVE DECKING.STAIN S-1,TYP. 12859 4. SCUPPER AND DOWNSPOUT,TYP. REGISTERED 5. GUTTER,TYP. ARCHITECT 6. ELECTRICAL OUTLET PER ELECTRICAL,TYP. 7. LIGHT FIXTURE PER ELECTRICAL,TYP. 8. FLOOD LIGHT PER ELECTRICAL,TYP. PATRICIA SUSAN SHERMAN 9. SECURITY CAMERA PER ELECTRICAL. STATE of wnsHlNciaN 10. FLUSH MOUNTED INFRARED CEILING HEATER.REFER TO ELECTRICAL FOR CONNECTION. PROJECT MANAGEMENT: ROCK PROJECTMANAGEMENT (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECNRE: DYKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 ELECTRICALrPLUMBING: METRIX ENGINEERING (425)336.2822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. (206)343-3000 P1 7 P2 7'-9" 6-2" 6-2- 1 TYP. \\ TYP. TYP. 6 TYP. 4 TYP N QG N 3 TYP. w 7 Q TYP. 6 TYP. 5 O w � a 10 TYP. w � U Q � z Z a O °° � 06 � 0 .o Oa_ 5 T G O Y O J ^ 0 A3.04 DATE 9/28/23 DRAWN OF CHECKED SG REVISIONS: PERMITSET 9/28/23 95%CD 10/09/23 — — — — — — — — — BID SET 10/20/23 PICNIC SHELTER REFLECTED 2 0 1-4" 2'-8" 5'-41. CEILING PLAN A3.04 PICNIC SHELTER REFLECTED CEILING PLAN Scale:3/B"=1'-0" NORTH A3.02 GENERAL NOTES - EXTERIOR ELEVATIONS A. EXTERIOR MATERIAL TYPES-REFER TO MATERIAL LEGEND THIS SHEET. fora B. DOWNSPOUTS SUPPORTS-FOR DOWNSPOUTS UP TO 12'-0"IN LENGTH PROVIDE 2 PREFINISHED METAL STRAPS(TOP AND BOTTOM).12'-0"AND LONGER PROVIDE 3 PREFINISHED METAL STRAPS(TOP,MIDDLE AND BOTTOM). C. EXTERIOR DETAILS-SEE AS SERIES SHEETS. 1430 NE 65th Street Seeds,WA 98115 t 206-322-1732 Tora.land KEYNOTE LEGEND Fore Landscape A hRecta KEYNOTE KEYNOTE TEXT P1 P2 PA PB 1. FRAMING PER STRUCTURAL.STAIN S-1,TYP. 2. PLATE PER STRUCTURAL.PAINT P-1,TYP. 3. COLUMN PER STRUCTURAL.PAINT P-1,TYP. 12859 REGISTERED 4. PRECAST WALL CAP,TYP. ARCHITECT 5. STONE VENEER,TYP. 6. STANDING SEAM METAL ROOF 7. COMPOSITE SIDING,TYP. 8. DECORATIVE METAL SCREEN,TYP. PATRIC IA SUSAN SHERMAN ®ap�"�� �D�°p�" � ��Qap� � ®ap� � �uDm®ap�,q°��� �eft—, ��"� 9. TRUSS PER STRUCTURAL.STAINS-1,TYP. STATE of WASHINGTON to°� sa qe�° •®tee® oe�a�° �g oe�a��p��g see®� •�® �Q �° �� �0 10. ELECTRICAL OUTLET PER ELECTRICAL. ' +��° a11SECURITY CAMERAPER ELECTRICAL. WWI° � B. �Bv B.@�v 12, FLOOD LIGHT PER ELECTRICAL PROJECT MANAGEMENT: ROCKP MANAGEMENT 2-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1]RE ARCHITECTURE: DYKEMAN ARCHITECTS 6 (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 ELECTRICAUPLUMBING: +7'-O"A.F.F. /�i7'-O"A.F.F. : M25)33 ENGINEERING T.O.COL OT.O.COL. laz5>a36.2822 STRUCTURAL: 9 1 1 SEATTLE STRUCTURAL PS INC. 2'-D„ (20)M3-3000 2 2 2 3 3 4 4 L.f_ 5 5 in J /L 1 M Z N 00 PICNIC SHELTER EXTERIOR ELEVATION -SOUTH PICNIC SHELTER EXTERIOR ELEVATION -WEST rn 4 / 3/8"=T-O" � Q 5 3: L 0 C UQ z PB PA z a ^0^ 00 L.L 06 I I W m o I I T V J (n 6 MATERIAL LEGEND •" COMPOSITE SIDING DATE 1121123 +T-0"A.F.F. +7'-0"A.F.F. T.O.COL T.O.COL R DRAWN DF 9 1 \ 1 CHECKED SG \\ �J CONCRETE-PRECAST ROOFING 2 2 2 REVISIONS: 3 PERMITSET 9/28/23 3 CONCRETE-PRECAST SIDING 95%CD 10/09/23 4 4 STONE VENEER BID SET 10/20/23 MFR:ELDORADO STONE 5 5 PATTERN::COUNTRY RUBBLE COLOR:COGNAC PICNIC SHELTER EXTERIOR ELEVATIONS PICNIC SHELTER EXTERIOR ELEVATION-NORTH 2 PICNIC SHELTER EXTERIOR ELEVATION - EAST A3.03 11 =1'-0" 3/8"=1'-O" GENERAL NOTES -SECTIONS A. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR CLADDING TYPES AND fora LOCATIONS. et KEYNOTE LEGEND 8 ads,30 A98115 SW-3 WA 98115 t 206-322-1 T32 KEYNOTE KEYNOTE TEXT f—l-d 1. FRAMING PER STRUCTURAL.STAIN 3-1,TYP. Fore Landscape ArehRects 2. 6"TONGUE AND GROOVE DECKING.STAIN 3-1,TYP. 3. CONNECTION PLATES PER STRUCTURAL.PAINT P-1,TYP. 4. FOOTINGS PER STRUCTURAL,TYP. 12859 REGISTERED 1 ARCHITECT PA A3.04 PB PATRIC IA SUSAN SHERMAN STATE OF WASHINGTON 1 TYP. rPROJECT �01 PROJECT MANAGEMENT: B1 OJECTMANAGEMENT A8.01 LNDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECNRE: DYKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 ELECTRICALPLUMBING: METRIX ENGINEERING • 2 TYP. (425)336.2822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. (208)343-3000 3 TYP. ( 4 TYP. 1..� L N DO PICNIC SHELTER LONGITUDINAL SECTION rn 5L L 0 C LUQ 2 1 z P1 A3.04 P2 06 11 m -12�5 1 1j�1 � ' I 12 � p 2'-0" 47 c/ DATE 9/28/23 3 DRAWN DF CHECKED SG A3 OPP. A3 REVISIONS: A8.01 A8.01 PERMITSET 9/28/23 95%CD 10/09/23 BID SET 10/20/23 AS 01 4 PICNIC SHELTER SECTIONS PICNIC SHELTER TRANSVERSE SECTION A3.04 GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. B. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street SeaHle,WA 98115 t 206-322-1732 1ora.land KEYNOTE LEGEND Fore Landscape Archtects KEYNOTE KEYNOTETEXT 1. PREFAB CONCRETE WALL,TYP. 2. BATHROOM FIXTURES AND ACCESSORIES PROVIDED BY BUILDING MANUFACTURER,TYP. 12859 REGISTERED 3. PROVIDECAPPED DRAIN CONNECTION FOR FUTURE FIXTURE INSTALLATION ARCHITECT 4. PROVIDE HOT AND COLD STUB OUTS FOR FUTURE FIXTURE INSTALLATION 5. PROVIDE HOT AND COLD STUB OUTS AND DRAIN CONNECTION FOR FUTURE FIXTURE INSTALLATION 6. BOTTLE FILLING STATION BI-LEVEL PEDESTAL WITH PET STATION PATRICIA SUSAN SHERMAN 7. FIBERGLASS DOOR WITH LOUVER PROVIDED BY BUILDING MANUFACTURER STATE of WASHINGTON 8. OVERHEAD DOOR PROVIDED BY BUILDING MANUFACTURER 9. EDGE OF ROOF ABOVE 0. PREFAB CONCRETE ROOF R1 R2 A403 R3 R4 R1 R2 g4.03 R3 R4 11.12. ELECTRICALL ELECTRICAL OUTLETER PERER ELECTRICAL TRICAL PROJECT MANAGEMENT: 13. ELECTRICAL PANEL PER ELECTRICAL ROCK PROJECT MANAGEMENT LANDSCAPE ARCHITECTURE: 17•_2^ 10 FORA LANDSCAPE ARCHITECTS (CHITS 2-1]32 RE ARCHITECTURE: EQ EQ 12 DYKEMAN ARCHITECTS (426)269-3161 RA JAC OBSON C: 02O NSULTIN: G ENGINE ERS (426 824 (20)426.260 ....... ______________ _8__ ______________________ CIVIL. ELECTRICALIPLUMBING d METRIX ENGINEERING TRUMIRAL SEATTLE STRUCNRAL PS INC. (28)4300 I I ° d n ° ° 13 ° ° STORAGE d d 1 I ROOM i d - °� ° � - ° e d - LV EQ EQ ° d'e °. I e- I d: I I I 4 3 I I a ° I° I 5 7 d d I d ° d I I ° II ,a Z d ° DO C Q I d J do d U Q 7:12 d 7:12° B ° TOILET ROOM TOILET ROOM a - ° tJ ° . I � SERVICE ° Ld d d I - ACCESS °d d z ° a n ° A4.03 4 ^� 2 2 A4.03 A4.03 4 ° I ° A ° d_ 2 A4.03 d Od ed I � r da ° _ _ ° — — — — RC — —Ll ---4 - ,I° ° ° I °dl d° d _ d- _ / > A Li j m I 1 1 1 _ I d d ° C d. °d d d O T I d I I Y I TOILET ROOM TOILET ROOM 0 U) °d d I I ° ° ° °aa- DATE /28/23 d ° FIF L-6 d d DRAWN OF° d a -° ° d•° °A - - CHECKED SG I RD li— O O -d- °— — ° -o-- — REVISIONS: ° d d ° d° PERMIT SET 9/28/23 ° e° ° d 1 ° I ° d ° ° e d° 95%CD 10/09/23 I 6'-51/2" 4'-3" BID SET 10/20/23 O O 2 A4.03 A4.03 RESTROOM A4 D4 FLOOR AND 0 1'4" 2'-B" 5'41. ROOF PLAN RESTROOM FLOOR PLAN 2 RESTROOM ROOF PLAN NORTH O 3/8"=1'-0" GENERAL NOTES - EXTERIOR ELEVATIONS A. EXTERIOR MATERIAL TYPES-REFER TO MATERIAL LEGEND THIS SHEET. fora B. DOWNSPOUTS SUPPORTS-FOR DOWNSPOUTS UP TO 12'-0"IN LENGTH PROVIDE 2 PREFINISHED METAL STRAPS(TOP AND BOTTOM).12'-0"AND LONGER PROVIDE 3 PREFINISHED METAL STRAPS(TOP,MIDDLE AND BOTTOM). C. EXTERIOR DETAILS-SEE AS SERIES SHEETS. 1430 NE 65th Street Seeds,WA 98115 t 206-322-1732 Tora.land KEYNOTE LEGEND Fora Landscape A hRecta KEYNOTE KEYNOTE TEXT 1. PREFAB CONCRETE WALL,BOARD AND BATTEN TEXTURE 2. PREFAB CONCRETE ROOF,STANDING SEAM TEXTURE R1 R2 R3 R4 RA RB RC RD 3. -NOT USED- 12859 REGISTERED 4. FIBERGLASS DOOR WITH LOUVER PROVIDED BY BUILDING MANUFACTURER,TYP. ARCHITECT 5. OVERHEAD DOOR PROVIDED BY BUILDING MANUFACTURER 6. ELECTRICAL OUTLET PER ELECTRICAL 7. ELECTRICAL METER PER ELECTRICAL 8. SECURITY CAMERA PER ELECTRICAL PATRIC IA SUSAN SHERMAN - 9. PREMANUFACTURED GUTTER AND DOWNSPOUT.COLOR AS SELECTED BY STATE OF WASHINGTON pII ARCHITECT.REFER TO CIVIL FOR DRAINAGE 7r12_ a ° e _ _ PROJECT MANAGEMENT: �o'n �� - . . �< ROCK PROJECTMANAGEMENT LANDSCAPE ARCHITECTURE: (425)572-6878 d 2 a a e - 2 FORA LANDSCAPE ARCHITECTS !I- Il IP (206)322-1732 °4 a ARCHITECTURE: e - DYKE AN A6RCHITECTS d e e CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 ELECTRICAL/PLUMBING: METRIX ENGINEERING (425)336.2822 STRUCTURAL: d - _ ° 9 d \ -_ _ \ a SEATTLE STRUCTURAL PS INC. (206)M3-3000 6 \ 41 °. 4 a d - -°d °. - —�/ M Z N 3 RESTROOM EXTERIOR ELEVATION —SOUTH 4 RESTROOM EXTERIOR ELEVATION—WEST 0)rn 3/8"=1'-0" L aQ 5 L O OC UQ z Z O00 R4 R3 R2 R1 RD RC RB RA 06 �12_ ° 2 MATERIAL LEGEND d F-6"A.F.F.n a e T.O.PLATE COMPOSITE SIDING DATE 9/28/23 e 9 e 1 2 DRAWN OF 7 d / d CHECKED SG d / 1 CONCRETE-PRECAST ROOFING - REVISIONS: PERMITSET 9/28/23 d / ° / CONCRETE-PRECAST SIDING a� 95%CD 10/09/23 21 STONE VENEER BID SET 10/20/23 7 MFR:ELDORADO STONE nd \ -°d ° \ - \ PATTERN::COUNTRY RUBBLE °d a e d e a e d° 5 _e d ° °d Eg d o ° e d° ° °d 4 COLOR:COGNAC RESTROOM ° e EXTERIOR ELEVATIONS RESTROOM EXTERIOR ELEVATION — NORTH 2 RESTROOM EXTERIOR ELEVATION —EAST A4.03 3/8"=1'-0" GENERAL NOTES -SECTIONS A. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR CLADDING TYPES AND fora LOCATIONS. KEYNOTE LEGEND 1430.E A98115 SW-3 WA 98115 t 206-322-1]32 KEYNOTE KEYNOTE TEXT Tom.land 1. PREFAB CONCRETE WALL,TYP. Fore Landscape Arehilecta 2. PREFAB CONCRETE ROOF. 3. FIBERGLASS DOOR WITH LOUVER PROVIDED BY BUILDING MANUFACTURER,TYP. 4. MODULAR UNIT SLAB. 5. OVERHEAD DOOR PROVIDED BY MANUFACTURER. 6. DRINKING FOUNTAIN PROVIDED BY MANUFACTURER. 12859 REGISTERED �RA) A4104 RB RC RD ARCHITECT PATRIC IA SUSAN SHERMAN STATE OF WASHINGTON PROJECT MANAGEMENT: d ® ° na ROCKP MANAGEMENT 2-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS gj � in a (206)3221732 ARCHITECTURE E DYKEMAN ARCHITECTS (425)259 3161 CIVIL: JACOBS CONSULTING ENGINEERS °'d d 26-2.2600 ° ELECTRIECTIRICAL/PLUMBING: d METRIX ENGINEERING na d d (425)336.2822 STRUCTURAL: d d .d - \ 2 SEATTLE STRUCTURAL PS INC. n \\ ° n \\ \ (208)343-3000 n \ d \ \ a d n ° nd d jo A d I I I IIITi I�Ti 111-111111111111111111111111111111111 I I III I I I III I I I III I I I III I I I III IT1111T1111111111111111111111111111111111111111�11111111�11111111111 � N Z � 2 RESTROOM LONGITUDINAL SECTION rn 5L L O OC UQ z Z R1 A404 R2 R3 R4 O 00 DES � 2: I I I I W 0° d° 0 ld n O T ° GCn (E d , DATE 9/28/23 d° ° DRAWN OF Q 2 CHECKED SG 64 1 d REVISIONS: 1 ° ul PERMITSET 9/28/23 - 95%CD 10/09/23 BID SET 10/20/23 a d n °Id °d h n 2 RESTROOM SECTIONS II III II �III�III III III III III III II III III III III III III III I III 11 ICI IS I IS III I III III I III III I II II 1 III III I a a a a III A4.04 RESTROOM TRANSVERSE SECTION fora tre SeaHle,WA 98115 t 206-322-1732 1ora.1and Fore Landscape Architects 22859 REGISTERED ARCHITECT 444� STATE OF WASHINGTON PROJECT MANAGEMENT: ROCK PROJECTMANAGEMENT (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (2W)322-1732 ARCHITECTURE: RIVER ROCK PANEL DYKEMAN ARCHITECTS (425)259-3161 MFR:ELDORADO STONE 6" CIVIL: PATTERN:COUNTRY RUBBLE JACOBSON CONSULTING ENGINEERS COLOR:COGNAC (206)426.2W LATH 22GA.EAVE FLASHING,JTS: ELECT IX ENGAUP UMBING METRIX ENGINEERING ( FLASHING PER MFR. (425)336.2822 10'-O"O.C. STRUCTURAL: MORTAR SCRATCH COAT 2X10 FASCIA BOARD SEATTLE STRUCTURAL PS INC. MORTAR JOINT 3/4' STANDING SEAM METAL (20)343-3000 STANDING SEAM METAL ROOF ROOF (2)LAYERS WRB SELF ADHERED 2X RAFTERS BEYOND PER EXTERIOR GRADE VERTICUNDERAL MENTWOOD WRAPPING 4"@SIM VERTICAL WOOD SUB- STRUCTURAL SHEATHING,MAINTAIN 1" 4" MIN.ABOVE CONCRETE FASCIA RAFTERS PER STRUCTURAL, ILY` COLUMN PER STRUCTURAL PROVIDE(6)1"DIAMETER SELF ADHERED VENT HOLES AT EACH UNDERLAYMENT,RUN OVER °4 WEEP SCREED OR DRIP RAFTER PER BAY FASCIA FLASHING - SCREED SEAMLESS GUTTER,22GA. PLYWOOD SHEATHING PER 24GA.PREFINISHED RAKE - FLASHING W/SEALANT COLOR AS SELECTED BY STRUCTURAL FLASHING - ARCHITECT,TOP STRAPS: JOIST BEYOND PER 18GA.X 1 1/2"AT 2'-O"O.C. STRUCTURAL CONT.22GA.METAL CLEAT FASTENED WITH SS RIVETS 1X6 T&G DECKING z a — 1/2"PLYWOOD SHEATHING N L 1X6 T&G DECKING 0) A Q 4 314" ill'. O 0 C UQ B1 ROOF RAKE Q� LUMN BASE Q� GUTTER ��SINGLE-SIDED RIDGE z 3"=T-0" `u L/ 3"-1'-0" U J 6"=1'-0" V till„=1•_0" 7 a FLASHING PER MFR. �-� L_ L 2X10 FASCIA BOARD 0 STANDING SEAM METAL ROOF ti SELF ADHERED UNDERLAYMENT WRAPPING VERTICAL WOOD SUB-FASCIA 24 GA.METAL CAP 06 PLYWOOD SHEATHING PER HSS PER STRUCTURAL STRUCTURAL COMPOSITE SIDING STANDING SEAM METAL ROOF 2X HEADER PER STRUCTURAL 1/2"PLYWOOD SYNTHETIC UNDERLAYMENT W m 2X RAFTERS PER STRUCTURAL, PROVIDE(; DIAMETER VENT SELF ADHERED UNDERLAYMENT .� HOLES AT EACH RAFTER PER BAY HSS PER STRUCTURAL 1/2"PLYWOOD SHEATHING O 1/Z2 PLYWOOD SHEATHING WOOD TRIM,PAINT TO O 2"CONTINUOUS VENT MATCH COMPOSITE SIDING 2X RAFTERS BEYOND PER >' STRUCTURAL,PROVIDE(6)1'DIAMETER (1) lX6 T&G DECKING VENT HOLES AT EACH RAFTER PER BAY Y O SELF ADHERED PRESTRIP WRAPPING OVER VERTICAL WOOD SUB-FASCIA WOOD TRIM,PAINT TO 22GA.EAVE FLASHING DATE 9/28/23 24"H X 36"W ART PANEL MATCH COMPOSITE SIDING HSS PER STRUCTURAL 24 GA PREFIN.FASCIA,MATCH DRAWN DF a COMPOSITE SIDING BOTTOM EDGE OF RAKE FLASHING CHECKED SG 1/2"PLYWOOD 22GA.GUTTER ASSEMBLY,REFER � TO DETAIL B3IA8.01 REVISIONS: PRECAST CONCRETE CAP RIVER ROCK PANEL 2X WOOD SUB-FASCIA W/BOTTOM PERMIT SET 9/28/23 MFR:ELDORADO STONE EDGE PRIMED AND PAINTED 95%CD 10/09/23 PATTERN:COUNTRY RUBBLE 1/2"PLYWOOD SHEATHING 26 GA.METAL FLASHING PLYWOOD SHTG.PER STRUCT. COLOR:COGNAC BID SET 10/20/23 2"CONTINUOUS VENT 2X RAFTERS BEYOND PER - L CONTINUOUS CLEAT STRUCTURAL,PROVIDE(6)1" DIAMETER VENT HOLES AT 1 518"X 3 518"METAL STUDS, EACH RAFTER PER BAY LOCATION PER PLAN ill"PLYWOOD SHEATHING STEEL COLUMN PER STRUCTURAL EXTERIOR lX6 T&G DECKING DETAILS 2"CONTINUOUS VENT A801 SIM. Al PICNIC SHELTER CLERESTORY A2 PARTITION WALL AT STAGE A3 ROOF EAVE/GUTTER ~�'O 1 1/2"=1'-0" 3"=V-0" I I BUILDING CODE CONSTRUCTION JOINTS EPDXY ADHESIVE fora ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING ALL CONSTRUCTION JOINTS SHALL BE KEYED IN ACCORDANCE WITH EPDXY ADHESIVE FOR CONCRETE SHALL BE AS FOLLOWS: CODE. THE PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON THE SIMPSON STRONG-TIE"SET-XP EPDXY ADHESIVE"(ESR#2508),HILTI 1430 NE 65th St—t AND STANDARDS AND ARE REFERENCED BY THE BASIC DESIGNATION. STRUCTURAL DRAWINGS OR,AT THE CONTRACTORS OPTION,SHALL BE "HIT-HY 200 A"(ESR#3187),HILTI"HIT-RE 500 V3 EPDXY ADHESIVE Seattle,WA 98115 IN THE CASE OF CONFLICTING REQUIREMENTS,THE BUILDING CODE INTENTIONALLY ROUGHENED IN ACCORDANCE WITH THE FOLLOWING: ANCHOR SYSTEM"(ESR#3814),OR APPROVED EQUAL. ft zos-szz-173z SHALL GOVERN. o a.iand THE SURFACE OF ROUGHENED JOINTS SHALL BE SAND BLASTED OR ROUGHENED WITH A CHIPPING HAMMER TO EXPOSE THE AGGREGATE STRUCTURAL STEEL EOra LoRHPePICNIC SHELTER Arch facts APPLICABLE CODES AND STANDARDS EMBEDDED IN THE PREVIOUS POUR. THE EXPOSED AGGREGATE SHALL PROTRUDE A MINIMUM OF%INCH. ALL SURFACES OF CONSTRUCTION ALL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS SPECIFIED STAGE BUILDING "INTERNATIONAL BUILDING CODE"(IBC),2018 EDITION,AS JOINTS SHALL BE CLEANED AND LAITANCE REMOVED. IMMEDIATELY OTHERWISE ON DRAWING: dr'D a a CODE AMENDED BY THE STATE OF WASHINGTON BEFORE NEW CONCRETE IS PLACED,ALL CONSTRUCTION JOINTS ACI 318 AMERICAN CONCRETE INSTITUTE"BUILDING CODE SHALL BE WETTED AND STANDING WATER REMOVED. THE REQUIREMENTS FOR STRUCTURAL CONCRETE"(ACI 318- CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATION OF ALL ANGLES AND CHANNELS ASTM A36,Fy=36 ksi ❑ _ 14) CONSTRUCTION JOINTS TO THE ENGINEER FOR ACCEPTANCE PRIOR TO �o �0281 ACI AMERICAN CONCRETE INSTITUTE"BUILDING CODE STARTING FORMWORK. WATERSTOPS SHALL BE INSTALLED AND RECTANGULAR/SQUARE HSS ASTM A500 GRADE B,Fy=46 ksi egg 530/530.1 REQUIREMENTS FOR MASONRY STRUCTURES"(ACI PROTECTED AT ALL CONSTRUCTION JOINTS AT OR BELOW GRADE I°NAL 5301530.1-13) WHERE WATER INTRUSION CAN OCCUR. ALL OTHER STEEL ASTM A572,Fy=50 ksi o ❑ �IIL ASTM A36,Fy=36 ksi(When specified 0 AISC 360 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, as A36 PROJECT MANAGEMENT: "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" REINFORCING STEEL ) (42)572687E TMANAGEMENT RISC 360-10 LANDSCAPE ARCHITECTURE: ( ) ALL REINFORCING SHALL BE NEW BILLET STOCK ASTM A615,GRADE 60. BOLTS ASTM A325 FORA LANDS CAPE ARCHITECTS 2-1732 AISC 341 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, ARCHITECTURE BARS SHALL BE SECURELY TIED IN PLACE WITH#16 DOUBLE-ANNEALED ARCHITECTURE: "SEISMIC PROVISIONS FOR STRUCTURAL STEEL IRON WIRE. BARS SHALL BE SUPPORTED ON ACCEPTABLE NOW WOOD CONNECTION BOLTS ASTM A307 DYKEMAN ARCHITECTS AISC 341-10 425)25&3161 BUILDINGS" (AISC ) CORRODIBLE CHAIRS. REINFORCING STEEL SHALL BE DETAILED IN CIVIL: AISC "STEEL CONSTRUCTION MANUAL",14TH EDITION AND ACCORDANCE WITH THE ACI 315"MANUAL OF STANDARD PRACTICE ANCHOR RODS ASTM F1554 GR 55 N JACOBSON 42ON CONSULTING ENGINEERS "SEISMIC DESIGN MANUAL",2ND EDITION FOR DETAILING OF REINFORCED CONCRETE STRUCTURES." ECTR A-1PL ELECTIXENGINEERING METRIX ENGINEERING AISI S100 AMERICAN IRON AND STEEL INSTITUTE,"SPECIFICATION CONTRACTOR SHALL COORDINATE REINFORCING STEEL PLACEMENT (206)33K-2822 DETAILS AND PROVIDE TEMPLATES FOR PLACING STEEL IN CONGESTED STRUCTURAL STEEL AND CONNECTIONS SHALL BE PAINTED WITH AN STRUCTURAL: FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL APPROVED ZINC-RICH PAINT.BOLTS SHALL BE HOT-DIPPED SEATTLE STRUCTURAL PS INC. MEMBERS"(AISI S100-12). AREAS AS NECESSARY. 2OG GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM A123 AND ASCE 7 AMERICAN SOCIETY OF CIVIL ENGINEERS,"MINIMUM LAP ALL REINFORCING BARS AS NOTED ON THE DRAWINGS. ASTM A153. ALL FIELD WELDS AND ANY AREAS OR ITEMS FALLING DESIGN LOADS FOR BUILDINGS AND OTHER MECHANICAL OR WELDED BUTT SPLICES SHALL BE USED SUBJECT TO BELOW THE REQUIRED ZINC THICKNESS,BEFORE OR AFTER REMOVAL STRUCTURES"(ASCE 7-16) ENGINEER'S APPROVAL. MECHANICAL SPLICES SHALL DEVELOP 125% OF ANY HIGH SPOTS,SHALL BE REPAIRED IN ACCORDANCE WITH ASTM KEY PLAN NTS 1 ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS OF THE SPECIFIED YIELD STRENGTH OF THE SPLICED BARS IN BOTH A780. 11� I AWS AMERICAN WELDING SOCIETY C2.23-2003"SPECIFICATION TENSION AND COMPRESSION,UNLESS NOTED OTHERWISE. o SITE LOCATION C2.23 FOR THE APPLICATION OF THERMAL SPRAY COATINGS STRUCTURAL STEEL WELDING J �rarYl+■Ir rr t# (METALLIZING OF ALUMINUM,ZINC AND THEIR ALLOYS IF WELDING OF REINFORCING IS REQUIRED,IT SHOULD BE OBSERVED ■� 34th Dr NE �� 79@•Po7 I1 AND COMPOSITES FOR THE CORROSION PROTECTION OF AS DEFINED IN IBC SECTION 1704.4,WITH PARTICULAR EMPHASIS ON ALL WELDING SHALL BE DONE BY AWS/WABO(WASHINGTON STATE ® f..S.M M.rr r 0, STEEL" JOINT CONFIGURATION,SUITABILITY OF LOW HYDROGEN ELECTRODES, ASSOCIATION OF BUILDING OFFICIALS)CERTIFIED WELDERS AND IN €N I` _ 17903 Smokey Point Blvd, # I PREHEAT AND INTERPASS TEMPERATURE,AND INTERPASS SLAG ACCORDANCE WITH AWS D1.1. WELDS SHOWN ON THE DRAWINGS ARE it lil` ♦ •�r*♦ �.= : Adington,WA 98223 m --r AWS D1.1 AMERICAN WELDING SOCIETY D1.1-2004"STRUCTURAL THE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES, ! ♦ ♦ Er0A0. ! REMOVAL. WELDING PROCEDURES SHALL CONFORM TO AWS D1.4. ALL • ♦ R ���r —, WELDING CODE-STEEL" WELDING OF REINFORCING STEEL SHALL BE DONE BY AWS/WABO BASED ON PLATE THICKNESS.THE MINIMUM WELDING SHALL BE 3/16 ♦ ♦ ♦ ♦ n AWS D1.3 AMERICAN WELDING SOCIETY D1.3-08"STRUCTURAL (WASHINGTON STATE ASSOCIATION OF BUILDING OFFICIALS)CERTIFIED INCH.ALL PARTIAL PENETRATION GROOVE WELD SIZES SHOWN ON THE 1 0# ♦ ; r;■ WELDING CODE-SHEET STEEL" WELDERS. DRAWINGS REFER TO EFFECTIVE THROAT THICKNESS. !Y�,�� �' �'� +� 1 �w�7��16mwp4 � Z N AWS D1.4 AMERICAN WELDING SOCIETY D1.4-11"STRUCTURAL , WELDING CODE-REINFORCING STEEL" REINFORCING STEEL MATERIALS ALL WELDS SHALL BE MADE USING LOW-HYDROGEN ELECTRODES WITH + ! #* �N7 r=7 AWS A2.4 AMERICAN WELDING SOCIETY A2.4-12"SYMBOLS FOR MINIMUM TENSILE STRENGTH=70 KSI.LOW HYDROGEN SMAW �7 I 0 ♦ � r + try C/�� ����ft�i ; j i(' ��`r WELDING AND NON-DESTRUCTIVE TESTING" DEFORMED BARS ASTM A615,GRADE 60 ELECTRODES SHALL BE USED WITHIN 4 HOURS OF OPENING THEIR I L—J _ ♦ -' -gam SMOOTH WELDED WIRE ASTM A185(Fy=65 ksi) HERMETICALLY SEALED CONTAINERS,OR SHALL BE REDRIED PER AWS ■L0��� lrrw�• #��" +rti��r 41MM .N Ir FABRIC D.1.1,SECTION 5.3.2.1.ELECTRODES SHALL BE REDRIED NO MORE THAN ! r ` ' NDS NATIONAL DESIGN SPECIFICATION FOR WOOD ��—� .' 0 a+r�Ii►tl� ' O DEFORMED WELDED WIRE ASTM A497(Fy=70 ksi) ONE TIME;AND ELECTRODES THAT HAVE BEEN WET SHALL NOT BE is ■ Y j,♦ CONSTRUCTION,2015 EDITION FABRIC USED. O CONCRETE EPDXY COATED ASTMA775 ♦ ' � �� -J w-7• ! « DEFORMED BARS TO BE ASTM A706,GRADE 60 ' j U Q r MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF WELDED OR SPECIFIED L MATERIALS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. - ti r f•F■■rr �. 1 PROPORTIONS OF AGGREGATE TO CEMENT SHALL PRODUCE DENSE, MINIMUM CAST-IN-PLACE CONCRETE COVER OVER REINFORCING z WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR STEEL,UNLESS NOTED OTHERWISE,SHALL BE AS FOLLOWS: N EXCESS FREE SURFACE WATER. ALL CONCRETE,INCLUDING SLABS ON 00 GROUND,SHALL HAVE AN ACCEPTABLE WATER-REDUCING ADMIXTURE ADDED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS.ALL CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: CONCRETE WALKS AND PAVEMENTS EXPOSED TO THE WEATHER ALL BAR SIZES 3 INCHES SHALL CONTAIN AN ACCEPTABLE ADMIXTURE TO PRODUCE 4 TO 6 PERCENT ENTRAINED AIR. CONCRETE EXPOSED TO EARTH OR WEATHER: > #6 BAR AND LARGER 21NCHES MAXIMUM SIZE OF AGGREGATE SHALL BE 1-1/2 INCHES,BUT MAXIMUM #5 BAR,W31 OR D31 WIRE 1'/NCHES VICINITY MAP NTS 2 ui m SIZE OF AGGREGATE SHALL NOT BE MORE THAN THREE-QUARTERS OF AND SMALLER THE CLEAR DISTANCE BETWEEN REINFORCING BARS. O PROVIDE L-SHAPED CORNER BARS AT ALL WALL AND FOOTING O MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER AND THE CITY CORNERS AND INTERSECTIONS UNLESS NOTED OTHERWISE. MATCH S1.1 GENERAL NOTES,KEY PLAN,VICINITY MAP&INDEX OF ARLINGTON DEPARTMENT OF CONSTRUCTION AND INSPECTIONS HORIZONTAL REINFORCING BAR SIZE AND QUANTITY.LAP 50 BAR S1.2 GENERAL NOTES Y FOR ACCEPTANCE PRIOR TO USE.MAXIMUM WATER-TO-CEMENT RATIO DIAMETERS. S1.3 ABBREVIATIONS O AND SLUMP SHALL BE AS FOLLOWS FOR VARIOUS CONCRETE /1 � STRENGTHS(fc)BASED ON STANDARD 28-DAY CYLINDER TESTS WHEN S2.1 SITE PLAN V J STRENGTH DATA FROM TRIAL BATCHES OR FIELD EXPERIENCE ARE DRILLED-IN-CONCRETE ANCHORS(DICAI S2.2 FOUNDATION PLANS 52.3 ROOF FRAMING PLANS NOT AVAILABLE. ACCEPTABLE DRILLED-IN-CONCRETE ANCHORS OF SIZE,NUMBER AND S3.1 ELEVATIONS AND SECTIONS DATE 9/11/23 SPACING AS SHOWN ON THE DRAWINGS SHALL BE AS FOLLOWS: S4.1 DETAILS CONCRETE MIX SPECIFICATION FOR CONCRETE: SIMPSON STRONG-TIE STRONG-BOLT 2 WEDGE 54.2 DETAILS DRAWN LOCATION f'c NORMAL MAX W/C RATIO MAXIMUM ANCHORS(ESR#3037),HILTI KWIK BOLT TZ CONCRETE ANCHORS(ESR CHECKED WEIGHT OR SLUMP #1917),ITW RED HEAD TRUBOLT CARBON STEEL WEDGE ANCHORS(ESR REVISIONS: LIGHTWEIGHT NON-AIR AIR #2427),POWERS FASTENERS POWER-STUD+SD2 CONCRETE ANCHOR PERMIT SET 9/28123 P CONCRETE ENTRAINED ENTRAINED (ES R#2502),OR APPROVED EQUAL. 95%CD 10/09123 (psi) (IN) NON-SHRINK GROUT FOR BASE PLATES BID SET 10/20/23 SPREAD 4000 NWC 0.44 --- 5 APPROVED GROUTS INCLUDE:MASTER BUILDER'S"MASTER FLOW 928", FOOTINGS SIKA CORPORATIONS"SIKAGROUT 212,"BURKE COMPANY'S "NONFERROUS NONSHRINK GROUT,"OR APPROVED EQUAL. GROUT GENERAL NOTES, SHALL BE MIXED,APPLIED AND CURED STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. KEY PLAN, VICINITY MAP& INDEX S1.1 GENERAL NOTES NTS 6 INDEX r 1'-a' 3 CARPENTRY STRUCTURAL DESIGN DATA EPDXY ANCHORS,DRILLED-IN INSTALLATION PER INTERNATIONAL DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CODE CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE SHALL B CONCRETE ANCHORS INDICATED,BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, LOADS(DEAD LOAD/SUPERIMPOSED DEAD LOAD/LIVE LOAD) COUNCIL(ICC)EVALUATION SERVICE SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO folra LATESTT EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: WITH STANDARD GRADING RULES FOR WEST COAST LUMBER, SHALL BE IN ACCORDANCE WITH THE LOAD MAP REPORTS REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL DI 2x,4x DOUGLAS-FIR SELECT STRUCT,Fb=1600 PSI ROOF DEAD LOAD: 15 PSF ENGINEER. 143U NE n Seattle,WA 98115115 SHOP DRAWINGS t 206-322-1732 EXPOSED TIMBER FRAMING,BOARDS AND DECKING SHALL BE ROUGH ROOF LIVE LOAD 20 PSF rara.iand ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF SHOP DRAWINGS FOR REINFORCING STEEL AND STRUCTURAL STEEL COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE Fora Landscape SAWN TO THE DIMENSIONS INDICATED. FRAMING NOT EXPOSED MAY SNOW LOADS 25 PSF BE SURFACED AND SIZES INDICATED ARE NOMINAL. WIND LOADS WIND PRESSURE SHALL BE IN ACCORDANCE SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OF THESE SUPPLIER DURING MANUFACTURING,DELIVERY,HANDLING,STORAGE Aramteats WITH THE BUILDING CODE. BASIC WIND SPEED ITEMS. AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE THE SUPPLIER. EQUALS 98 MPH 3 SECOND GUST ULTIMATE DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER WITH ANSI STANDARD A190.1. EACH MEMBER SHALL BEAR AN AITC OR EQUALS 72 MPH 3 SECOND GUST NOMINAL MISCELLANEOUS APA EWS IDENTIFICATION MARKAND SHALL BE ACCOMPANIED BY AN EXPOSURE C,IMPORTANCE FACTOR OF 1.0 OF RECORD. THEREFORE,THEY SHALL BE VERIFIED BY THE AITC OR APA EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN CONTACTOR. CONTRACTOR SHALL REVIEWAND STAMP DRAWINGS 1. INFORMATION CONTAINED IN THESE DRAWINGS IS BASED ON BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4-1.8E Fb=2,400 PRIOR TO REVIEW BY THE ENGINEER OF RECORD. CONTACTOR LIMITED FIELD MEASUREMENTS. THE INFORMATION CONTAINED ( SEISMIC LOADS: 2018 IBC Q 2su2 PSI,Fv=0.72x265=190 PSI,E=1,800,000 PSI). ALL CANTILEVERED Ss=1.067 g,S1=0.381 g SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, HEREIN MAY REQUIRE ADJUSTMENTS OR MODIFICATIONS TO CONFORM BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8-1.8E(Fb=2400 SITE CLASS D METHODS,TECHNIQUES,SEQUENCES AND OPERATIONS OF WITH EXISTING CONDITIONS. IN CASES WHERE CHANGES ARE �sIGNAL PSI,Fv=190 PSI,E=1,800,000 PSI). CAMBER ALL GLULAM BEAMS TO SI =1.073,LAS Fv=NA CONSTRUCTION. NECESSARY,THESE DRAWINGS SHALL BE USED TO SHOW THE DESIGN 2,000'RADIUS,UNLESS SHOWN OTHERWISE ON THE PLANS. INTENT ONLY. SIDS=0.763,SD1=NA SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT PROJECT MANAGEMENT: OCCUPANCY CATEGORY II,le=1.0 ROCK PROJECT MANAGEMENT ALL LUMBER WITH A LEAST DIMENSION OF 2" NOMINAL SHALL BE CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY NDSCAPEAR (NOMINAL) SEISMIC DESIGN CATEGORY D ANDSCAPE ARCHITECTURE: STAMPED SURFACE-DRY AND SHALL HAVE MOISTURE CONTENT WHEN STEEL ORDINARY CANTILEVER COLUMN THE CONTRACTOR IS TO DEMONSTRATE N THE ENGINEER THAT THE FORA LANDSCAPE ARCHITECTS CONTACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING RCHI)T322-1732 TURE SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19 PERCENT. SYSTEM ARCHITECTURE: LUMBER WITH A LEAST DIMENSION OF 4" NOMINAL OR GREATER WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND DYKEMAN ARCHITECTS (NOMINAL) R=1.25,40=1.25,Cd=1.25 (425)259-3161 SHALL BE STAMPED SURFACE-GREEN AND AIR-DRIED TO A MOISTURE DESIGN BASE SHEAR,V=0.611 W BY DETAILING THE INTENDED FABRICATION AND INSTALLATION CIVIL: CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN METHODS. IF DEVIATIONS,DISCREPANCIES OR CONFLICTS BETWEEN JACOBSON CONSULTING ENGINEERS (206)426-2600 FRAMING THE STRUCTURE. SHOP DRAWINGS SUBMITTALS AND THE CONTRACT DOCUMENTS ARE ELECTRICAUPLUMBING: DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS METRIX ENGINEERING GEOTECHNICAL ENGINEERING REPORT: PREPARED BY ASSOCIATED (206)33K-2e22 ARE PROCESSED BY THE ENGINEER,THE DESIGN DRAWINGS AND STRUCTURAL: TIMBER TRUSSES SHALL BE CONSTRUCTED TO THE LINES AND EARTH SCIENCES,INC.DATED JULY 28,2023. SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED SEATTLE STRUCTURAL PS INC. PROFILES AS INDICATED ON THE DRAWINGS. CONTRACTOR .CTOR SHALL (206)U4 3000 VERIFY ALL TRUSS DIMENSIONS PRIOR TO FABRICATION. SOIL BEARING: 2500 PSF ALLOWABLE,WITH 113 INCREASE FOR WIND STRUCTURAL OBSERVATION CONNECTIONCONNECTIONS AND TIGHT TRUSSES ARE NGINEEREDFOR ESII HARDWARE E FITTING.N GRAVITY ANDLATE AL LOADS SEISMIC ADS ONLY. CONTACTOR SHALL PROVIDE ADDITIONAL REINFORCEMENT AS FOUNDATIONS PER IBC 1704.5,THE ENGINEER OF RECORD SHALL PROVIDE VISUAL REQUIRED FOR HANDLING AND ERECTION. OBSERVATION OF THE STRUCTURAL SYSTEM FOR GENERAL FOUNDATION EXCAVATION, BACKFILL AND COMPACTION SHALL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE SHEATHING SHALL BE APA PERFORMANCE RATED PANELS CONFORM TO SPECIFICATION REQUIREMENTS AND PER THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT n CONFORMING TO ESR-2586. SHEATHING MAY BE PLYWOOD OR RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. FOR THE INSPECTIONS �+ ORIENTED STRAND BOARD(OSB),UNLESS NOTED OTHERWISE. THIS CONSTRUCTION WORK, INCLUDING DRAINAGE, SHORING AND REQUIRED BY IBC SECTION 1 INCLUDE OR WAIVE THE RESPONSIBILITY10,1704 OR OTHER SECTIONS IBC. PLYWOOD PANELS SHALL BE GRADE CD AND ALSO CONFORM TO DOC SUCH OTHER RELATED WORK AS REQUIRED,SHALL BE CONDUCTED BY ITEMS TO OBSERVE: PS 1-07. OSB SHALL CONFORM TO DOC PS 2-04. ALL PANELS SHALL BE THE CONTRACTOR UNDER THE OBSERVATION AND DIRECTION OF THE FOUNDATIONS FOR LATERAL RESISTING ELEMENTS IDENTIFIED AS EXPOSURE 1 UNLESS NOTED OTHERWISE. PANEL GEOTECHNICAL ENGINEER. RATING TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: ROOF DIAPHRAGMS&ATTACHMENTS ROOF: 19/32"(OR 5/8")THICK,40/20 DRAG-STRUTS,COLLECTORS&CONNECTIONS M FOOTINGS SHALL BEAR A SOLID UNDISTURBED EARTH(CONTROLLED, RAL CORROSION CONTROL � COMPACTED STRUCTURAL FILL OR BOTH)AT LEAST 24"BELOW LOWEST UNLESS OTHERWISE NOTED ON THE PLANS,ROOF SHEATHING SHALL ADJACENT FINISHED GRADE. MATERIAL SHALL BE COMPACTED TO 95% O� BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. CUTS,SCRATCHES OR OTHER DEFECTS IN THE COATING SYSTEMS 5 WITH 1 Od NAILS @ 6"oc TO FRAMED PANEL EDGES AND @ 12"TO << APPLIED TO PILING AND STRUCTURAL STEEL SHALL BE REPAIRED IN G INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS ACCORDANCE WITH THE SPECIFICATIONS. CLIPS @ 16"ocAT UNBLOCKED ROOF SHEATHING EDGES. INCREASED 3"AT EACH INTERFACE WITH SOIL. UNLESS OTHERWISE NOTED ON THE PLANS,ROOF SHEATHING SHALL ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO SUPPLEMENTARY NOTES O BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED PLACING CONCRETE. O WITH 10d NAILS @ 6"oc TO FA STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITHMED PANEL EDGES AND @ 12"TO '� INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH ARCHITECTURAL,CIVIL LANDSCAPE,ELECTRICAL,AND MECHANICAL U Q CLIPS @ 16"ocAT UNBLOCKED ROOF SHEATHING EDGES. NEW CONSTRUCTION SHALL BE REMOVED. DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE CONTACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL ` z NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 1 THE SURFACE OF THE SHEATHING. CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND z EXCAVATIONS. DIMENSIONS OF WALL OPENINGS. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL SPECIAL INSPECTION 00 BE PRESSURE-TREATED WITH AN APPROVED PRESERVATIVE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS,MEMBER O THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION PER IBC SIZES,AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL WOOD FRAMING SECTION 1705. THESE INSPECTIONS SHALL BE PERFORMED BY A DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE SPECIAL INSPECTOR CERTIFIED BY THE CITY OF ARLINGTON TO 7 CONSTRUCTED TO THE MINIMUM STANDARDS OF THE BUILDING CODE. PERFORM THE TYPES OF INSPECTIONS SPECIFIED. SEE THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE m SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SPECIAL MINIMUM NAILING,UNLESS OTHERWISE NOTED,SHALL CONFORM TO STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL ui INSPECTION AND TESTING. TABLE 2304.10.1 OF THE BUILDING CODE. COORDINATE THE SIZE AND CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL ITEM DESCRIPTION PLANS. O D_ DRAWINGS. CONCRETE CONSTRUCTION PER IBC 1705.3&TABLE 1705.3 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS NAILS SHALL BE MANUFACTURED IN CANADA OR THE UNITED STATES IN REINFORCING STEEL AND THE METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES O SIZES AND TYPES AS FOLLOWS,UNLESS NOTED OTHERWISE: REINFORCING STEEL WELDING REQUIRED TO PERFORM HIS WORK.STRUCTURAL DESIGN OF THE '^ E PNEUMATIC NAILING-PLAIN SHANK,COATED OR GALVANIZED BOLTS INSTALLED IN CONCRETE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS,CODE SPECIFIED V J � 8d=.131 DIAMETER x 2-1/2"MINIMUM LENGTH POST INSTALLED CONCRETE ANCHORS LATERAL LOADS,AND MAXIMUM EXPECTED SERVICE LOADS. NO v J 10d=.131 DIAMETER x 3"MINIMUM LENGTH CONCRETE MIX CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED 16d=.131 DIAMETER x 3-1/2"MINIMUM LENGTH CONCRETE SAMPLING BY ERECTION PROCEDURES. THE CONTRACTOR SHALL VERIFY,TO THE HAND NAILING-SINKERS,COATED SATISFACTION OF HIMSELF AND THE OWNER,THE ABILITY OF THE DATE 911-3 8d=11-112 GAGE x 2-3/8" CONCRETE PLACEMENT STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING DRAWN CONCRETE CURING THE ALLOWABLE STRESSES OF THE MATERIALS USED. WHERE 1d=11 GAGE x 2-/ CHECKED 16d= 9 GAGE x 3-1/4" STEEL CONSTRUCTION PER IBC 1705.2 ERECTION LOADS WOULD OVERSTRESS THE STRUCTURE,THE CONTRACTOR SHALL SUBMIT DESIGN DOCUMENTS FOR TEMPORARY REVISIONS: NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS,JOIST WELDING BRACING AND STRENGTHENING FAME DETAIL ,INCLUDING FABRICATION AND HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG ERECTION DRAWINGS,TO THE ARCHITECT FOR REVIEW. THESE PERMIT SET 9/28/23 NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON WOOD CONSTRUCTION PER IBC OF DI & .1 DOCUMENTS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED 95%CD 10/09/23 1 &1705.12.2 STRONG-TIE COMPANY,SAN LEANDRO,CALIFORNIA. EQUIVALENT NAILING OF DIAPHRAGMS STRUCTURAL ENGINEER IN THE STATE OF WASHINGTON. THE BID SET 10/20/23 DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, CONTRACTOR SHALL PROVIDE,INSTALL AND IF NECESSARY REMOVE PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD SOILS PER IBC 1705.6&TABLE 1705.6 SUCH TEMPORARY WORK AS REQUIRED. CAPACITIES. SUBMIT MANUFACTURER'S CATALOG AND ICBO REPORTS MATERIALS BELOW FOOTINGS TO ARCHITECT AND ENGINEER FOR REVIEW WHEN REQUESTING EXCAVATION DEPTHS SUBSTITUTIONS. ALL SPECIFIED FASTENERS MUST BE USED AND CONTROLLED FILL CLASSIFICATION& PROPER INSTALLATION PROCEDURES MUST BE OBSERVED IN ORDER TESTING GENERAL NOTES TO OBTAIN ICBO APPROVED LOAD CAPACITIES. VERIFY THAT THE CONTROLLED FILL PLACEMENT& DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO COMPACTION RECEIVE THE SPECIFIED FASTENERS. SUBGADE PREPARATION S1.2 GENERAL NOTES NTS 3 I I @ AT(THE RATE OF) ELEC ELECTRICAL NS NEAR SIDE fora & AND ENCL ENCLOSURE NTS NOT TO SCALE " INCH ENGR ENGINEER S..ttle,NE 6A Seat 9811515 # NUMBER OR POUND EQ EARTHQUAKE,EQUAL OC ON CENTER t: 206-322-1732 0 DIAMETER,ROUND, EQUIP EQUIPMENT OD OUTSIDE DIAMETER forada.d 2L DOUBLE ANGLE BRACE ES EACH SIDE OF OUTSIDE FACE Far.L.ad—p. 2LL 2L WITH LLBB ETC ETCETERA OH OVERHEAD Architects 2SL 2L WITH SLBB EW EACH WAY OPNG OPENING E,EXIST EXISTING OPP OPPOSITE A AREA EXT EXTERIOR OVS OVERSIZED HOLES ADDL ADDITIONALo ADJ ADJACENT F DEGREES FAHRENHEIT P,PIPE STANDARD PIPE _ AFF ABOVE FINISHED FLOOR FB FLAT BAR PCF POUNDS PER CUBIC FOOT AISC AMERICAN INSTITUTE OF FF FAR FACE PERP PERPENDICULAR '�o 23tf STEEL CONSTRUCTION FFE FINISHED FLOOD PX EXTRA STRONG PIPEIpArAL AL ALUMINUM ELEVATION PIPEX EXTRA STRONG PIPE ALT ALTERNATE FIN FINISH,FINISHED PXX DOUBLE EXTRA AMT AMOUNT FLG FLANGE STRONG PIPE PROJECT MANAGEMENT: ANCH ANCHOR,ANCHORAGE FLR FLOOR PIPEXX DOUBLE EXTRA STRONG PIPE ROCK PROJECT MANAGEMENT APA AMERICAN PLYWOOD FP FIREPROOF PL PLATE,PLAN (NDSCAPEAR LANDSCAPE ARCHITECTURE: ASSOCIATION FS FAR SIDE PLCS PLACES FORA LANDSCAPE ARCHITECTS (206)322-1732 APPVD APPROVED FT FOOT,FEET PLF POUNDS PER LINEAL FOOT ARCHITECTURE: APPROX APPROXIMATE PLWD PLYWOOD DYKEMAN ARCHITECTS (425)259-3161 ARCH ARCHITECT, GA GAUGE PP PARTIAL PENETRATION CIVIL: ARCHITECTURAL GAL GALLON PSF POUNDS PER SQUARE FOOT JACOBSON CONSULTING ENGINEERS (206)426-2600 ASCE AMERICAN SOCIETY OF GALV GALVANIZED PSI POUNDS PER SQUARE INCH ELECTRICAUPLUMBING: METRIX ENGINEERING CIVIL ENGINEERS GC GENERAL CONTRACTOR (206)336-2622 ASME AMERICAN SOCIETY OF GR GRADE QTY QUANTITY STRUCTURAL: SEATTLE MECHANICAL ENGINEERS GRND GROUND (206)U4 3000UCTURALPSINC. ASTM AMERICAN SOCIETY FOR R RADIUS,RIGHT TESTING AND MATERIALS HGT HEIGHT RD ROUND AVG AVERAGE HHMB HEX HEAD MACHINE BOLT REF REFERENCE AWS AMERICAN WELDING HK HOOK OR HOOKS REQD REQUIRED SOCIETY HOR HORIZONTAL RH RIGHT HAND ry HORIZ HORIZONTAL RMS ROOT MEAN SQUARED BD BOARD HP HP SHAPES;HIGH POINT BEV BEVEL HR HOUR S SOUTH,AMERICAN STANDARD SHAPE //''►► BF BOTH FACES HS HIGH STRENGTH SCHED SCHEDULE LL BLDG BUILDING HSS HOLLOW STEEL SECTION SDQ SPECIAL DUCTILE QUALITY BLK BLOCK HVAC HEATING,VENTILATING& SECT SECTION BLKG BLOCKING AIR CONDITIONING SF SQUARE FOOT BM BEAM,BENCH MARK SHT SHEET BOT BOTTOM ICBO INTERNATIONAL SIM SIMILAR BP BASE PLATE CONFERENCE SLBB SHORT LEGS BACK-TO-BACK 7 BRDG BRIDGE,BRIDGING OF BUILDING OFFICIALS SLOT SLOTTED ` 0 BRIG BEARING ID INSIDE DIAMETER SPCG SPACING O) BS BOTH SIDES IF INSIDE FACE SPEC SPECIFICATION,SPECIFICATIONS BTWN BETWEEN IN INCH SQ SQUARE C j INCL INCLINE,INCLUDE SS STAINLESS STEEL c C CHANNEL,DEGREES INFO INFORMATION SSL SHORT SLOTTED HOLES CELSIUS INT INTERIOR,INTERNAL STD STANDARD C/C CENTER TO CENTER STIFF STIFFENER O CAD COMPUTER-AIDED JCT JUNCTION STL STEEL O DRAFTING JST JOIST STRUC STRUCTURAL 'L CF CUBIC FEET JT JOINT SY SQUARE YARD U Q CL CENTERLINE SYM SYMMETRICAL CLG CEILING K KILOPOUND(1000 U CLR CLEAR POUNDS) T TOP CO COMPANY,CUT OUT KELVIN(TEMPERATURE) T&B TOP AND BOTTOM z COL COLUMN KG KILOGRAM TEMP TEMPORARY CONN CONNECTION KIP KILOPOUND(1000 THK THICKNESS CONST CONSTRUCTION POUNDS) THRU THROUGH 00 CONT CONTINUOUS KSI KIPS PER SQUARE INCH TOS TOP OF STEEL 0 CONTR CONTRACTOR TOW TOP OF WALL CP COMPLETE PENETRATION L ANGLE,LEFT,LENGTH TYP TYPICAL WELD LB OR#POUND(WEIGHT) CTR CENTER LENG LENGTH UNO UNLESS NOTED OTHERWISE CU.FT. CUBIC FEET LH LEFT HAND UT ULTRASONIC TEST w m CU.IN. CUBIC INCH LL LIVE LOAD CU.YD. CUBIC YARD LLBB LONG LEGS V,VERT VERTICAL s CW CLOCKWISE BACK-TO-BACK VIF VERTICAL INSIDE FACE 0_ CY CUBIC YARD,CYCLE LOC(S) LOCATE,LOCATION(S) VOL VOLUME O LONGIT LONGITUDINAL Y d PENNY(NAILS) LP LOW POINT W WEST,WIDTH O DBL DOUBLE LSL LONG SLOTTED HOLES W/ WITH E DEG DEGREE LVL LEVEL W/O WITHOUT V7 DEMO DEMOLITION WD WOOD DEPT DEPARTMENT M METER,BENDING WF WIDE FLANGE(STRUCTURAL STEEL) DET DETAIL MOMENT,MISC SHAPE WP WATERPROOF,WORKING POINT DIAG DIAGONAL MATL MATERIAL WPJ WEAKENED PLANE JOINT DATE 9111123 DIA,0 DIAMETER MAX MAXIMUM WS WATERSTOP DRAWN DIM DIMENSION MC MISCELLANEOUS WT WEIGHT;STRUCTURAL TEE CUT FROM W SHAPE CHECKED DIV DIVISION CHANNEL DL DEAD LOAD M/E/P MECHANICAL/ YD YARD REVISIONS: DN DOWN ELECTRICAL/PLUMBING YR YEAR PERMIT SET 9/28123 DO DITTO ME MECHANICAL ENGINEER DP DEEP MECH MECHANICAL 95%CD 10/09/23 DWG DRAWING MEZZ MEZZANINE BID SET 10/20/23 DWL DOWEL MF MOMENTFRAME MFR MANUFACTURER EA EACH MIN MINIMUM;MINUTE EE EACH END MISC MISCELLANEOUS EF EACH FACE MK MARK EJ EXPANSION JOINT MTL MATERIAL,METAL ABBREVIATIONS EL,ELEVELEVATION,ELEVATOR N NORTH NF NEAR FACE NIC NOT IN CONTRACT NO NUMBER S1.3 NTS 9 ABBREVIATIONS NTS 3 i fora Se.t NE A 9 Street Seattle, 2 98132 t: 206-322-1732 far I-cl Fora Landscape Architects I IyD s EOy- �o� .q W0�,�28112� RSIO(NSA18L"6t'Olv I PROJECT MANAGEMENT: ROCK PROJECT MANAGEMENT (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECTURE: DVKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426-2600 ELECTRICAUPLUMBING: METRIX ENGINEERING (206) PICNIC SHELTER STRRUUCTT 22 U RRALAL: SEE 3/S2.2 SEATTLE STRUCTURAL PS INC. &3/S2.3 (206)348-3000 N� L� I Q ❑ STAGE } SEE 9/S2.2 &9/S2.3 Do Z N I Q 0 o . O � I F:L]F ❑ U Q Ld z I 0 za 0 ❑ � w m O o U I DATE 9/15/23 DRAWN CHECKED REVISIONS: PERMIT SET 9128/23 95%CD 10/09/23 BID SET 10/20/23 I N ® SITE PLAN I S2.1 I SITE PLAN V 20'-0" 3 fora 1430 HE 65th Street Seattle,WA 98115 t: 206-322-1732 fo—I-d Fora Landscape Architects a�B.a 12,_ „ 23'-0" 'Po ,�2su2 SLAB PROJECT MANAGEMENT: �---�---� ---�---� EDGE --------� ROCK PROJECT MANAGEMENT�---t---� �---t---� (426)672-6878 LANDSCAPE ARCHITECTURE: I I I I I I I I I FORA LANDSCAPE ARCHITECTS I (208)322-1732 ARCHITECTURE: OV5 259-ARCHITECTS -+--- ♦- ----i---I --- - ---+-------------------+--- - ---+ ^ PA I 3/S4.1 CIVIL: SA ----- - I I I I I 3/S4.1 �---- - - � --- TYP JACOBSON CONSULTING ENGINEERS �? TYP (206)426-2600 ELECTRICALIPLUMBING: METRIX ENGINEERING L 1 —� r —+--- ---+---J T--- ---t---� (206)336-2822 STRUCTURAL: SEA TLLESTRUCTURAL PS INC. I I I I I I I ! THICKENED L.L SLAB AT ❑ PARTITION,TYP /'►�/'► SEE CIVIL LL l ° A 6/S4.1 N , ! TYP E3 o z N ! LJ l N Do HSS4X4X%8 PARTITION POST,TYP > ! I I o 0 0' ° U Q I I z z � 1 III ° -- — — �a I I I I i li i i w 0° I I I I I I I ! --J ! L---!-- ---!---J rn l HSS8X8X1/4 COLUMN,TYP I I � ! i CONCRETE PLINTH TYP o E, 4'-6" ^ m CONCRETE FOOTING,TYP TYP V J Cn DATE 1111123 �o a DRAWN SIB _—_—_ _—_ _ _—_ _ _ _—_—_—_—_ _ CHECKED REVISIONS: HSS8X8X'/4 PERMIT SET 9/28/23 L— — t---J — --t---� COLUMN,TYP �— t— CONCRETE SLAB 4'-6" BID E 10/20/23 CONCRETE FOOTING, PLINTH,TYP EDGE TYP BID SET 0/0/23 TYP FOUNDATION PLANS NOTE: I 1. SEE CIVIL FOR SLAB INFORMATION 2. COORDINATE PARTITION LOCATIONS WITH ARCHITECTURAL. S2.2 STAGE FOUNDATION PLAN %,=1, 9 PICNIC SHELTER FOUNDATION V 3 fora 1430 HE 65th Street Seattle,WA 98115 t: 206-322-1732 tora.l-d Fora Landscape Architects a�S.a S1 S2 S3 ° 28 BIONAL>� 2'-0" - 12'-" 4' P1 PZ PROJECT MANAGEMENTROCK : LANDSCAPE CT MANAGEMENT LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)CHITS 2TURE -1732 ARCHITECTURE: 2'- " t 23-0" 2'- " DYKEMAN RCHITECTS SA - - - - - - - -- CIVILS)259-3161 &3161 JACOBSON CONSULTING ENGINEERS (206)426-2600 ELECTRIC EI ENGIN BI NG A (206)336-2822 O STRUCTURAL: 3/S3.1 V SEATTLE STRUCTURAL PS INC. (206)343-w r L J L J - W A 2/S3.1 Q wco � N 5 J J Q Q W W C J J J m m O M N N N W �J X� X=1 U Q LU A ^ ^ z 5 4.1 2X6 JOIST Z OPP SIM 8/S4.1 5/S4.1 � @24"O.C. LU MAX AT 0ROOF PLANE 06 LuEL Ed Z—A 5 < SHEATHING D PB —— — - O A.1 U TYP d DATE 9/15/23 < HSS8X8X%4 V.PLYWOOD DRAWN ----_ COLUMN,TYP TIMBER TRUSS SHEATHING CHECKED ^ OVER GLULAM BEAM,TYP REVISIONS: 1/S4.1 TYP PERMIT SET 9/28/23 EDGE OF CLERESTORY ssi cD 0/09/23 HSS8X8X%4 2X10 RAFFTERS BID ser o/zo/z3 COLUMN,TYP @ 24"O.C.MAX I � I ROOF FRAMING PLANS I S2.3 I STAGE ROOF FRAMING PLAN w=1, 9 PICNIC SHELTER ROOF FRAMING PLAN % 3 2/S4.2 EA SIDE fora Ye TYP ALL I 1430 NE 65th Street HSS4X4X I I Settle,WA 98115 t: 206-322-1732 foradand HSS2X2XY8 HSS2X2X%a I I Far.L.ndsoape � I 2X6 @ 24"O.C.MAX Architects I 12 ES ES 12 1 TIMBER TRUSS s 8 TYP 1/e TYP ALL 4� ALL ------- ---- I Q 5 odl� �8 — ° SZ SZ 2 2 2 2 2 2 N /— Co Cco co U) Co oCo Co m rn ----- — �. —L----- x x x x x x / � i- I I \ / I BBIUNAt —— ------------ ------ ------ ------------------4-- HSS2X2X a HSS2X2X a I I I\ I I PROJECT MANAGEMENT: I I ROCKP MANAGEMENT 3/S4.2 2-6878LANDSCAPE � --- TECTURE FORA LANDSI CAPEARCHITECTS ---- ---- 7/S4.2 10/S4.2 (206)322-1732 ARCHITECTURES OPP-SIM. DYKEMAN ARCHITECTS ES 5%i'X18"GLULAM CIVIL:) TYP ALL JACOBSON CONSULTING ENGINEERS 8 (206)4261600 ELECTRICAL/PLUMBING: METRIX ENGINEERING i+J HSS8X8X/ (4 STRR UCTURALUCTURAL : COLUMN,TYP (206)SEATTLE STRUCTURAL PS INC. (206)343-3000 6/S4.1 v I I CONCRETE PLINTH,TYP I I..L 6'-4" 1'-8" i 6'-4" L--------L ----L CONCRETE SLAB L.L /// ON GRADE-SEE CONCRETE FOOTING,TYPJ 4'-6" CIVIL zM N N m PARTITION FRAMING ELEVATION W-1'-0" 8 PICNIC SHELTER SECTION O , ES O ya TYP ALL S1 S2 S3 C) HSS4X4X e L Q ---- ———————— v HSS2X2X%a I I I I DO /----I—� 12 1 12 I 1 I ^O^ �4 4� 2X10@ 24"IO.C.MAX,TYP I..L 06 70 I I 11 C11 . a I I I -1N xv I I --*-- ---- 1 OD Cn co co � I I — ---- 5/S4.1 W x x x = I I I I �e O 5/S4.1 I I 1 5Y2"X21"GLU LAM T HSS2X2Xye -- OPP SIM I I BEAM,TYP O - 0 — — 8/S4.1 T&B Cn ya TYP ALL HSS8X8XYn COLUMN,TYP DATE 9/15na I I M DRAWN CHECKED CONCRETE 6/S4.1 PLINTH,TYP REVISIONS: V PERMITSET 9128/23 95%CD 10/09/23 BID SET 10/20/23 -- L-- J .L 10" 6'-2" 10" r-- I 1 r-- r-- L---1---J L---1---J 1---� CONCRETE SLAB T-10" ON GRADE-SEE ELEVATIONS & CONCRETE 4 6 CIVIL FOOTING,TYP SECTIONS S3.1 I PARTITION FRAMING ELEVATION STAGE SECTION 3 I 4" 5Yi'BEAM WIDE GLULAM fora TY 3 B PLY4X3X1'-1" 1430 HE 65th Street /ts PL% S..ttle,WA 98115 is 206-322-1732 <.1 1%s'0 HOLES tor0.I00d Fora Landscape Architects (2)PLY4X4%"X1'_3„@ (3)Y4"0 5%"O.C. _ � � � BOLTS 3�B + �4 SEE DETAIL SIDE �G �o2811s� 16"fb HOLES 1Y" 3" 3" 5Yi'GLULAM BEAM SEAT aIONAL� PL/EA SIDE I FORS/"BOLTS 9" PL✓ BEAM SEE DETAIL 7/54.1 PROJECT MANAGEMENT: I I ��� ,/4 Py2X83�4XV-10" ROCK PROJECT MANAGEMENT (426)572-6878 10" LANDSCAPE ARCHITECTURE: H`S`58X6� FORA LANDSCAPE ARCHITECTS M COL (206)322-1732 ARCHITECTURE: DVKEMAN ARCHITECTS (425)25P3161 CJACOBSON CONSULTING ENGINEERS v'I/ (206)426-2600 HS.S8X8N4'COLUMN ELECTRICA-LUMBING: W/CAP PL METRIX ENGINEERING (206)336-2822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. (206)343-3000 DETAIL 3"=1'-0" 10 DETAIL 3"=1'-o" 7 DETAIL 1Y"=1'-0" 4 DETAIL 1Yi'=1'-0" 1 D*SIDE N SHEATHINGD 12 DIAPHRAGM 4 � NAILING S/e"PLYWOOD 1 2 SHEATHING 2"TYP 7 NNLD �Q 2X10 RAFTERS 2X BLO@ 24"O.C. 2X BLOCKING5W/(2)SNG �O A34 EA " 2X10 RAFTERSM BEAM @ 24"O.C. 5%LUL OSIMP GLULAM BEAM + + f , ._ H1A EA SIMPSON /4 , Q RAFTER,TYP H1A 4'-0" 2'-0" @ OPP SECTION A z PLY4 z I..L 06 DETAIL 1y"=r-0" 11 DETAIL Y4'=1'4' 18 DETAIL =r-o" 5 I I PLAY. 1"TYP (4)Y4"0 HSS8X8X4 � O + 1"TYP ANCHORS O 0 q 1y"GROUT HILTI KWIK BASE PL4" I I � CONC.SLAB ON � BOLT TZ + + ISOLATION GRADE SEE CIVIL � /6 JOINT SECTION A DATE 9/15/23 DRAWN HSS4X4X1/8 CHECKED #4©@ 6"O.C. REVISIONS: Z � PERMIT SET 9/28/23 o A o 95%CD 10/09/23 m g BASE PLy BID SET 10/20/23 w 1"GROUT o • l 1'-2'ISQ DETAILS THICKENED (5)#6 EW SLAB-SEE CIVIL 4'-6"SQ S4.1 I X"=1,_o,. 12 X„=1,_o„ 9 DETAIL 1Y"=1,_0„ 6 DETAIL 1Yi'=1'o" 3 I DIAPHRAGM fora NAILING 2X6 JOIST 4X8 TRUSS 143D HE A 9 Street Seattle, 2 98132 24"O.C.MAX c: I.rcl z-naz fora.land PLY,TYP BLOCKING FOR + Fora Landscape WOOD CEILING Architect. + + 5/8"PLYWOOD SHEATHING d�s.a M M + 1Ys"O WOOD CEILING + + + 2XBLOCKING HOLE - n TYP 0 0 0 + + + zeuz CONN.PL P1 G2s oN EA SIDE 4Yz" 3Yz" 3Yz" �,ly? 2X BLOCKING BETWEEN TRUSSES ° PROJECT MANAGEMENT: Y2 (426)5]2-6818 " 2X6 JOIST @ 2'-0"O.C.MAX ROCK PROJECT MANAGEMENT 1 3" P3 ° LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS 322-1732 SEE DETAIL 8/S4.1 (2)SIMPSON A34 s ARCH P1 ITECTURE: FOR TRUSS CONN EA 2X /B PLYWOOD DYKEMAN ARCHITECTS SHEATHING (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS O (206)426-2600 5Y2"X18"GLULAM BEAM ELECTRIC TRIXENGINEERING 0 /4'CONN.PL P5 (206)336-2822 EA SIDE STRUCTURAL: 4X6 SEATTLE STRUCTURAL PS INC. (206)343-3000 DETAIL 1Y2"=1'-0" 7 � I 4X8 TRUSS TOP CHORD Q CONN.PL P3 0 SEE 12/S4.2 PLYWOOD i 3" + SHEATHING 0 1Y2"` 11/2 + WOOD M m +/Z CELING N zo N M w + + + 0 D � y� M ---e--e-— CONN.PL P2 Lil4X6 4X8 G ¢Q EA SIDE I TYa "TYP 5 4X8TRUSS WOOD L p STEEL CONN.SEAT BOTTOM GEEING O 1Y2" SEE DETAIL CHORD 1 4X8�- Yz" 3Yz" 3Yz" 3Yz' 3Yz' 10/S4.1 v N P2 P4 5Y2"X 18" CL TRUSS `GLULAz BEAM 1 BEAM *I'/ Z � NOTE:SEE 12/S4.2 FOR CONNECTIONS PLATE DETAILS O Yz"=1'-0" g W °� DETAIL 1 DETAIL 1Yz'"=1'-0" 2 >- � I DIAPHRAGM NAILING TO TRUSSES AND V PLYWOOD SHEATHING O JOISTS 51/4' O a 12 V J Cn 12 4 5 4X6 DATE 9/15/23 3 n DRAWN 2x6 ROOF JOISTS \'� CHECKED @ 24"OC.MAX i REVISIONS: �� � �� SIMPSON JOIST HANGER �- \ PERMIT SET 9/28/23 i 95%CD 10/09/23 i0 - BID SET 10/20/23 TIMBER ROOF TRUSS _Z��s__ 1Yz" 3" -- - - - - - - - ------- — �— --------------------- P5 DETAILS CONN.PL P4 EA 4X8 TRUSS SIDE-SEE DETAIL BOTTOM 121S4.2 `c 4 DETAIL 1Y"=1'-a' 12 DETAIL 1Yz"=1'-O" g DETAIL 1Y2"=1.-0" 3 I REFERENCE SYMBOLS POWER SYMBOLS ABBREVIATIONS: ELECTRICAL GENERAL NOTES: NEW ELECTRICAL WORK TP GROUND BAR 1P 1 POLE(2P,3P,4P,ETC.) GENERAL: 23. PROVIDE EQUIPMENT THAT FITS INTO SPACE fora MAX MAXIMUM ALLOTTED AND ALLOWS ADEQUATETE A ACCEPTABLE A AMPERE MAG.S MAGNETIC STARTER 1. COORDINATE ELECTRICAL WORK WITH MECHANICAL, CLEARANCE FOR INSTALLATION,REPLACEMENT, EXISTING ELECTRICAL WORK 4 JUNCTION BOX AC ABOVE COUNTER M/C MOMENTARY CONTACT ARCHITECTURAL,STRUCTURAL,CIVIL AND ENTRY,SERVICING AND MAINTENANCE.COORDINATE ACLG ABOVE CEILING MC MECHANICAL CONTRACTOR LANDSCAPE WORK SHOWN ON OTHER CONTRACT WITH OTHER TRADES TO ENSURE NO CONFLICT WITH 1430 NE 65th Street JUNCTION BOX CEILING ADO AUTOMATIC DOOR OPENER MCB MAIN CIRCUIT BREAKER DOCUMENTS.PROVIDE ADDITIONAL OFFSETS FOR REQUIRED CLEARANCES. Se ttle,WA 98115 ------- ENLARGED PLAN BORDER UNG AF AMP FRAME MCC MOTOR CONTROL CENTER COORDINATED INSTALLATION WHERE REQUIRED. t. 206-322-1732 AFF ABOVE FINISHED FLOOR MDC MAIN DISTRIBUTION CENTER 24. BUILDING SPACE IS LIMITED.STRONG ATTENTION TO fora.1-d JUNCTION BOX FLOOR AFG ABOVE FINISHED GRADE MDP MAIN DISTRIBUTION PANEL 2. FIELD COORDINATE FINAL MECHANICAL AND DETAIL AND CARE MUST BE TAKEN WHEN DEVELOPING AFI ARC FAULT CIRCUIT INTERRUPTER MFR MANUFACTURER EQUIPMENT LOCATIONS ALONG WITH CONNECTION SHOP DRAWING SO ROUTING IS COORDINATED WITH Fora L�rdcape MATCHLINE REQUIREMENTS AND CONTROL WIRING PRIOR TO OTHER DISCIPLINES. Ar<r,ttecs AHU AIR HANDLING UNIT MFS MAIN FUSED DISCONNECT SW ROUGH-IN. $ POWER SWITCH AL ALUMINUM MH MANHOLE 25. MATERIALS WITHIN PLENUMS SHALL BE _` t ALT ALTERNATE MIC MICROPHONE 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDE ALL LINE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD r'l„M A� P AMP AMPERE MIN C. MINIMUM Q. OF d$yj ® DUPLEX RECEPTACLE FLOOR VOLTAGE CIRCUITING AND CONNECTIONS TO INDEX OF NOT MORE THAN 25 AND A ITEM TO BE REMOVED AMPL AMPLIFIER MISC MISCELLANEOUS MECHANICAL EQUIPMENT,PACKAGED UNITS, SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 Jt ANNUN ANNUNCIATOR MLO MAIN LUGS ONLY CONTROL PANELS,MOTOR STARTERS,MOTOR WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR !�1 DUPLEX RECEPTACLE WALL AQ-STA APPROXIMATELY MMS MANUAL MOTOR STARTER AQ-STAY AQUASTAT MOA MULTIOUTLET ASSEMBLY CONTROLLERS,VARIABLE FREQUENCY DRIVES AND UL 723. AREA NOT IN CONTRACT XX" MOUNTING HEIGHT SIMILAR EQUIPMENT.COORDINATE ADDITIONAL G-GROUND FAULT CIRCUIT INTERRUPTER AS ARCH ARCHITECT,ARCHITECTURAL MSP MOTOR STARTER PANELBOARD A WITCH MSBD MAIN SWITCHBOARD REQUIREMENTS WITH CONTROLS CONTRACTOR. EXISTING ELECTRICAL: 20100364 WP=WEATHERPROOF AT AMPMP TRIP MT MOUNT 4. COORDINATE EQUIPMENT CONNECTIONS WITH 1. WORK SHALL BE PERFORMED IN A CLEAN AND C=CONTROLLED ATS AUTOMATIC TRANSFER SWITCH MT.0 EMPTY CONDUIT MANUFACTURERS'CERTIFIED DRAWINGS. WORKMANLIKE MANNER.CARE SHALL BE EXERCISED I E13-1 AUTO AUTOMATIC MTS MANUAL TRANSFER SWITCH TO MINIMIZE ANY INCONVENIENCE OR DISTURBANCE at MATCHLINE ARROW AUX AUXILIARY MTR MOTOR,MOTORIZED 5. COORDINATE ELECTRICAL,COMMUNICATIONS,AND TO OTHER AREAS OF THE BUILDING WHICH ARE TO ® FOURPLEX RECEPTACLE FLOOR AV AUDIOVISUAL N.C. NORMALLY CLOSED ELECTRONIC SAFETY AND SECURITY WORK PRIOR TO REMAIN IN OPERATION.ISOLATE WORK AREAS BY PROJECT MANAGEMENT: AWG AMERICAN WIRE GAUGE NEC NATIONAL ELECTRICAL CODE INSTALLATION.EQUIPMENT ACCESS TAKES MEANS OF TEMPORARY PARTITIONS AND/OR TARPS ROCK PROJECT MANAGEMENT NEMA NATIONAL ELECTRICAL MANUFACTURER'S PRECEDENCE OVER CONDUIT FOR AVAILABLE SPACE. 1NDSCAPE425) AR �{p 78 FOURPLEX RECEPTACLE CEILING BATT BATTERY ASSOCIATION TO KEEP DUST AND DIRT WITHIN THE CONSTRUCTION FORA LAND CAPEARCHITECTS BD BOARD NFDS NON-FUSED SAFETY DISCONNECT SWITCH 6. WHERE USED,THE TERM"PROVIDE"SHALL MEAN AREA. (206)322-1732 BLDG BUILDING NIC NOT IN CONTRACT "FURNISH AND INSTALL". 2. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT ARCHITECTURE: 1 FOURPLEX RECEPTACLE WALL DYKEMAN ARCHITECTS SECTION IDENTIFIER BMS BUILDING MANAGEMENT SYSTEM NIL NIGHT LIGHT BE REUSED IN NEW SYSTEMS,EXCEPT WHERE (425)259-3161 E-001 7. PROVIDE CONDUCTORS OPERATING AT 50 VOLTS OR N.O. NORMALLY OPEN INDICATED AS BEING RELOCATED. CIVIL: ® SPECIAL RECEPTACLE CEILING C CONDUIT NPF NORMAL POWER FACTOR GREATER IN RACEWAY.PROVIDE METAL RACEWAY JACOBSON CONSULTING ENGINEERS CAB CABINET NTS NOT TO SCALE WITHIN THE STRUCTURE ABOVE THE FLOOR SLAB. 3. WHERE INDICATED,CONDUIT OR PORTIONS OF (206)426-2600 PROVIDE PVC RACEWAY BELOW THE FLOOR SLAB AND CONDUIT SHALL BE REUSED.REFER TO DRAWING eLecrRlcnuawm6lNc: ® SPECIAL RECEPTACLE FLOOR CAT CATALOG METRIX ENGINEERS 1 CAN CABLE TELEVISION OH OVERHEAD UNDERGROUND RACEWAY OUTSIDE THE STRUCTURE. PLANS FOR POINTS OF CONNECTIONS. (425)336-2822 DETAIL OR DRAWING IDENTIFIER STRUCTURAL: E-001 CB CIRCUIT BREAKER OL OVERLOADS 8. CONDUIT AND WIRE IS NOT PERMITTED TO BE 4. PROVIDE TEMPORARY SUPPORT OF EXISTING SEATTLE STRUCTURAL PS INC. SPECIAL RECEPTACLE WALL CCTV CLOSED CIRCUIT TELEVISION INSTALLED BELOW FLOOR SLAB UNLESS INDICATED ELECTRICAL SYSTEMS WHERE REQUIRED BY (206)343-3000 CCT CIRCUIT PA PUBLIC ADDRESS ON PLAN BY DASHED CONDUIT. DEMOLITION OR ALTERATION OF EXISTING iQ REVISION TAG CLG CEILING PB PULL BOX OR PUSHBUTTON STRUCTURE DURING CONSTRUCTION.COORDINATE TRANSFORMER COMB COMBINATION PE PNEUMATIC ELECTRIC 9. LEAVE THE SITE CLEAN AND READY FOR OCCUPANCY. WITH GENERAL CONTRACTOR AND PROVIDE ALL CM PR COMPRESSOR PED PEDESTAL REMOVE DIRT,DEBRIS,EMPTY CARTONS,TOOLS, NECESSARY CONDUIT AND EQUIPMENT SUPPORTS AHU-XXX EQUIPMENT IDENTIFIER 'O SAFETY DISCONNECT SWITCH FUSED CONN CONNECTION PF POWER FACTOR CONDUIT AND WIRE SCRAPS AND MISCELLANEOUS (FUSED) AND HANGERS TO MAINTAIN INTEGRITY,SAFETY AND CONS7 CONSTRUCTION PH PHASE SPARE EQUIPMENT AND MATERIALS USED IN THIS PROPER OPERATION OF EXISTING ELECTRICAL CONS CONTINUATION OR CONTINUOUS PIV POST INDICATING VALVE DIVISION OF THE WORK DURING CONSTRUCTION. SYSTEMS FOR THE DURATION OF THE WORK. 6 PANELBOARD CONTR CONTRACTOR PNL PANEL COMPONENTS SHALL BE FREE OF DUST,GRIT AND SHEET NOTE CONV CONVECTOR PP POWER POLE FOREIGN MATERIALS AND LEFT AS NEW BEFORE FINAL DEMOLITION: CP CIRCULATING PUMP PR PAIR ACCEPTANCE OF WORK. ® EQUIPMENT CONNECTION.REFER TO CRT CATHODE-RAY TUBE PRI PRIMARY 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MOTOR AND EQUIPMENT SCHEDULE FOR CT CURRENT TRANSFORMER PROJ PROJECTION 10. PERFORM WORK TO COMPLY WITH THE STANDARD COORDINATE DEMOLITION/INSTALLATION OF NORTH ARROW REQUIREMENTS CTR CENTER PRV POWER ROOF VENTILATOR PRACTICES FOR GOOD WORKMANSHIP PUBLISHED BY ELECTRICAL SYSTEMS AND THOSE REQUIRING CU COPPER PT POTENTIAL TRANSFORMER NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION ELECTRICAL CONNECTIONS TO MAINTAIN NEC PVC POLYVINYL CHLORIDE(CONDUIT) (NECA).COMPLY WITH THE LATEST ENFORCED REQUIRED CLEARANCES,INCLUDED BY NOT LIMITED DCP DOMESTIC WATER CIRCULATING PUMP PWR POWER EDITION OF THE NATIONAL ELECTRICAL CODE(NEC), TO AREAS ABOVE ACCESSIBLE CEILINGS. LIGHTING SYMBOLS DEPT DEPARTMENT LOCAL CODES,AMENDMENTS,AND ORDINANCES. DET DETAIL QUAN QUANTITY 2. COORDINATE WITH OTHER TRADES FOR PROPER 7� RACEWAY SYMBOLS o CAL RK UNDER THE DISC DISCONNECT RCPT RECEPTACLE A DIAMETER11 SUPERVISION OF A. PERFORM I L CENSED MASTER ELECTRICIAN. DRAWINGS OF OTHDEMOLITION OF QER TRADES OR CRAFTS TO AVOID ! N UIPMENT.CONSULT THE $ DIMMER SWITCH DIST DISTRIBUTION REQD REQUIRED PROCURE PERMITS AND LICENSES AND PAY FEES CONFLICTS WITH EQUIPMENT,ETC.RESOLVE 00 ON DOWN RM ROOM ASSOCIATED WITH THIS WORK. CONFLICTS PRIOR TO ROUGH-IN AND AT NO a CONDUIT IN CEILING OR WALL $K KEYED SWITCH DPR DAMPER RSC RIGID STEEL CONDUIT 12. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING ALL ADDITIONAL COST TO THE OWNER. DS SAFETY DISCONNECT SWITCH RTU ROOF TOP UNIT C Q CONDUIT IN FLOOR OR BELOW GRADE ® OCCUPANCY SENSOR CEILING DT DOUBLE THROW DOCUMENTATION REQUIRED TO CITY OF ARLINGTON 3. TAKE CAUTION IN DEMOLITION OF ELECTRICAL c - - - - - DWG DRAWING Sc SURFACE CONDUIT FOR PERMITTING.COORDINATE WITH ENGINEER FOR EQUIPMENT. SEC SECONDARY ANY ADDITIONAL DOCUMENTATION. EC ELECTRICAL CONTRACTOR SHT SHEET 4. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE O 4PN-102/1 3 g OCCUPANCY SENSOR WALL 13. PROVIDE NEW,COMMERCIAL GRADE MATERIALS OF ALL CONDUIT AND EQUIPMENT INDICATED ON �L\\ EL ELECTRIC,ELECTRICAL Sim SIMILAR FURNISHED FOR THIS PROJECT THAT ARE FREE OF DRAWINGS INCLUDING ALL ASSOCIATED HANGERS, O ELEV ELEVATOR S/N SOLID NEUTRAL DEFECTS,AND LISTED BY A NATIONALLY RECOGNIZED HOME RUN 70 BRANCH CIRCUIT PANELBOARD $ SINGLE POLE SWITCH ELU EMERGENCY LIGHTING UNIT SPEC SPECIFICATION WIREMOLD,WIRING,DEVICES,CONTROLS,AND _ TESTING LABORATORY UNO. APPURTENANCES ASSOCIATED WITH EACH PIECE OF EM EMERGENCY SPKR SPEAKER EQUIPMENT. U Q $3 THREE-WAY SWITCH EMS ENERGY MANAGEMENT SYSTEM Sp SPARE 14. CONTRACTOR IS RESPONSIBLE FOR WIRING EMT ELECTRICAL METALLIC TUBING SR SURFACE RACEWAY ELECTRICAL ITEMS SHOWN ON DRAWINGS. 5. EXISTING CONTROL PATHWAYS MAY BE RE-USED. CABLE TRAY-LADDER TYPE COORDINATE CONTROLS DEMO WORK PRIOR TO EP ELECTRIC PNEUMATIC SS STAINLESS STEEL Z $m OCCUPANCY SENSOR SWITCH EQUIP EQUIPMENT SSW SELECTOR SWITCH 15. PROVIDE 4"MINIMUM CONCRETE BASES DEMOLITION. EWC ELECTRIC WATER COOLER S/S STOP/START PUSHBUTTONS (HOUSEKEEPING PADS)UNDER FLOOR MOUNTED a EXIST EXISTING STA STATION ELECTRICAL EQUIPMENT.THIS INCLUDES,BUT IS NOT 6. WHERE EXISTING ITEMS PENETRATE A WALL OR ROOF, /'+ $E TIMER SWITCH EXH EXHAUST STD STANDARD LIMITED TO SWITCHBOARDS,TRANSFORMERS,AND CONTRACTOR SHALL PROVIDE INFILL AT(E) DIAGRAM SYMBOLS EX EXPLOSION PROOF SURF SURFACE MOUNTED MOTOR CONTROL CENTERS.COMPLY WITH PENETRATIONS THROUGH WALL/ROOF WITH LIKE EXIT SIGN SW SWITCH REQUIREMENTS FOR EQUIPMENT BASES AND MATERIALS.PATCH&REPAIR TO MATCH O FA FIRE ALARM SWBD SWITCHBOARD FOUNDATIONS SPECIFIED IN DIVISION 03. SURROUNDING SURFACES INCLUDING PAINT. G\ o FA BP FIRE ALARM BOOSTER POWER SYM SYMMETRICAL /) CIRCUIT BREAKER FABP FIRE ALARM CONTROL PANEL SYS SYSTEM 16. COORDINATE ATTACHMENTS TO STRUCTURE TO 7. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT LINEAR FIXTURE FCU FAN COIL UNIT VERIFY THAT ATTACHMENT POINTS ON EQUIPMENT 05 o OF EXISTING ELECTRICAL EQUIPMENT WHERE STRIP LUMINAIRE FIXT FIXTURE TEL TELEPHONE AND STRUCTURE CAN ACCEPT SEISMIC,WEIGHT,AND REQUIRED BY DEMOLITION OR ALTERATION OF FLR FLOOR 7EL/DATA TELEPHONE/DATA OTHER LOADS IMPOSED. EXISTING STRUCTURE DURING CONSTRUCTION. > FLUOR FLUORESCENT TERM TERMINAL COORDINATE WITH GC AND PROVIDE NECESSARY GF GROUND FAULT RELAY IS BOLLARD FU FUSE TL TWIST LOCK 17. MAINTAIN INDICATED FIRE AND SMOKE RATING OF SUPPORTS AND HANGERS TO MAINTAIN INTEGRITY, W CD rZ FUDS FUSED SAFETY DISCONNECT SWITCH TR TAMPER RESISTANT WALLS,PARTITIONS,CEILINGS,AND FLOORS AT SAFETY AND PROPER OPERATION OF EXISTING WALL LUMINAIRE T-STAT THERMOSTAT ELECTRICAL PENETRATIONS.SEAL PENETRATIONS ELECTRICAL O SYSTEMS. i O METER GA GAUGE TTC TELEPHONE TERMINAL CABINET WITH FIRESTOP MATERIAL.PROVIDE MATERIAL IN ii m DOUBLE-SIDED EXIT SIGN GAL GALLON N S TELEVIION ACCORDANCE WITH ASTM E 814 AND UL 1479 3M OR 8. THE OWNER HAS THE RIGHT TO RETAIN OWNERSHIP a- GALV GALVANIZED MC TELEVISION TERMINAL CABINET APPROVED.COMPLY WITH REQUIREMENTS SPECIFIED OF ANY MATERIALS BEING REMOVED.DELIVER ITEMS Y O T L„�,�J,J ® SINGLE-SIDED EXIT SIGN GC GENERAL CONTRACTOR TYP TYPICAL IN DIVISION 07. TO THE OWNER'S REPRESENTATIVE AS INDICATED IN TRANSFORMER 0m GEN GENERATOR THE CONTRACT DOCUMENTS.NOTIFY OWNER IN C O GFI GROUND FAULT CIRCUIT INTERRUPTER UC UNDER COUNTER 18. PROVIDE AL PENOCKINGETRATIONS AND DRAFT STOPPING AT WRITING AT LEAST 7 DAYS IN ADVANCE OF G ® PHOTOCELL ELECTRICAL PENETRATIONS IN COMBUSTIBLE E GFP GROUND FAULT PROTECTOR UE UNDERGROUND ELECTRICAL DEMOLITION. 'A � GROUND GND GROUND UG UNDERGROUND BUILDING ING CODE CEALED ACES PER THE INTERNATIONAL V/1 GRS GALVANIZED RIGID STEEL(CONDUIT) UH UNIT HEATER GYP BD GYPSUM BOARD UNO UNLESS NOTED OTHERWISE 19. REFER TO TYPICAL DETAILS PROVIDED IN THIS 3 SECURITY SYMBOLS UT UNDERGROUND TELEPHONE DRAWING SET FOR EQUIPMENT INSTALLATION. CURRENTTRANSFORMER HOA HANDS-OFF-AUTOMATIC SWITCH UTIL UTILITY HORIZ HORIZONTAL UV ULTRAVIOLET CONTRACTOR IS RESPONSIBLE FOR CONFORMANCE DATE 9/21/23 WITH DETAILS. CAMERA HP HORSEPOWER DRAWN BCP SPD SURGE PROTECTIVE DEVICE HPF HIGH POWER FACTOR V VOLT 20. LOCATIONS AND SIZES OF FLOOR,WALL,AND ROOF HT HEIGHT VA VOLT-AMPERES OPENINGS SHALL BE COORDINATED WITH OTHER CHECKED BCP HTG HEATING VDT VIDEO DISPLAY TERMINAL TRADES INVOLVED.INCLUDE IN THE COST OF HTR HEATER VERT VERTICAL ELECTRICAL WORK,CUTTING,CORING,PATCHING AND REVISIONS: 0NSS TRANSIENT VOLTAGE SURGE SUPPRESSOR HV HIGH VOLTAGE VFD VARIABLE FREQUENCY DRIVE PAINTING OF EXISTING WALLS,CEILINGS,FLOORS AND PERMIT SET 9/28/23 HVAC HEATING,VENTILATING AND AIR VOL VOLUME ROOFS AS REQUIRED TO ACCOMMODATE WORK AS CONDITIONING INDICATED IN THE ELECTRICAL CONTRACT 95%CD 10/09/23 p W WATT DOCUMENTS,UNLESS SPECIFICALLY SHOWN ON \b TRANSFER SWITCH IC INTERRUPTING CAPACITY W/ WITH ARCHITECTURAL DRAWINGS. BID SET 10/20/23 C IG ISOLATED GROUND WIG WIRE GUARD ELECTRICAL SHEET INDEX IMC INTERMEDIATE METAL CONDUIT WH WATER HEATER 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE XX.XKAICX FAULT CURRENT TAG EO.01 ELECTRICAL LEGEND AND NOTES INCAND CANDESCENT W/O WITHOUT SAFEKEEPING OF THEIR OWN PROPERTY ON THE JOB I IN R INFRARED WP WEATHERPROOF SITE.OWNER ASSUMES NO RESPONSIBILITY FOR EO.02 ELECTRICAL SCHEDULES&ONE-LINE IAN INTERLOCK WITH PROTECTION OF PROPERTIES AGAINST FIRE,THEFT IE1.00 OVERALL ELECTRICAL SITE PLAN XFMR TRANSFORMER AND ENVIRONMENTAL CONDITIONS. ELECTRICAL J-BOX JUNCTION BOX XFR TRANSFER FUSED SWITCH E1.01 PARTIAL ELECTRICAL SITE PLAN 4 22. CLEAN THE JOB SITE DAILY AND REMOVE FROM THE LEGEND AND VOLT ANGLE PREMISES ANY DIRT AND DEBRIS CAUSE BY THE KV KILO E1.02 PARTIAL ELECTRICAL SITE PLAN KVA KILOVOLT-AMPERE @ AT PERFORMANCE OF THE WORK INCLUDED IN THIS NOTES KVAR KILOVOLT-AMPERE REACTIVE ♦ DELTA CONTRACT.BEFORE SUBSTANTIAL COMPLETION, E1.03 PARTIAL ELECTRICAL SITE PLAN KW KILOWATT FEET CLEAN EQUIPMENT,FIXTURES,EXPOSED CONDUIT ( SINGLE POLE SINGLE THROW SWITCH E9.01 I ELECTRICAL DETAILS KWH KILOWATT HOUR INCHES AND SIMILAR ITEMS. O.O # NUMBER LOC LOCATE OR LOCATION 0 PHASE LT LIGHT C CENTER LINE FUSE LTG LIGHTING P PLATE - -LV _LOW VOLTAGE J I I fora I FLAG NOTES: 1430 NE 65th Street PROVIDE GROUNDING ELECTRODE SYSTEM PER NEC Seattle,WA 98115 S ttl,W 2-1732 15 250.50. for.I-d Fora Lardscape Ar<hl,e- I C. $yQ�aT I 1 sr3II��• ,� 7orrA1,� 1 ti LUMINAIRE SCHEDULE a PROJECT MANAGEMENT: CONSTRUCTION LIGHT SOURCE ELECTRICAL PRODUCT ROCKP-6878 MANAGEMENT LANDSCAPE ARCHITECTURE: TYPE DESCRIPTION LENSILOUVER MOUNTING LAMP LUMENS DOWN CCT CRI BALLAST/DRIVER VOLTAGE WATTS MANUFACTURER MODEL NOTE FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECTURE: Si SINGLE HEAD AREA LIGHT WITH 15'POLE -- POLE LED 9423 4000 K 80 LED DRIVER,0-10V 1%DIMMABLE 120 V 92 LUMENPULSE ALLEGRA MEDIUM:ALG7200-120-CSL-M110-40K-CRI 80-2-BK-DIM-P4-CS12 DYKEMAN ARCHITECTS (425)259-3161 S2 DOUBLE HEAD AREA LIGHT WITH 15'POLE -- POLE LED 18846 4000 K 80 LED DRIVER,0-10V 1%DIMMABLE 120 V 184 LUMENPULSE ALLEGRA MEDIUM:ALG7200-120-CSL-M110-40K-CRI 80-2-BK-DIM-P4-CS12 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426-2600 S3 CATENARY LIGHTING -- SUSPENDED LED 1033 4000 K 80 LED DRIVER,0-10V 1%DIMMABLE 120 V 15 RAGNI LAMPION:LAM-S-1-4-35-12-1-C-BLK-BLK ELECTRICnUPLUMBING: METRIX ENGINEERS R1 6"RECESSED DOWNLIGHT -- RECESSED LED 1100 4000 K 90 LED DRIVER,0-10V 1%DIMMABLE 120 V 13 CURRENT PRESCOLITE:LBSES-6RD-CS9-WH STRUCTURAL22 SEATTLE STRUCTURAL PS INC. W1 FLOOD LIGHT WITH MOTION SENSOR -- SURFACE LED 2730 5000 K 90 LED DRIVER 120 V 35.5 WAC WP-LED335-50-ABK-MS-120-GY PROVIDE WITH PHOTO AND MOTION SENSOR. (206)343-AK0 PANEL: 1 N2-1 EXISTING A' LOCATION: RESTROOM MANUFACTURER: VOLTAGE: 240/120V AIC RATING: 22K ' r BLDG 1..` SUPPLY FROM: UTILITY CAT.# PHASES: 1 MAINS TYPE: MAIN CIRCUIT BREAKER I MOUNTING: SURFACE WIRES: 3 MAINS RATING: 400A NEMA RATING: TYPE 1 NEUTRAL RATING: 100% n BUSSING: CU �. CCT CIRCUIT DESCRIPTION RATING POLES A(kVA) B(kVA) POLES RATING CIRCUIT DESCRIPTION CCT 1 REC:RESTROOM BLDG 20A 1 0.90 0.18 1 20A LTG:RESTROOM BLDG 2 3 RESTROOM BLDG EXHAUST FANS 20A 1 1.18 0.10 1 20A 4 _ 5 RESTROOM BLDG UNIT HEATERS 20A 1 1.18 0.20 1 20A 6 7 20A 1 0.72 0.47 1 20A LTG:PLAZA ATENA Y 8 Z N 9 20 A 1 0.72 1.13 1 20A LTG:SOUTH SITE POLES 10 N 11 20 A 2 1.25 0.55 1 20A LTG:NORTH SITE POLES 12 a) 13 - - - 1.25 0.00 2 100A FUTURE EV 14 15 20A 2 1.25 0.00 - . . 16 CT CABINET L Q 17 - - - 1.25 0.00 2 100A FUTURE EV 18 PANEL 19 20A 2 1.25 0.00 - - - 20 iN2-1 21 - - - 1.25 0.00 2 50A FUTURE EV 22 23 20A 2 1.25 0.00 - - - 24 400A MCB O 25 - - - 1.25 0.00 2 50 A FUTURE ELECTRIC BIKE CHARGER 26 I 12.6KAIC 240/120V O 0 27 20A 1 0.36 0.00 28 29 20A 1 1.08 0.00 1 20A SPARE 30 M 10,3W •L 33 20A 1 0.72 0.00 31 grc STAGE(NOTE 1) 20A 1 1.08 0.00 1 20A SPARE 34 I I0A SPARE 32 RR BLDG Q 0A SPARE 36 N 37 REC:PARK EQUIPMENT 20A 1 1.92 0.00 1.92 0.00 1 20A SPARE 38 L -1 z(,T-YP), w 39 IRRIGATION CONTROLLER 20A 1 0.20 0.00 1 20A SPARE 40 Z 41 RPBA HEATER 20A 1 1.00 0.00 1 20A SPARE 42 l a 43 SUMPPUMP 20A 1 1.00 0.00 1 20A SPARE 44 45 ART ELEMENT 20A 1 1.92 0.00 1 20A SPARE 46 L 47 IRRIGATION BOOSTER PUMP 20A 1 1.00 0.00 1 20A SPARE 48 00 49 SPARE 20A 1 0.00 0.00 1 20A SPARE 50 UTILITY PAD MOUNT XFMR O 51 SPARE 20A 1 0.00 0.00 2 30A SPD 52 BYSNOPUD 53 SPARE 20A 1 0.00 0.00 54 75 KVA #2 CU(TYP) p� TOTAL LOAD: 15.94 kVA 13.58 kVA 12.47K0240/120V 1 Ri,3W TOTALA MPS: 132.81 A 113.14 A -O LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS BUILDING STEEL(TYP) LIGHTING 125% 2.62 kVA 125% 3.28 kVA 3/4"x10'GROU W m RECEPTACLES W0kVA 100° 5.58 kVA 100% 5.58 kVA TOTAL CONN.IkVAI, 29.51 kVA _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GROUND LEVEL C_ RECEPTACLES 1>10KVA 50% 0.00 kVA 50% 0.00 kVA TOTAL EST.DEMAND(kVA I: 30.17 kVA O LARGEST MOTOR 0.00 kVA 125% 0.00 kVA TOTAL CONN.(A: 122.98 A a- MOTORS 4.35 kVA 100% 4.35 kVA TOTAL EST.DEMAND(A): 125.71 A O T KITCHEN EQUIPMENT 0.00 kVA 100% 0.00 kVA Y MISCELLANEOUS 16.96 kVA 100% 16.96 kVA O NOTES: SERVICE POINT V� ) E I 1.PROVIDE(2)DPDT TOGGLE SWITCHES IN STAGE CONTROLS EQUIPMENT CABINET.ROUTE CIRCUITS 27,29 AND 31,33 THROUGH EACH SWITCH. 2.PROVIDE(1)DPDT TOGGLE SWITCH IN PICNIC SHELTER CONTROLS EQUIPMENT CABINET.ROUTE CIRCUITS 7,9 THROUGH SWITCH. 3.PROVIDE SPRING-WOUND TIMER SWITCH IN PICNIC SHELTER CONTROLS EQUIPMENT CABINET FOR HEATER. 4"C,3#600KCMIL(CU) 4.PROVIDE(3)SPST TOGGLE SWITCHES IN STAGE CONTROLS EQUIPMENT CABINET.REFER TO SHEET E1.01 FOR ADDITIONAL INFORMATION. 5.PROVIDE(1)SPST TOGGLE SWITCH IN PICNIC SHELTER CONTROLS CABINET. DATE 9121123 DRAWN BCP CHECKED BCP REVISIONS: ELECTRICAL ONE-LINE DIAGRAM DIAGRAM PERMIT SET 9/28/23 E0.02 SCALE:NONE 95%CD 10/09/23 BID SET 10/20/23 � I ELECTRICAL SCHEDULES& ONE-LINE E0.02 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I GENERAL NOTES: 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL fora STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. 2. COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES. 3. PROVIDE RIGID STEEL SWEEPS FOR ALL UNDERGROUND CONDUITS. 1430 NE 65th Street Seattle,WA 98115 4. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING tf 206-322-1732 o CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. fora land Fora Lardscape Archlt=__ I C. oU I mix p.:,.vba ml ———————————————— m�1st� YE[n ux,ss u PROJECT MANAGEMENT: ROCK P-6878 ROJECT MANAGEMENT LANDSCAPE ARCHITECTURE: vv FORA LANDSCAPE ARCHITECTS (208)322-1732 ARCHITECTURE: O DVKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS xsu Rp (206)426-2600 1 xnu�x p i 1 E I G:METR ENGINEERS — E1.01 E1.02— — — — — — — — — — — E1.03— — — — — —— — STRUCTURAL: SEATTLE STRUCTURAL PS INC. tPD�AM (425)336-2822 ll _ — � (206)3633000 12-_ 24RR I R 2411 f I O 00 O L--1----J Do ❑ I ZN 6 j o lZ - --- � a 0 0 D 0————— — �——— _——— — — L u = ---------- ------ - All -- - s, Dn — UQ I — — — s ,fs s S o G S GA wi) Z W W W ap' W e,zroE:,z�or I u I 64Mv1 Z a p — $$� 5S $$ SS $$ $S— — —— — 778iH PL.N.E.np pn — —— — — � — — — w ® wp-b— urnsconclimcu[[)) % .3"� [arPl ,z , : wrm � ___—_ —Y — — szowr 7 rmfi�(vl — :v[ ,o — — � 1° _ c rrr sen I ' I imlciAel f�/wuvarm ® �® ®��) ®� 3❑oi O O u, [a�.,ze.w ,av 0 otm 1 p anrMa oKawwf ,z 1111 ,m ooxx uawiw W m w,uscuE eavrcp w ❑o 'ems`'°'n an oo'°,aoo C_ ��P[, (r�cul� �oP ,m[s �r�snµo-wmw.arnu�nxa-www,p I tpYf(M5)piMro a snm, Y SOP— O .1 w(U ed ��—OP stta' o P .. DATE 9121123 $ � v�xrcmp woswu ® mp cawuu>Fp DRAWN BCP CHECKED BCP }, REVISIONS: o Y PERMIT SET 9/28/23 BID SET 10/20/23 -------- ---------------------------------------------------------------- I I ❑ OVERALL ELECTRICAL SITE PLAN m OVERALL E1.00 SCALE:1" 30'-0• ELECTRICAL SITE PLAN E1 .00 I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I GENERAL NOTES: 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. fora 2. COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES. 3. PROVIDE RIGID STEEL SWEEPS FOR ALL UNDERGROUND CONDUITS. 1430 NE 65th Street Seattle,WA 98115 W W t. 206-322-1732 Z z 4. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING fora land = = CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. o V Fora Lardscape 13'x24"HANDHOLE F � 5. INSTALL NEW UNDERGROUND CONDUITS MINIMUM 18"DEEP,UNLESS grcahe.-„_. NOTED OTHERWISE.PROVIDE IDENTIFICATION TAPE 12"BELOW GRADE. 10 DEC TWIN 12 CON - 24 FIR CIVIL STRUCTURAL AND LANDSCAPING ELEMENTS ARCHITECTURAL, ----- — _— _ Q---------- -------- — ----------- -------------- —__----- ---_------ --_ COORDINATE ROUTING WITH EXIST 0 o STING UTILITIES AND RAL WEA --- w w — — — — Q — — — — — — — — — — — 6. SEE SHEET E0.02 FOR SCHEDULES. 20"1I BRK FLAG NOTES: I 20 ————— —————— — — BRK ____ 1� PROVIDE(2)VC TO HANDHOLE ADJACENT TO STAGE.PROVIDE(2)DPDT SWITCHES �1�3.� y� FOR RECEPTACLES AND(3)SPST SWITCHES FOR LIGHTING.REFER TO DETAIL PINE 1 Si �� 1/E9.01 FOR ADDITIONAL CONTROL CABINET DETAILS. Q PROVIDE ASTRONOMICAL TIME CLOCK FOR SITE POLE LIGHTS IN RESTROOM a BUILDING,ADJACENT TO ELECTRICAL PANEL.REFER TO DETAIL 3/E9.01 FOR POLE PROJECT MANAGEMENT: ——————— ____ _ TOE ——— BASE DETAILS. ROCK PROJECT MANAGEMENT ------ ------- ----- ------ — (425)572-6878 ECTURE INDSCAPE CT I I PROVIDE SPOTLIGHT TYPE LUMINAIRE MOUNTED ON POLE FOR FLAG POLE FORA LANDSCAPE ARCHITECTS LIGHTING. (206)322-1732 ARCHITECTURE: PROVIDE VIDEO SURVEILLANCE CAMERA,PATHWAY,AND CABLING TO VIDEO DYKEMAN ARCHITECTS U I I SURVEILLANCE HEAD END.COORDINATE FINAL PATHWAY AND LOCATION WITH FAR CIVI 2113111 L:(425) b WEST TECHNOLOGIES PRIOR TO INSTALLATION. JACOBSON CONSULTING ENGINEERS (206)426-2600 PROVIDE ASTRONOMICAL TIME CLOCK FOR CATENARY LIGHTING IN RESTROOM ELECTRICnUPLUM9lNc: BUILDING,ADJACENT TO ELECTRICAL PANEL. (4222 ERs (425)5)33fi-2 33-28IX GI I S3(TYP 2) STRUCTURAL: PROVIDE 1"C,2#12&1#12 EGC TO ART ELEMENT,CIRCUITED TO PANEL 1 Nz-1/45. SEATTLE STRUCTURAL Ps INC. I COORDINATE WITH LANDSCAPING FOR ADDITIONAL INFORMATION. (206)343-AK0 1N2-1/6c r-------- -. --------------W1 1N2-1/6c O �S3(TYP 2) F_- -- -= - - - I o ° W1 II O�� //// o ��� �(✓ I #lNN2-11O16b 1N2-1/6a 1N21 /6a RRoR1 1NN2-1/6a 1N2-1/6a2 /6 R7 R7 Z �ARTELEMENT 1N2-1/6b 1N2-1/6a 1N2-1/6a DO/ I R? G G D IRI RI 2 Q I 1N2-1/6 iN2-1/6a 1N2-1/6a 5 ON o Ro Rio f ART ELEMENTS ® I VC } ( ) �S3(TYP 2)FE I q I 2 1N2-1/6a 1N2-1/6a O C ' Ri Ri Ri I _J ` ap 1N21/6c---------- C1 ________ Z O 13"x24"HANDHOLE � M DD � m I 2 ENLARGED LIGHTING PLAN -STAGE 0 �, ® ® s S3(TYP 2) I E7.01 SCALE:1/8=1-0 06 I W -6 I t 47 ¢ -0 1' 0 O LL CIO o o LEI P�� ________yam_____________________________ I Y o _ I \\\\ \\ \� - --BRK--___----_----_---- -- BRK �� o ❑ wP9�P11I33 (A J �__ _ M. -- --y�Tl'P)2—I iN2-1/27 11`42-2 -------_------_ id31 _ 1N2-1/33e — — — — — _ — — ——— — — — — _ — — _ .G M,G DATE 9121123 TT TT� sss ss s ss ss s 1 1 1 0 1 S _ s Ss SS ss s ss s ss SS I DRAWN BQP I ASO P)J GAS GAS A GAS 1/131 CHECKED GAS——GAS—_tG ISBCPGAS GAS GAS GAS AS2 iN21/29d 1N2- TE G P WP,G®Wp"' REVISIONS: TOP PERMIT SET 9/28/23 (p W W W W W W W W W W 95%CD 10/09123 6»DI P) I mz-vz7d I ❑..I O ,11,1 N2-1/33e YY I BID SET 10/20/23 wP,c I ti O wP,c�III O I iN2-1129d WP,G®,G& PARTIAL 1N2-/3 e - - - - - - - - - - - - - - L j ELECTRICAL vc STAGE CONTROLS a SITE PLAN EQUIPMENT CABINET 1 (� PARTIAL ELECTRICAL SITE PLAN m FTI ENLARGED POWER PLAN -STAGE E1 .01 E1.01 SCALE:1"=10'-0" E1.01 SCALE:1/8"=1'-0" I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J ----- --- -- --------- - ---------- ---------�_---------- --------------------------__----__---- - - - - - - - - - - - - - - GENERAL NOTES: " e I 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL fora B " K STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. ——————— — 2 COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES.------------ COO CO S O CO C GS C S. \\ / / _ / S-t N, 65th Street — ————— ---------- -----�S1 �--------------- —� S1 � � 3. PROVIDE RIGID FOR ALL UNDERGROUND CONDUITS. Seattle,WA 98115 —————— — —— — \ 4. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING t'. 206-322-1732 E TOE �\ I CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. fora land ————_ ——————————————— —————————_————————————————— — 5. INSTALL NEW UNDERGROUND CONDUITS MINIMUM 18"DEEP,UNLESS Fora Landscape Ar«It=_ NOTED OTHERWISE.PROVIDE IDENTIFICATION TAPE 12"BELOW GRADE. t \ COORDINATE ROUTING WITH EXISTING UTILITIES AND ARCHITECTURAL, C A \ \ CIVIL,STRUCTURAL,AND LANDSCAPING ELEMENTS. Q,r'OF WA$y�+r� I \\ I \ 6. SEE SHEET E0.02 FOR SCHEDULES. I \ FLAG NOTES: PR VDE\\ 1 BUIOLDIING,ADJACENT TOELECCAL TIME ICAL PANEL.I REFER TO DETAIL 3 E9.1R OR POLE CLOCK FOR STE POLE LIGHTS IN RESTOOM 7A100364 BASE DETAILS. 4� PARCEL NO..31052100J02300 1..� \\ PROVIDE DIRECTIONAL BORING UNDERNEATH EXISTING ROADWAY.COORDINATE I \ WITH CIVIL FOR MORE INFORMATION.REFER TO DETAIL 2/E9.01 FOR DUCT BANK PROJECT MANAGEMENT : ADDRESS:17903T SMOKEY POINNT BLVD V DETAIL. G WNER:C Y OF ARCING ON ROCKP-6878 MANAGEMENT \ LANDSCAPE ARCHITECTURE \ FORA LANDSCAPE ARCHITECTS ARCHITECTURE: I \\ DVKEMAN ARCHITECTS I (425)258-3161 \\ I CIVIL: JACOBSON CONSULTING ENGINEERS \ (206)426-2600 ELECTRICAUPLUMBING: METRIX ENGINEERS (425)336-2822 STRUCTURAL: I I\\ SEATTLE STRUCTURAL PS INC. (206)343-AK0 Z,Z _IZ N < � I W W wl� IW I I I I I ~ I 2"C 00 -------------------------------- (3)1-1/2"C --------------- -- I � _ ---- --- — c � (DIELIO"PEOBSERVED(W):125.1101' Ld � � � .9'1 �: R -------- -- " 0a0BRK ------------- ac— I 13"x24"HANDHOLE 24"x24"HANDHOLE ----- '------ --------- --O --------- ---------- -- — — — — ------- > I S2 S2 1 1 1 m ss �s ss Tom ss ss ss ss ss s s l — cns cns STEEL G P cns c s— c s A DI H czs 2 STEEL '� O • 0a w w w DIP w w w w w w 6 1 W W w w w w O I � ' C 4 C�I `� �P DATE 9121123 J — _ — — — — — 1_7R TIHI —PI In\I — — — — DRAWN BCP I � I / V I I I L. I V.E. CHECKED BCP Q�r I O (A DEDICATED PUBLIC RIGHT OF WAY) REVISIONS: IBPS I � PERMIT SET 9/28/23 95%CD 10/09/23 SWALE BID SET 10/20/23 Ecd P) E I E----I— E- E cd P E E Ecd P PARTIAL 2"PE:130.23' r j j i IE 12"PE:1 9.97' DITCH --� — ELECTRICAL — — _ — PARTIAL SITE PLAN ---- I ELECTRICAL SITE PLAN _--------�-- I �___ Tcd CtV {�{ { .. {— E1 A2 SCALE:TOP —t--- ---- ------- ---------------- IE 12"CP:129,02' 33'DWY O 000000 6C E1 .02 O I /ctV(P) — — E� �P IE 12"cP:12a.o4' I SQL L — — — — - - -E - - - -TOP OF - - - - �,�� - - -- — ---------------------------------------------------------------------------------------------------------------------- - - - - - - - - GENERAL NOTES: a 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL fora STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. 2. COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES. 11 3. PROVIDE RIGID STEEL SWEEPS FOR ALL UNDERGROUND CONDUITS. 1430 NE 65th Street Seattle,WA 98115 • 4. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING fora I tl322-1732 CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. 5. INSTALL NEW UNDERGROUND CONDUITS MINIMUM 18"DEEP,UNLESS Fora Landscape 11 li I / NOTED OTHERWISE.PROVIDE IDENTIFICATION TAPE 12"BELOW GRADE. t COORDINATE ROUTING WITH EXISTING UTILITIES AND ARCHITECTURAL, IIyJ I // CIVIL,STRUCTURAL,AND LANDSCAPING ELEMENTS. A) 6. SEE SHEET EO.02 FOR SCHEDULES. i 70100364 ®� PHASEI PHASE24 ' • FLAG NOTES: '� I~3 a I / PROVIDE(1)DPDT SWITCH FOR RECEPTACLES,(1)DIGITAL TIMER PROJECT MANAGEMENT: / SWITCH FOR LIGHTING,AND(4)SPRING-WOUND TIMER SWITCHES FOR ROCK PROJECT MANAGEMENT / INFRARED HEATERS.REFER TO DETAIL 1/E9.01 FOR ADDITIONAL (425)572-6878 LANDSCAPE ARCHITECTURE: / CONTROL CABINET DETAILS. FORA LANDSCAPE ARCHITECTS (206)322-1732 >- PROVIDE ASTRONOMICAL TIME CLOCK FOR SITE POLE LIGHTS IN ARCHITECTURE: RESTROOM BUILDING,ADJACENT TO ELECTRICAL PANEL.REFER TO DVKEMAN ARCHITECTS (3)1"C DETAIL 3/E9.01 FOR POLE BASE DETAILS. (425)259-3161 CIVIL: / (206)JACOBSON 6-600 CONSULTING ENGINEERS ' - 3 PROVIDE DIRECTIONAL BORING UNDERNEATH EXISTING ROADWAY. COORDINATE WITH CIVIL FOR MORE INFORMATION. ELECTRIC X ENGINEERS M25)33 ENGINEERS PROVIDE VIDEO SURVEILLANCE CAMERA,PATHWAY,AND CABLING TO 1RUCTURAL: \\ I I 6-2822 S2/ STRUCTURAL: VIDEO SURVEILLANCE HEAD END.COORDINATE FINAL PATHWAY AND SEATTLE STRUCTURAL PS INC. \ / • LOCATION WITH FAR WEST TECHNOLOGIES PRIOR TO INSTALLATION. (206)343-3600 REFER TO DETAIL 2/E9.01 FOR DUCT BANK DETAIL. \ [EC> PROVIDE 1"C,2#12 8 1#12 EGC TO RPBA POWER,CIRCUITED TO PANEL � I 1N2-1/41.COORDINATE WITH CIVIL FORADDITIONAL INFORMATION. \\ PROVIDE 120V,20A GFCI RECEPTACLE,AND 1"C,2#12&1#12 EGC TO \\ METER VAUL LT SUMP PUMP,CIRCUITED TO PANEL 1 N2-1/43.COORDINATE WITH CIVIL FOR ADDITIONAL INFORMATION. z z PROVIDE 1"C,2#12&1#12 EGC TO IRRIGATION BOOSTER PUMP, ELECTRICAL PANEL CIRCUITED TO PANEL IN2-1/47.COORDINATE WITH LANDSCAPING FOR ( / VIDEO UTILITY METER ADDITIONAL INFORMATION. \ ( / (4)1 1/2"C HEAD END SURVEILLANCE\ L > &C7 CABINET PROVIDE 1"C,2#12&1#12 EGC TO IRRIGATION CONTROLLER,CIRCUITED 4 • TO PANEL 1N2-1/39.COORDINATE WITH LANDSCAPING FOR FINAL 13"X24"HANDHOLE BY COMCAST LOCATION PRIOR TO INSTALLATION. 7� r1 4 r R 10 SCOPE OF WORK TO OCCUR IN TWO PHASES:PHASE 1 AS NOTED TO THE ` N �2,�C J \ �� UTILITY TRANSFORMER AND VAULT L WEST OF THE HEAVY DASHED LINE,PHASE 2 AS NOTED TO THE EAST OF \\ ` 00 THE HEAVY DASHED LINE. D m — --30"z30"VALE �— \\ \ Q \ (z)1"C \ L.d 4C� \ S, �TT� > 1 Z 6 RR/ ss = L o -,- 1 IRRIGATION CONTROLLERa 9 ---� BRK 13"x24"HANDHOLE � 2 �".."HANDHOLE 2" (TVP) \ BY COMCAST od s2 sz AD TCH AG w A •w cn �\ cns I w cn w cns2STEELG P 2'STEEL�O — w—w w w 6DIWP 6DI m Y - — 55 SS u�$$ 55 SS 55 � S S — _Ps \� — � DATE 91211 23" w1,cN2-1/7a - - - - - - N2-1/4b DRAWN BCP R0%2-1I4b R0 1N2-1/9ai SSMpH RIM:129.70' 173TH PL. N.E.",-, CHECKED BCP IE U PE(E):1 23.70 (A 0E0IGAIED PUBLIC RIGHT OF WAY) ` 1/19,21 J 1N2-/4b iN-1/15,17 REVISIONS: SPEED LIMIT 25 CEILING: 5 3 2"C� \� �OjQ`v -1/4b PERMITSET 9/28/23 \� 95%CD 10/09/23 1N2-1/4b0 C)l N2-1/4b BID SET 10/20/23 SWALE Ecd(P) Ecd( _— Ecd P ��v -1/11,13 ®1N-1/23,21 E E E E E E E E E E E E E E _ DITCH _ _E€cd P € DITCH € E WPG 01N2-1If4b 01N2-1/4b __ __— _ _ _ _ _ _ _ — _ -- Rl PARTIAL i a L Tcd Ctv P — — \ _ - - - ------------------- ' LRD � ,N2,/9 ELECTRICAL Tcd Ctv� i _ _ _ Tcd Ctv P_ PICNIC --------------------------- SITE PLAN _,. _I _ ______ _ B SHELTER CONTROLS 6 CC 6 CC 6 CC 6 CC 32 DWy T\/ EQUIPMENT CABINET E1 .03 (E)COMCAST PE STAL CTVHH (� PARTIAL ELECTRICAL SITE PLAN m F ��"�P:127�ENLARGED ELECTRICAL PLAN -PICNIC SHELTERmELECTRICAL PLAN -PICNIC SHELTERm E1.03 SCALE:1"=10'-0" E1.03 SCALE:1/8"=1'A" — — — — — — — — — — — — — — ANGLE fora S4 t NE Street Seattle,WAA 98115 REMOVABLE PANEL COVER t. 206-322-1732 Ifora land I OAre hltLerdcaF e. I C. 20100364 I FRONT VIEW SIDE VIEW I a I PROJECT MANAGEMENT: LINE VOLTAGE FOR SWITCHES ROCK PROJECT MANAGEMENT FOR LIGHTS AND RECEPTACLES LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322.1 732 ARCHITECTURE: DYKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426-2600 ELECTRICAUPLUMBING: SPRING-WOUND TIMERS FOR INFRARED MCTRIX ENGINEERS O HEATERS(ONLY AT PICNIC SHELTER) (425)336-2822 TYPICAL LIGHT AND POLES AS SPECIFIED STRUCTURAL: SEATTLE STRUCTURAL PS INC. (206)343-M00 SIZE CHART POLE HT. A B INSIDE VIEW 8'-12' 36" 12" ry L� 13'-20' 42" 16" 21'-30' 72" 24" NOTES: 31'-40' 78" 30" 1. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. 2. CABINET SHALL BE FLUSH MOUNTED AT STAGE,SURFACE MOUNTED AT PICNIC SHELTER. 3. SEE FLOOR PLANS FOR ACTUAL QUANTITIES OF SWITCHES. 4. SIZE CABINET FOR QUANTITY OF DEVICES. PROVIDE(1)POLE-MOUNTED DUPLEX GFCI RECEPTACLE IN LOCKABLE, WEATHERPROOF COVER,18"ABOVE /+ POLE BASE CANOPY. _ TYPICAL CONTROLS CABINET DETAIL POLE GROUND LUG.TERMINATE EQUIPMENT (V M E9.01 SCALE:NONE GROUNDING CONDUCTOR AND FIXTURE GROUND. 0 a) POLE BASE CANOPY TERMINATE CONDUITS AT BASE OF HAND HOLE L POLE MOUNTING PLATE O 5 G p I ANCHOR BOLTS,NUTS,AND LEVELING NUTS BY FINISHED GRADE FILL VOID BETWEEN POLE BASE I POLE MANUFACTURER.COORDINATE SIZE AND O AND POLE MOUNTING PLATE I SPACING WITH SUPPLIER. WITH GROUT.PROVIDE THREE I Q T UNDISTURBED EARTH WEEP HOLES 12"APART. I BEVEL 2"AT 45 DEGREES 17' BURIED IDENTIFICATION TAPE Z I I LAYERS BACKFILL-PLACE AND COMPACT IN 8" 6"HIGH BASE E v i p GRADE z SAND IIII I p IIII—III _ RREVERSIBEE CONNECTION AT POLE G1NG ELECTRODE CONDUCTOR IROUND LUG, O EXOTHERMIC WELD AT GROUND ROD.SEAL BELOW GRADE. 24"MIN =IIII-IIII p - � 6"(TYR) BASE WITH MATCHING GROUT TOod SACK EXPOSED PORTION OF 2-0 FILL MIN. IIII p p v III INSTALL ill"X 10'-0"COPPER GROUND ROD FILL VOIDS AND COVER FORM MARKS REINFORCING RODS 4#4 VERTICAL WITH [o 2"MINIMUM COVER TIES AT 16"O.C. 11,5p THROUGH DEPTH BOLTS BASE. C (A) v p INSTALL ANCHOR BOLTS AS 0 7.5"(TYP) COPPER EQUIPMENT GROUND CONDUCTOR RECOMMENDED BY POLE MANUFACTURER ATTACH TO INTERNAL LUG WELDED INTERIOR6"(TYP) OF POLE GROUNDED CONDUCTOR SHALL BE SAME SIZE AND TYPE AS SUPPLY CONDUCTOR p CONDUIT(S}REFER TO PLANS.FOR DIRECTQ BURIED CABLE APPLICATIONS PROVIDE 90°DOWN SWEEP WITH BUSHED ENDS AND SEALED. � )�J J p v p v DATE 9121123 NOTES: 1. CONDUIT SHALL HAVE A MINIMUM OF 36"OF COVER (g) CONCRETE POLE BASE DRAWN BCP 2. PROVIDE A MINIMUM OF 12"HORIZONTAL SEPARATION BETWEEN CONDUIT AND OTHER UTILITIES. CHECKED BCP 3. CONDUIT SHALL BE PVC SCHEDULE 40.REFER TO EO.02 AND E1.00 FOR SIZING. 4. COORDINATE WITH UTILITY COMPANIES FOR ALL REQUIREMENTS. REVISIONS: S. CONFORM TO ALL REQUIREMENTS INDICATED IN CIVIL DRAWINGS AND SPECIFICATIONS. DIAMETER OF POLE BASE SIZED AT 6. REFER TO SHEET E102 AND COMMUNICATION FLOOR PLANS FOR QUANTITY OF CONDUITS. THE DIAMETER OF POLE BASE PERMIT SET 9/28/23 7. COORDINATE ROUTING WITH PLUMBING AND STRUCTURAL ELEMENTS.ROUTE CONDUITS BELOW FOOTINGS OR CANOPY PLUS 2"ABOVE BEVEL. PROVIDE SLEEVES IN FOOTINGS PER STRUCTURAL DETAILS. 95%CD 10/09/23 BID SET 10/20/23 � I TYPICAL DUCT BANK DETAIL TYPICAL LIGHT POLE BASE DETAIL ELECTRICAL E9.01 SCALE:NONE E9.01 SCALE:NONE DETAILS � I E9.01 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J ARCHITECTURAL ABBREVIATIONS ANNOTATION LEGEND GENERAL NOTES -SITE PLAN BUILDING ELEMENT TAGS A. FOR DETAILED SITE INFORMATION,REFER SI CIVIL R UTES O TRAVEL, DRAWINGS. fora L ANGLE FA FIRE ALARM CA OVERALL B. FOR ACCESSIBLE PARKING AND ALL ACCESSIBLE TO EIL AND L REFER S.CIVIL AND & AND FED FURNISHED BY OTHERS OC ON CENTER LANDSCAPE DRAWINGS. AS ANCHOR BOLT FD FLOOR DRAIN O.D. OVERFLOW DRAIN ROOM NAME C. FORALL EXISTING AND PROPOSED EASEMENTS,REFER TO CIVILAND LANDSCAPE DRAWINGS. ACT ACOUSTICAL CEILING TILE FDN FOUNDATION OD OUTSIDE DIAMETER NORTH ARROW 101 ROOM NAME&NUMBER ADD ADDENDUM FE FIRE EXTINGUISHER OFCI OWNER FURNISHED A.F.F. ABOVE FINISH FLOOR FEC FIRE EXTINGUISHER CABINET CONTRACTOR INSTALLED NOTES 1430 NE 651h Street AILS AREA LIGHT STANDARD FF FINISH FLOOR OFOI OWNER FURNISHED OWNER Seattle,WA 98115 NORTH t 206-322-1 T32 ALUM ALUMINUM FFE FINISH FLOOR ELEVATION INSTALLED WS.10 WALL TYPE fora.lantl ANOD ANODIZED FIN FINISH OH OVERHEAD 11R Sheet List FL FLOOR OPNG OPENING Fore Landscape Architects BC BOTTOM OF CURB FO FACE OF OPP OPPOSITE DIMENSIONAL CONTROL Sheet Number Sheet Name BD BOARD FOC FACE OF CONCRETE OS OUTSIDE 101 DOOR NUMBER BLDG BUILDING FOF FACE OF FINISH A1.01 ARCHITECTURAL SITE PLAN BLKG BLOCKING FOM FACE OF MASONRY PIP POURED IN PLACE A2.01 STAGE FLOOR AND ROOF PLAN B.M. BENCH MARK FOS FACE OF STUD PL PROPERTY LINE �� O WINDOW TYPE A203 STAGE EXTERIOR ELEVATIONS 12859 BM BEAM FRT FIRE RETARDANT TREATED PLAS PLASTER ( 0 t—+— GRIDS . REGISTERED BOT BOTTOM FTG FOOTING PLYWD PLYWOOD \J A2.04 STAGE SECTIONS ARCHITECT BTU BRITISH THERMAL UNIT FURR FURRING PSF PER SQUARE FOOT 0_0" A3.01 PICNIC SHELTER FLOOR AND ROOF PLAN BTWN BETWEEN P CEILING ELEVATION FROM FLOOR LEVELT. PRESSURE TREATED A3.03 PICNIC SHELTER EXTERIOR ELEVATIONS GA GAUGE PVMT PAVEMENT 0 A3.04 PICNIC SHELTER SECTIONS PATRICIA SUSAN SHERMAN C ORC CHANNEL GAL V GALVANIZED CB CATCH BASIN GB GRAB BAR R. RADIUS O ROOF ASSEMBLY TYPE A4.01 RESTROOM FLOOR AND ROOF PLAN CCTV CLOSED CIRCUIT TV GC GENERAL CONTRACTOR R.D. ROOF DRAIN A4.03 RESTROOM EXTERIOR ELEVATIONS STATE OF WASHINGTON CIS CORNERGUARD GL GLASS REF REFERENCE NAME LEVEL DATUM A4.04 RESTROOM SECTIONS C.I.P. CAST IN PLACE GND GROUND REFR REFRIGERATOR ELEVATION O MATERIAL MARK A8.01 EXTERIOR DETAILS CLG CEILING GVP GYPSUM VENEER PLASTER RECI D REQUIRED A2.02 STAGE REFLECTED CEILING PLAN PROJECT MANAGEMENT: CLR CLEAR GWB GYPSUM WALL BOARD REV REVISE OR REVISION A3.02 IPICNIC SHELTER REFLECTED CEILING PLAN ROCK PROJECTMANAGEMENT CJ CONTROLJOINT RM ROOM ci� CENTERLINE MARK (425)572-6878 CMU CONCRETE MASONRY UNIT HB HOSE BIB R.O. ROUGH OPENING Revisions LANDSCAPE ARCHITECTURE: CONT CONTINUOUS HC HANDICAP RCP REFLECTED CEILING PLAN FORA LANDSCAPE ARCHITECTS (206)322-1T32 CORR CORRIDOR HDWR HARDWARE ARCHITECTURE: REVISION TAG CS.J CONSTRUCTION JOINT HIM HOLLOW METAL SB SMART BOARD SPOT ELEVATION A DYKEMAN ITECT6 CSMT CASEMENT HW HOT WATER Sc SOLID CORE AAA 0 10'-8" 21'-4" 42'-8" CIVIL: s9a161 CT CERAMIC TILE HVAC HEATING,VENTILATION AND SECT SECTION cJAC CTR CENTER AIR CONDITIONING SF SQUARE FOOT JACOBSON CONSULTING ENGINEERS CL CENTERLINE SHTG SHEATHING REVISION CLOUD (206)426.2600 Scale:3/64"=1'-0" ELECTRICALPLUMBING: INSUL INSULATION SHWR SHOWER DRAWING CALLOUT TYPES NORTH METRIX ENGINEERING DEL DOUBLE INT INTERIOR SHT SHEET (425)336.2522 DTL DETAIL SIM SIMILAR STRUCTURAL: DF DRINKING FOUNTAIN JAN JANITOR Si SEISMICJOINT SEATTLE STRUCTURAL PS INC. DIA DIAMETER JT JOINT SM SHEET METAL (20N)343-3000 DAG DIAGONAL JET JOST SPEC SPECIFICATION A3.01 1B EXTERIOR ELEVATION CALLOUT DIM DIMENSION SQ SQUARE DISP DISPENSER L LENGTH SS STAINLESS STEEL DIN DOWN LAV LAVATORY STD STANDARD 1A DP DAMPROOFING LB LAG BOLT STL STEEL A' DR DOOR LKR LOCKER STOR STORAGE IL.YL DS DOWNSPOUT LS LANDSCAPING STRUCT STRUCTURAL AS 113 INTERIOR ELEVATION CALLOUT DT DRAIN TILE LVR LOUVER SUSP SUSPENDED /r DWG DRAWING \� MAT'L MATERIAL T TEMPERED GLAZING 1C EA EACH MAX MAXIMUM TC TOPOFCURB EF EXHAUSTFAN MB MARKERBOARD TEL TELEPHONE __ EJ EXPANSION JOINT MECH MECHANICAL T&G TONGUE AND GROOVE I� ) SIM EL ELEVATION IVIED MEDIUM THK THICK CALLOUT ELEC ELECTRICAL MEZZ MEZZANINE TJ TOOL JOINT A101 E.O.S. EDGE OF SLAB MFR MANUFACTURER TP TOP OF PAVEMENT l 1 ENGR ENGINEER MH MANHOLE TYP TYPICAL ` EP ELECTRICAL PANEL MIN MINIMUM TOD TOP OF(MATERIAL) M EQ EQUAL MR MRROR TOP TOP OF PARAPET 7 N EQUIP EQUIPMENT MI SIC MISCELLANEOUS TOS TOP OF STRUCTURE SIM L N ES EACH SIDE MTO MOUNTED A1101 BUILDING SECTION CIDEW EACH WAY MTL METAL UNFIN UNFINISHED EXST EXISTING UNO UNLESS NOTED OTHERWISE (E) EXPANSION NA NOT APPLICABLE C Q EXT EXTERIOR NIC NOT IN CONTRACT VB VAPOR BARRIER G NOM NOMINAL VERT VERTICAL SIM INS NELSON STUD VEST VESTIBULE 1 NITS NOT TO SCALE VFY VERIFY A101 WALL SECTION 0 W1 WITH WC WATER CLOSET City Of Arlington O Z WD WF W DEDFLANGE SIM BuildingAPPROVED aril WG WIRE GLASS 1 U Q WH WATER HEATER A701 DETAIL SECTION Kevin Olander-11/28/2023 W/O WITHOUT No changes authorized unless approved by LLI WP WATERPROOFING the Building Official z WT WEIGHT o :-, 1 I 06 F� 1 PICNIC 2: SHELTER U Ij m — -- — - \ \ _ ■ I n7 SQS T — -PLAY AREA—PHASE FUTURE— a / ® I STAGE — x J T GREAT LAWN — — \ I t ALLEY >_ ■ -m A2.01 - ` A4.01 I -� ---PHASE Z.v DATE 9128/23 YO ■ ■ I) \\ ! _I DRAWN OF __ _ __ I / CHECKED SG PLAZA _ --® _ --�— — — -- — — -- — -- --` / REVISIONS: PERMIT SET 9/28/23 i ■ �, �/ I _, �RESTROOMS1 I� _ � ` sSicD 10/09/23 / + _ — — ® I — — -- ® _— — � � �� � BID SET 10/20/23 i I I - -- ---- ---- - ------------ � ARCHITECTURAL - -------------- -------- ------- - ----- fl SITE PLAN I ARCHITECTURAL SITE PLAN 178TH PL SE A1 .01 GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. B. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street Seattle,WA 98115 t 206-322-1732 KEYNOTE LEGEND fora.land Fora Landscape Architects KEYNOTE I KEYNOTE TEXT 1. SCREEN WALL-REFER TO STRUCTURAL FOR SUPPORT FRAME. 2. COLUMN PER STRUCTURAL,TYP. 3. CONCRETE PAVING-REFER TO LANDSCAPE DRAWINGS. 12859 4. CONCRETE STEPS-REFER TO LANDSCAPE DRAWINGS. REGISTERED 5. ALIGN WITH EDGE OF PAVING. ARCHITECT 6. EDGE OF ROOF ABOVE. 7. RIDGE LINE ABOVE. 8. SCUPPER AND DOWNSPOUT,TYP. PATRICIA SUSAN SHERMAN 9. GUTTER,TYP. STATE OF WASHINGTON 10. EDGE OF PAVING-REFER TO LANDSCAPE DRAWINGS. 2 it. ELECTRICAL OUTLET PER ELECTRICAL,TYP. 2 12. FLOOR BOX PER ELECTRICAL,TYP. Si S2 A2.03 A2.04 S3 S1 S2 A2.03 A2.04 S3 13. LIGHTING CONTROLS EQUIPMENT CABINET PER ELECTRICAL. 14. 1518, X 3 5/8"METAL STUD BEYOND,TYP.(4) PROJECT MANAGEMENT: 1 15. STANDING SEAM METAL ROOF RGCK PROJECTMANAGEMENr (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS 8 (206)322-1732 18,-0" 19,'0„ ARCHITECTURE: 5 DYKEMAN ARCHITECTS 6'-0" 12'-0" 4' 0" (425)259-3161 CIVIL: 2 JACOBSON CONSULTING ENGINEERS _____________t-______ ______ _____________________ ____________________________, (206)426.2600 2'-0" 2'-0" ELECTRICALrPLUMBING: 10 METRIX ENGINEERING (425)336.2822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. SA —Ii 8 ' a — — °. d— SA — — — — — — — — (20)343-3000 °Q° a° ° ° d° d d 4 ° ° d° 4:12 4:12 / d° - ° Q a M d° d is a Z N ° d 4° h° 4 ° d Q °Id a ° a d di l}I a O � d _ �I> °4 ° ° ° W D O ° ° 4 4 ° 4 3 ° e J r �I ° d �° ° AAz2..o0a3 d d f a g d ° ° AAzz a0q3 U� uQ— i , a ° d z RIDG° z q 44 , ° I 1A2.03 . 2 200 DW r J 14 a ° d 4 d °° �a �° O °a O ° - d ° °I Y d ° d❑ 4:12 4:12 13 ° d 1 E d° a ° d 2 2 DATE 9/8/3 ° 4° I °4 4 1° DRAWN OF d ° 4 I a a CHECKED SG REVISIONS: d a d PERMIT SET 9/28/23 95%CD 10/09/23 —L ° SB — -- --------_1� -- -----1�-- SB — — — — — - - City of Arlington Y 9 BID SET 10/20/23 I BuildingDepartment � Bz � , P 2'-0" 2'-0" TYP. APPROVED A8.01 ------{--------------------- ------ ------------------------------------------------ - Kevin Olander-11/28/2023 3 3 No changes STAGE FLOOR J AND ROOF PLAN A2.03 8 A2.03 0 1'-0" 2'-8" 5'-0" Scala:3,8„-,,-D" A2.01 STAGE FLOOR PLAN 2 STAGE ROOF PLAN NORTH GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. B. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street S-W.,WA 98115 t 206-322-1732 KEYNOTE LEGEND m.land KEYNOTE KEYNOTE TEXT Fore Landscape Architects 1. COLUMN PER STRUCTURAL,TYP. 2. BEAMS PER STRUCTURAL.STAIN S-1,TYP. 3. TONGUE AND GROOVE DECKING.STAIN S-1,TYP. 12859 4. SCUPPER AND DOWNSPOUT,TYP. REGISTERED 5. GUTTER,TYP. ARCHITECT 6. ELECTRICAL OUTLET PER ELECTRICAL,TYP. 7. LIGHT FIXTURE PER ELECTRICAL,TYP. 8. FLOOD LIGHT PER ELECTRICAL,TYP. PATRICIA SUSAN SHERMAN 9. SECURITY CAMERA PER ELECTRICAL. STATE of wnsHlNciaN 10. FLUSH MOUNTED INFRARED CEILING HEATER.REFER TO ELECTRICAL FOR CONNECTION. PROJECT MANAGEMENT: ROCK PROJECTMANAGEMENT S1 S2 S3 (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS 4 1 (2W)322-1732 ARCHITECTURE: DYKEMAN ARCHITECTS 6 C(425)259-3161 IVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 5 ELECTRICAL/PLUMBING: METRIX ENGINEERING (425)336.2922 STRUCTURAL: SEATTLE STRUCTURAL PS INC. L (208)343-3000 3 2'-0" 4'-10" 2'1 V! a❑ p \\ TYP. TYP. TYP. w 0 O-� ❑ M Z N 0 t Q° L I I I O 0 l b o U Q LI L A2.04 1 z Z II III III 0 0 0 0 06 ❑ LU m 0 o O o 0 0 DATE 9/28/23 DRAWN OF 9 ❑ CHECKED SG REVISIONS: n1 PERMITSET 9/28/23 W City of Arlington 95i CD 10/09/23 sa Building Department APPROVED BID SET 1o/2ona ICI Kevin Olander-11/28/2023 No changes authorized unless approved by 41 the Building Official STAGE REFLECTED 0 r'a" 2'-8" 5,41- CEILING^P LAN Scala:3/8"=1'-0" A2. STAGE REFLECTED CEILING PLAN NORTHOL GENERAL NOTES - EXTERIOR ELEVATIONS A. EXTERIOR MATERIAL TYPES-REFER TO MATERIAL LEGEND THIS SHEET. Fora B. DOWNSPOUTS SUPPORTS-FOR DOWNSPOUTS UP TO 12'-0"IN LENGTH PROVIDE 2 PREFINISHED METAL STRAPS(TOP AND BOTTOM).12'-0"AND LONGER PROVIDE 3 PREFINISHED METAL STRAPS(TOP,MIDDLE AND BOTTOM). C. EXTERIOR DETAILS-SEE A8 SERIES SHEETS. 1430 NE 65th Street Sea61e,WA 98115 t 206-322-1732 f—land B, 82 33 BA sB KEYNOTE LEGEND Foro Landscape Architects KEYNOTE I KEYNOTETEXT 1. FRAMING PER STRUCTURAL.STAIN S-1,TYP. �Z�- 6. 2. PLATE PER STRUCTURAL.PAINT P-1,TYP. 3. COLUMN PER STRUCTURAL.PAINT P-1,TYP. 6 4. PRECAST WALL CAP,TYP. 5. STONE VENEER,TYP. 11 STANDING SEAM METAL ROOF PATRICIA SUSAN SHERMAN 11 7. COMPOSITE SIDING,TYP. STATE OF WASHINGTON B. DECORATIVE METAL SCREEN,TYP. 9. TRUSS PER STRUCTURAL.STAIN S-1,TYP. t12-0"A.F.F. 1 10. ELECTRICAL OUTLET PER ELECTRICAL. T.O.COL. 11. SECURITY CAMERA PER ELECTRICAL. PROJECT MANAGEMENT: 2 1 12. FLOOD LIGHT PER ELECTRICAL ROCK 72-687e ROCKT WANAT MANAGEMENT LANDSCAPE ARCHITECTURE: +10'-0" .F.F. 3 FORA LANDSCAPE ARCHITECTS T.O.COA (2W)322-1732 L. ARCHITECNRE: DYKEMAN ARCHITECTS EQ. O" EQ. 'Q. -O. EQ. (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 3 ELECTRICA PLUMBING: 2 METRIX ENGINEERING (425)336.2822 �® RNA ®' 7 STRUCTURAL: �m�� �/y ���� �� ��em°o- RNA SEATTLE STRUCTURAL PS INC. �p� 1� �]����y O�j(a���� 6 (zoe)34a-a000 _ LL a 5 /r I I I I I A2 Aa.a1 � M Z N 3 STAGE EXTERIOR ELEVATION-SOUTH 4 STAGE EXTERIOR ELEVATION -WEST M rn 3/8"=1'-0" 3/8"=1'-0" L aQ 5 L O OC UQ z Z S3 S2 S1 SB SA � � O 00 06 w m ' 0 1 s o 11 O5 � 2 fG 0 EQ. '-a' EQ. s'-D EQ. MATERIAL LEGEND 2 DATE 9/28/23 3 COMPOSITE SIDING 3 DRAWN DF D �° A ® CONCRETE-PRECAST ROOFING CHECKE SG �d® q®®��9g� �@ V a9S �d�� V� �a��� .®ems FY�e 8 REVISIONS: PERMIT SET 9/28/23 CONCRETE-PRECAST SIDING 95%CD 10/09/23 STONE VENEER BID SET 10/20/23 5 MFR:ELDORADO STONE PATTERN:COUNTRY RUBBLE 5 COLOR:COGNAC STAGE City of Arlington EXTERIOR Building Department A8.01 APPROVED ELEVATIONS Kevin Olander- 11/28/2023 A2.�3 No changes authorized unless approved by STAGE EXTERIOR ELEVATION - NORTH 2 STAGE EXTERIOR ELEVATION - EAST the Building Official GENERAL NOTES -SECTIONS A. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR CLADDING TYPES AND fora LOCATIONS. KEYNOTE LEGEND 1430.E A9115 SW-3 WA 98115 t 206-322-1]32 KEYNOTE KEYNOTE TEXT Tor I-d SB SA 1. FRAMING PER STRUCTURAL.STAIN S-1,TYP. Fore Landscape Architects 2'-0" 1 2'-0" 2. 6'TONGUE AND GROOVE DECKING.STAIN 3-1,TYP. 3. CONNECTION PLATES PER STRUCTURAL.PAINT P-1,TYP. 4. FOOTINGS PER STRUCTURAL,TYP. 12859 REGISTERED ARCHITECT ' B1 A8.01 PATRICIAATESU SAN SHERM INGTONN 1 STATE OF WASHINGTON 2 PROJECT MANAGEMENT: ROCKP2-6878 MANAGEMENT A8.01 425)ND$CAPEAe LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (CHITS 2-1]32 RE ARCHITECTURE: DYKEMAN ARCHITECTS 3 (425)259-3161 CIVIL: JACOBSONCONSULTING ENGINEERS (206)426.2600 ELECTRICAL/PLUMBING METRIX ENGINEERING 9 : (426) 22 STRUCTURAL a� VOO-v 8 SEATTLE STRUCNRAL PS INC. — � (206)343-3000 Bz 4 A8.01 �I11I II111 �I II 111III III ll IIII lI III 11I11I-11111111111111III 111111II I 11111 111 11 I III CI llIII i IIIIIITI- M Z N DO 2 STAGE LONGITUDINAL SECTION DO 5` L O OC UQ z Z S1 S2 S3 O 00 4 G' 06 B4 ` J A8.01 OPP. �y 2'-0" m 64 O A8.01 12 12 O �a a� 5 �' G O Y O 2 �/J C/) I I I DATE 1121123 DRAWN DF CHECKED SG REVISIONS: PERMIT SET 9/28/23 A8o1 95%CD 10/09/23 32 BID SET 10/20/23 A8.01 SIM. B2 4 A8.01 ity s-o BuCd ngfDerpartment STAGE APPROVED SECTIONS Kevin Oiander- 11/28/2023 �I FT�TI ITI III III III Tl Ff T III III III III— No changes authorized unless approved by STAGE TRANSVERSE SECTION the Building Official A2.�4 GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. 13 DIMENSIONS DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street Seeds,WA 98115 t 206-322-1732 fom.land Fora Landscape Amhilects 12859 REGISTERED ARCHITECT KEYNOTE LEGEND PATRI°'"sDSAN INGTONN STATE OF WASHINGTON KEYNOTE KEYNOTE TEXT 1. SCREEN WALL-REFER TO STRUCTURAL FOR SUPPORT FRAME. 2. COLUMN PER STRUCTURAL,TYP. 3. CONCRETE PAVING-REFER TO LANDSCAPE DRAWINGS. PROJECT MANAGEMENT: 4. CONCRETE STEPS-REFERTO LANDSCAPE DRAWINGS. RGCK PROJECTMANAGEMENT (425)572-6878 5. ALIGN WITH EDGE OF PAVING. LANDSCAPE ARCHITECTURE: 6. EDGE OF ROOF ABOVE. FORA LANDSCAPE ARCHITECTS 7. RIDGE LINE ABOVE. (206)322-1732 8. SCUPPER AND DOWNSPOUT,TYP. ARCHITECTURE: 9. GUTTER,TYP. DYKEMAN ARCHITECTS 10. EDGE OF PAVING-REFER TO LANDSCAPE DRAWINGS. (425)259-3161 CIVIL: 11. ELECTRICAL OUTLET PER ELECTRICAL,TYP. JACOBSONCONSULTING ENGINEERS 12. FLOOR BOX PER ELECTRICAL,TYP. (206)426.2600 13. LIGHTING CONTROLS EQUIPMENT CABINET PER ELECTRICAL. ELECTRICAUPLUMBING: 14. 1518, X 3 5/8"METAL STUD BEYOND,TYP.(4) METRIX ENGINEERING 15. STANDING SEAM METAL ROOF (425)336.2822 STRUCTURAL: SETTLE STRUCTURAL PS INC. (206)343-3000 A3.03 A3.03 P1 ^ 1 P2 P1 1 P2 I..L Y3,-0. 10 2 ----------____________i B I i I O PA ! DO N 41 1 d. Q 4 4 iF----.R � d a Ld I I °° - - I- Z I d °d a do i. d ° d d `1 00 °d I 4 ° d d � 1..� ^x I ° °d I W ° ° < - d ° ° ° 4:12 5:12 ° d ° - d. A3.03 4 ° d a ° I v 3°° d ° 2 A3.03 A3.03 4 2 A3.03 y 1 m d° 1 d J Y °I ° d 9 E d co _ ° °d.. 4° ° DATE 9/28/23 d DRAWN OF CHECKED SG a d ° �® °. ° REVISIONS: PERMITSET 9/28/23 13 95%CD 10/09/23 BID SET 10/20/23 °I I ` - - City of Arlington B2 i _ Building DeParlmen A8.01 t I - TYP:. APPROVED � I We Bul -------------------------------L---------------------------------------------------- ---�� Kevin Olander-11/28/2023 3 3 l PICNIC SHELTER ° e A3.04 A3.03 ° A3.04 A3.03 FLOOR AND 0 1'41" 2'-8" 64. ROOF PLAN q POW Scale:3/8"=1'-0" A A 1 PICNIC SHELTER FLOOR PLAN (�)- PICNIC SHELTER ROOF PLAN NORTH 3•� GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. B. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street Seeds,WA 98115 t 206-322-1732 KEYNOTE LEGEND 1era.11ntl Fore Landscape Architects KEYNOTE KEYNOTE TEXT 1. COLUMN PER STRUCTURAL,TYP. 2. BEAMS PER STRUCTURAL.STAIN S-1,TYP. 3. TONGUE AND GROOVE DECKING.STAIN S-1,TYP. 12859 4. SCUPPER AND DOWNSPOUT,TYP. REGISTERED 5. GUTTER,TYP. ARCHITECT 6. ELECTRICAL OUTLET PER ELECTRICAL,TYP. 7. LIGHT FIXTURE PER ELECTRICAL,TYP. 8. FLOOD LIGHT PER ELECTRICAL,TYP. PATRICIA SUSAN SHERMAN 9. SECURITY CAMERA PER ELECTRICAL. STATE of wnsHlNciaN 10. FLUSH MOUNTED INFRARED CEILING HEATER.REFER TO ELECTRICAL FOR CONNECTION. PROJECT MANAGEMENT: ROCK PROJECTMANAGEMENT (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECNRE: DYKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 ELECTRICALrPLUMBING: METRIX ENGINEERING (425)336.2822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. (206)343-3000 P1 7 P2 7'-9" 6-2" 6-2- 1 TYP. \\ TYP. TYP. 6 TYP. 4 TYP N QG N 3 TYP. w 7 Q TYP. 6 TYP. 5 O �. w � D: 10 TYP. w � U Q � z Z a O °° � 06 � 0 .o Oa_ 5 T G O Y O J ^ 0 A3.04 DATE 9/28/23 DRAWN OF CHECKED SG REVISIONS: PERMITSET 9/28/23 95%CD 10/09/23 — — — — — — — — — BID SET 10/20/23 City of Arlington Building Department APPROVED PICNIC SHELTER Kevin Olander-11/28/2023 Nochxog—unhormedumessxvProvedby REFLECTED the aeddmg OMdel 2 0 1'-4" 2'-8" 5'4" CEILING PLAN A3.04 PICNIC SHELTER REFLECTED CEILING PLAN PICNIC 1 3/8"= ! NORTH GENERAL NOTES - EXTERIOR ELEVATIONS A. EXTERIOR MATERIAL TYPES-REFER TO MATERIAL LEGEND THIS SHEET. Fora B. DOWNSPOUTS SUPPORTS-FOR DOWNSPOUTS UP TO 12'-0"IN LENGTH PROVIDE 2 PREFINISHED METAL STRAPS(TOP AND BOTTOM).12'-0"AND LONGER PROVIDE 3 PREFINISHED METAL STRAPS(TOP,MIDDLE AND BOTTOM). C. EXTERIOR DETAILS-SEE AS SERIES SHEETS. 1430 NE 65th Street Seeds,WA 98115 t 206-322-1732 Tora.land KEYNOTE LEGEND Foe Landscape A hRecta KEYNOTE KEYNOTE TEXT P1 P2 PA PB 1. FRAMING PER STRUCTURAL.STAIN S-1,TYP. 2. PLATE PER STRUCTURAL.PAINT P-1,TYP. 3. COLUMN PER STRUCTURAL.PAINT P-1,TYP. 12859 REGISTERED 4. PRECAST WALL CAP,TYP. ARCHITECT 5. STONE VENEER,TYP. 6. STANDING SEAM METAL ROOF 7. COMPOSITE SIDING,TYP. 8. DECORATIVE METAL SCREEN,TYP. PATRIC IA SUSAN SHERMAN ��Qap� � ®ap� � �uDm®ap�,q°��� �eft—, ��"� 9. TRUSS PER STRUCTURAL.STAINS-1,TYP. STATE of WASHINGTaN to°� sa qe�° •®tee® oe�a�° �g oe�a��p��g see®� •�® �Q �° �� �0 0. ELECTRICAL OUTLET PER ELECTRICAL. +��° a11SECURITY CAMERAPER ELECTRICAL. WWI° � B. �Bv B.@�v 12, FLOOD LIGHT PER ELECTRICAL PROJECT MANAGEMENT: ROCKP MANAGEMENT 2-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1]RE ARCHITECTURE: DYKEMAN ARCHITECTS 6 (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 ELECTRICAUPLUMBING: +7'-O"A.F.F. /�i7'-O"A.F.F. : M25)33 ENGINEERING T.O.COL OT.O.COL. laz5>a36.2822 STRUCTURAL: 9 1 1 SEATTLE STRUCTURAL PS INC. 2'-D„ (20)M3-3000 2 2 2 3 3 4 4 L.f_ 5 5 /L 1 M Z N 00 PICNIC SHELTER EXTERIOR ELEVATION -SOUTH PICNIC SHELTER EXTERIOR ELEVATION -WEST rn 4 / 3/8"=T-O" � Q 5 3: L 0 C UQ z PB PA z a 000 ^ L.L 06 W m o I I T G� O V J (n 6 MATERIAL LEGEND •" COMPOSITE SIDING DATE 1121123 +T-0"A.F.F. +7'-0"A.F.F. T.O.COL T.O.COL R DRAWN DF 9 1 \ 1 CHECKED SG \\ �J CONCRETE-PRECAST ROOFING 2 2 2 REVISIONS: 3 PERMITSET 9/28/23 3 CONCRETE-PRECAST SIDING 95%CD 10/09/23 4 4 STONE VENEER BID SET 10/20/23 MFR:ELDORADO STONE 5 5 PATTERN::COUNTRY RUBBLE COLOR:COGNAC PICNIC SHELTER City of Arlington EXTERIOR Building Department ELEVATIONS APPROVED KevinOlender-md lessapmved A3.03 PICNIC SHELTER EXTERIOR ELEVATION-NORTH 2 PICNIC SHELTER EXTERIOR ELEVATION - EAST No changes he Building Official proved by the Building Official 1111=1'-0" 3/8"=T-O" GENERAL NOTES -SECTIONS A. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR CLADDING TYPES AND fora LOCATIONS. treet KEYNOTE LEGEND 8 ads,30 65Ih 115 SW-3 WA 98115 t 206-322-1 T32 KEYNOTE KEYNOTE TEXT for I-d 1. FRAMING PER STRUCTURAL.STAIN 3-1,TYP. Fore Landscape Architects 2. 6"TONGUE AND GROOVE DECKING.STAIN 3-1,TYP. 3. CONNECTION PLATES PER STRUCTURAL.PAINT P-1,TYP. 4. FOOTINGS PER STRUCTURAL,TYP. 12859 REGISTERED 1 ARCHITECT PA A3.04 PB PATRIC IA SUSAN SHERMAN STATE OF WASHINGTON 1 TYP. rPROJECT �01 PROJECT MANAGEMENT: B1 OJECTMANAGEMENT A8.01 LNDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECTURE: DYKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 ELECTRICALPLUMBING: METRIX ENGINEERING • 2 TYP. (425)336.2822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. (208)343-3000 3 TYP. ( 4 TYP. 1..� d 4 L N DO PICNIC SHELTER LONGITUDINAL SECTION rn 5L L 0 C LUQ 2 1 z P1 A3.04 P2 06 11 m —12�5 1 11�1 ' I 12 0 2'-0" 47 — - 2'-0" DATE 9/28/23 3 DRAWN DF CHECKED SG A3 OPP. A3 REVISIONS: A8.01 A8.01 PERMITSET 9/28/23 95%CD 10/09/23 BID SET 10/20/23 Aao1 4 City of Arlington PICNIC SHELTER Building Department SECTIONS APPROVED r —��--- F---� --- Kevin Olander-11/28/2023 L----__--J ` L--__----J No changes authorized unless approved by A3.OT/A� PICNIC SHELTER TRANSVERSE SECTION the Building Official GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. B. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street Saab.,WA 98115 t 206-322-1732 fora.land KEYNOTE LEGEND Fora Landscape Architects KEYNOTE KEYNOTETEXT 1. PREFAB CONCRETE WALL,TYP. 2. BATHROOM FIXTURES AND ACCESSORIES PROVIDED BY BUILDING MANUFACTURER,TYP. 12859 REGISTERED 3. PROVIDECAPPED DRAIN CONNECTION FOR FUTURE FIXTURE INSTALLATION ARCHITECT 4. PROVIDE HOT AND COLD STUB OUTS FOR FUTURE FIXTURE INSTALLATION 5. PROVIDE HOT AND COLD STUB OUTS AND DRAIN CONNECTION FOR FUTURE FIXTURE INSTALLATION 6. BOTTLE FILLING STATION BI-LEVEL PEDESTAL WITH PET STATION PATRICIA SUSAN SHERMAN 7. FIBERGLASS DOOR WITH LOUVER PROVIDED BY BUILDING MANUFACTURER STATE of WASHINGTON 8. OVERHEAD DOOR PROVIDED BY BUILDING MANUFACTURER 9. EDGE OF ROOF ABOVE R1 R2 A403 R3 R4 R1 R2 g4.03 IRSR4 11.12. ELECTRICAL0. PREFAB CONCRETE ROOF L ELECTRICAL OUTLETER PERER ELECTRICAL TRICAL PROJECT MANAGEMENT: 13. ELECTRICAL PANEL PER ELECTRICAL ROCK PROJECT MANAGEMENT LANDSCAPE ARCHITECTURE: 17•_2^ 10 FORA LANDSCAPE ARCHITECTS (CHITS 2-1]32 RE ARCHITECTURE: EQ EQ 12 DYKEMAN ARCHITECTS (426)269-3161 RA JAC OBSON C: 02O NSULTIN: G ENGINE ERS (4 .2824 (20)426.260 ....... ______________ _8__ ______________________ CIVIL. ELECTRICALIPLUMBING d METRIX ENGINEERING TRUC-PURAL SEATTLE STRUCTURAL PS INC. (208)43-3000 I I d n ° ° 13 ° ° STORAGE d d 1 I ROOM i d - °� ° � - ° e d - LV EQ EQ ° d'e °. I e- I d: I I I 4 3 I I a ° I° I 5 7 d d I d ° d I I ° II ,a Z d ° DO C Q I d J do d 2 O U Q 7:12 d 7:12° B ° TOILET ROOM TOILET ROOM a - ° tJ ° . I � SERVICE ° Ld d d I - ACCESS °d d z ° a n ° A4.03 4 ^� 2 2 A4.03 A4.03 4 ° I ° A ° d_ 2 A4.03 "ram d O QED d ed I � r da ° ,I° ° °dl ° d° d _ d- _ / > A Li j m I 1 1 1 _ I d d ° S= d. °d d d O T I d I I Y I TOILET ROOM TOILET ROOM 0 U) °d d I I ° ° ° °aa- DATE /28/23 d ° FIF L-6 d d DRAWN OF° d a -° ° d•° °A - - CHECKED SG I RD li— O O -o-- — REVISIONS: ° d d ° d° PERMIT SET 9/28/23 ° e° ° d 1 ° I ° d ° d -° ° a- d 95%CD 10/09/23 I 6'-51/2" 4'-3" BID SET 10/20/23 City of Arlington Building Department APPROVED O O KevinOander-11/28/2023 RESTROOM 2 A4.03 A4.03 A4 D4 No changes he Budded unless approved by FLOOR AND the Building Official 0 r'a" 2'-8" 5'4" ROOF PLAN Scale:3/6"=1'-0" A4.0 1 RESTROOM FLOOR PLAN 2 RESTROOM ROOF PLAN NORTH 3/8"=1'-0" 3/8"=1'-0" GENERAL NOTES - EXTERIOR ELEVATIONS A. EXTERIOR MATERIAL TYPES-REFER TO MATERIAL LEGEND THIS SHEET. Fora B. DOWNSPOUTS SUPPORTS-FOR DOWNSPOUTS UP TO 12'-0"IN LENGTH PROVIDE 2 PREFINISHED METAL STRAPS(TOP AND BOTTOM).12'-0"AND LONGER PROVIDE 3 PREFINISHED METAL STRAPS(TOP,MIDDLE AND BOTTOM). C. EXTERIOR DETAILS-SEE AS SERIES SHEETS. 1430 NE 65th Street Seattle,WA 98115 t 206-322-1732 Tora.land KEYNOTE LEGEND Fora Landscape A hRecta KEYNOTE KEYNOTE TEXT 1. PREFAB CONCRETE WALL,BOARD AND BATTEN TEXTURE 2. PREFAB CONCRETE ROOF,STANDING SEAM TEXTURE R1 R2 R3 R4 RA RB RC RD 3. -NOT USED- 12859 REGISTERED 4. FIBERGLASS DOOR WITH LOUVER PROVIDED BY BUILDING MANUFACTURER,TYP. ARCHITECT 5. OVERHEAD DOOR PROVIDED BY BUILDING MANUFACTURER 6. ELECTRICAL OUTLET PER ELECTRICAL 7. ELECTRICAL METER PER ELECTRICAL 8. SECURITY CAMERA PER ELECTRICAL PATRIC IA SUSAN SHERMAN - 9. PREMANUFACTURED GUTTER AND DOWNSPOUT.COLOR AS SELECTED BY STATE OF WASHINGTON pII ARCHITECT.REFER TO CIVIL FOR DRAINAGE 7r12_ a ° e _ _ PROJECT MANAGEMENT: i.`'a <. - . . i< ROCK PROJECTMANAGEMENT LANDSCAPE ARCHITECTURE: (425)572-6878 d 2 a a e - 2 FORA LANDSCAPE ARCHITECTS !I- Il IP (206)322-1732 °4 a ARCHITECTURE: e - DYKE AN A6RCHITECTS d e e CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 ELECTRICALPLUMBING: METRIX ENGINEERING (425)336.2822 STRUCTURAL: d - _ ° 9 d \ -_ _ \ a SEATTLE STRUCTURAL PS INC. (20)M3-3000 6 \ 41 °. 4 a d - -°d °. - —�/ M Z 00 3 RESTROOM EXTERIOR ELEVATION -SOUTH 4 RESTROOM EXTERIOR ELEVATION-WEST 0)rn 3/8"=1'-0" L aQ 5 L O OC UQ z Z O00 R4 R3 R2 R1 RD RC RB RA 06 e . � �12_ ° 2 MATERIAL LEGEND d F-6"A.F.F.n a e T.O.PLATE COMPOSITE SIDING DATE 9/28/23 d° n e 9 e 1 2 DRAWN OF 7 d / d CHECKED SG d / 1 CONCRETE-PRECAST ROOFING - REVISIONS: PERMITSET 9/28/23 21 0 e d CONCRETE-PRECAST SIDING a 95%CD 10/09/23 7 STONE VENEER BID SET 10/20/23 n MFR:ELDORADO STONE d \ -°d ° \ - \ PATTERN::COUNTRY RUBBLE °d a e d e a e d° 5 _e d EM° °d E9 d o ° e d° ° °d 4 COLOR:COGNAC RESTROOM ° e EXTERIOR City of Arlington ELEVATIONS Building Department APPROVED Kevin Olander-11/28/2023 A4.03 RESTROOM EXTERIOR ELEVATION - NORTH 2 RESTROOM EXTERIOR ELEVATION -EAST NO changas authorizetl unless approved by the Building Official GENERAL NOTES -SECTIONS A. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR CLADDING TYPES AND fora LOCATIONS. KEYNOTE LEGEND 1430.E A9115 SW-3 WA 98115 t 206-322-1]32 KEYNOTE KEYNOTE TEXT f—land 1. PREFAB CONCRETE WALL,TYP. Fore Landscape Arehilecta 2. PREFAB CONCRETE ROOF. 3. FIBERGLASS DOOR WITH LOUVER PROVIDED BY BUILDING MANUFACTURER,TYP. 4. MODULAR UNIT SLAB. 5. OVERHEAD DOOR PROVIDED BY MANUFACTURER. 6. DRINKING FOUNTAIN PROVIDED BY MANUFACTURER. 12859 REGISTERED I RA) A4104 RB RC RD ARCHITECT PATRIC IA SUSAN SHERMAN STATE OF WASHINGTON PROJECT MANAGEMENT: d ® ° na ROCK P MANAGEMENT 2-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS gj � in a (206)3221]32 ARCHITECTURE E DYKEMAN ARCHITECTS n (425)259 3161 a ° d .. ° _ 6 CIVIL: JACOBSON CONSULTING ENGINEERS °'d d (206)426.2600 ELECTRICALPLUMBING: d METRIX ENGINEERING na d a - °d (425)336.2822 STRUCTURAL: d d .d - \ 2 SEATTLE STRUCTURAL PS INC. n \\ ° n \\ \ (208)343-3000 n \ d \ \ a d n ° nd d jo A d I I I I I II I I ICI I I111=I I II I I I I II I I I I II I I I I II I I I I II I I I I I�I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I II I I I I II I I I I II I I I I II I I I I II I I I I II I I I I II I I I I I I I I I I I ICI I II I I I I II I � N Z � 2 RESTROOM LONGITUDINAL SECTION rn 5L L O OC UQ z Z R1 A404 R2 R3 R4 O 00 06 � 2: I I I I W 0° d° 0 ld n O T a a4 C ° GCn (E d , DATE 9/28/23 d° ° DRAWN OF Q 2 CHECKED SG 64 1 d REVISIONS: 1 ° PERMITSET 9/28/23 - 95%CD 10/09/23 BID SET 10/20/23 a d n a f ° I` do °Id 2 City of Arlington RESTROOM Building Department SECTIONS I I III I I I ICI J��l�I I I III III III III III I I III III III III III III- APPROVED I III IIIII II —IIIIIIII IIIIIII IIIIIIIII IMI I IIIII III ICI ICI ICI ICI IIIII ICI Kevin Olander-11/28/2023 No changes authorized unless approved by A4.04 RESTROOM TRANSVERSE SECTION the Building Official fora tre SeaHle,WA 98115 t 206-322-1732 fora.land Fore Landscape Architects 22859 REGISTERED ARCHITECT 444� STATE OF WASHINGTON PROJECT MANAGEMENT: ROCK PROJECTMANAGEMENT (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (2W)322-1732 ARCHITECTURE: RIVER ROCK PANEL DYKEMAN ARCHITECTS (425)259-3161 MFR:ELDORADO STONE 6" CIVIL: PATTERN:COUNTRY RUBBLE JACOBSON CONSULTING ENGINEERS COLOR:COGNAC (206)426.2W LATH 22GA.EAVE FLASHING,JTS: ELECT IX ENGAUP UMBING METRIX ENGINEERING I FLASHING PER MFR. (425)336.2822 10'-O"O.C. STRUCTURAL: MORTAR SCRATCH COAT 2X10 FASCIA BOARD SEATTLE STRUCTURAL PS INC. >;I MORTAR JOINT 3/4" STANDING SEAM METAL zo6)34a-ao6o STANDING SEAM METAL ROOF ROOF (2)LAYERS WRB SELF ADHERED 2X RAFTERS BEYOND PER EXTERIOR GRADE VERTICUNDERAL MENTWOOD WRAPPING 4"@ SIM VERTICAL WOOD SUB- STRUCTURAL SHEATHING,MAINTAIN 1" 4" MIN.ABOVE CONCRETE FASCIA RAFTERS PER STRUCTURAL, ILY` COLUMN PER STRUCTURAL PROVIDE(6)1"DIAMETER SELF ADHERED VENT HOLES AT EACH UNDERLAYMENT,RUN OVER °4 WEEP SCREED OR DRIP RAFTER PER BAY FASCIA FLASHING - SCREED SEAMLESS GUTTER,22GA. PLYWOOD SHEATHING PER 24GA.PREFINISHED RAKE - FLASHING W/SEALANT COLOR AS SELECTED BY STRUCTURAL FLASHING - ARCHITECT,TOP STRAPS: JOIST BEYOND PER 18GA.X 1 1/2"AT 2'-O"O.C. STRUCTURAL CONT.22GA.METAL CLEAT FASTENED WITH SS RIVETS 1X6 T&G DECKING z a — 1/2"PLYWOOD SHEATHING N 1X6 T&G DECKING 00 al I a A Q 4 314" ill'. O 0 C UQ B1 ROOF RAKE Q� LUMN BASE Q� GUTTER ��SINGLE-SIDED RIDGE z 3"=T-0" `u L/ 3"-1'-0" U J 6"=1'-0" V till„=1•_0" 7 a FLASHING PER MFR. �-� L_ L 2X10 FASCIA BOARD 0 STANDING SEAM METAL ROOF ti SELF ADHERED UNDERLAYMENT WRAPPING VERTICAL WOOD SUB-FASCIA 24 GA.METAL CAP 06 PLYWOOD SHEATHING PER HSS PER STRUCTURAL STRUCTURAL COMPOSITE SIDING STANDING SEAM METAL ROOF 2X HEADER PER STRUCTURAL 1/2"PLYWOOD SYNTHETIC UNDERLAYMENT W m 2X RAFTERS PER STRUCTURAL, PROVIDE(; DIAMETER VENT SELF ADHERED UNDERLAYMENT .� HOLES AT EACH RAFTER PER BAY HSS PER STRUCTURAL 1/2"PLYWOOD SHEATHING O 1/Z2 PLYWOOD SHEATHING WOOD TRIM,PAINT TO O 2"CONTINUOUS VENT MATCH COMPOSITE SIDING 2X RAFTERS BEYOND PER STRUCTURAL,PROVIDE(6)1'DIAMETER � lX6 T&G DECKING VENT HOLES AT EACH RAFTER PER BAY Y O SELF ADHERED PRESTRIP WRAPPING OVER VERTICAL WOOD SUB-FASCIA WOOD TRIM,PAINT TO 22GA.EAVE FLASHING DATE 9/28/23 24"H X 36"W ART PANEL MATCH COMPOSITE SIDING HSS PER STRUCTURAL 24 GA PREFIN.FASCIA,MATCH DRAWN DF a COMPOSITE SIDING BOTTOM EDGE OF RAKE FLASHING CHECKED SG 1/2"PLYWOOD 22GA.GUTTER ASSEMBLY,REFER � TO DETAIL B3IA8.01 REVISIONS: PRECAST CONCRETE CAP RIVER ROCK PANEL 2X WOOD SUB-FASCIA W/BOTTOM PERMIT SET 9/28/23 MFR:ELDORADO STONE EDGE PRIMED AND PAINTED 95%CD 10/09/23 PATTERN:COUNTRY RUBBLE 1/2"PLYWOOD SHEATHING 26 GA.METAL FLASHING PLYWOOD SHTG.PER STRUCT. COLOR:COGNAC BID SET 10/20/23 2"CONTINUOUS VENT 2X RAFTERS BEYOND PER - L CONTINUOUS CLEAT STRUCTURAL,PROVIDE(6)1" DIAMETER VENT HOLES AT 1 518"X 3 518"METAL STUDS, EACH RAFTER PER BAY LOCATION PER PLAN ill"PLYWOOD SHEATHING STEEL COLUMN PER STRUCTURAL EXTERIOR lX6 T&G DECKING City/Of Arlington DETAILS 2"CONTINUOUS VENr Building Department — ez APPROVED A&.o1 sIM. Kevin Olander-11/28/2023 /� Al PICNIC SHELTER CLERESTORY A2 PARTITION WALL AT STAGE A3 ROOF EAVE/GUTTER No changes authorized unless approved by A8.01 the Building Official 1 1/2"=1'-0" 3"=V-0" I I BUILDING CODE CONSTRUCTION JOINTS EPDXY ADHESIVE fora ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING ALL CONSTRUCTION JOINTS SHALL BE KEYED IN ACCORDANCE WITH EPDXY ADHESIVE FOR CONCRETE SHALL BE AS FOLLOWS: CODE. THE PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON THE SIMPSON STRONG-TIE"SET-XP EPDXY ADHESIVE"(ESR#2508),HILTI 1430 NE 65th St—t AND STANDARDS AND ARE REFERENCED BY THE BASIC DESIGNATION. STRUCTURAL DRAWINGS OR,AT THE CONTRACTORS OPTION,SHALL BE "HIT-HY 200 A"(ESR#3187),HILTI"HIT-RE 500 V3 EPDXY ADHESIVE Seattle,WA 98115 IN THE CASE OF CONFLICTING REQUIREMENTS,THE BUILDING CODE INTENTIONALLY ROUGHENED IN ACCORDANCE WITH THE FOLLOWING: ANCHOR SYSTEM"(ESR#3814),OR APPROVED EQUAL. ft zos-szz-173z SHALL GOVERN. o a.iand THE SURFACE OF ROUGHENED JOINTS SHALL BE SAND BLASTED OR ROUGHENED WITH A CHIPPING HAMMER TO EXPOSE THE AGGREGATE STRUCTURAL STEEL EOra LoRHPePICNIC SHELTER Arch facts APPLICABLE CODES AND STANDARDS EMBEDDED IN THE PREVIOUS POUR. THE EXPOSED AGGREGATE SHALL PROTRUDE A MINIMUM OF%INCH. ALL SURFACES OF CONSTRUCTION ALL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS SPECIFIED STAGE BUILDING "INTERNATIONAL BUILDING CODE"(IBC),2018 EDITION,AS JOINTS SHALL BE CLEANED AND LAITANCE REMOVED. IMMEDIATELY OTHERWISE ON DRAWING: dr'D a a CODE AMENDED BY THE STATE OF WASHINGTON BEFORE NEW CONCRETE IS PLACED,ALL CONSTRUCTION JOINTS ACI 318 AMERICAN CONCRETE INSTITUTE"BUILDING CODE SHALL BE WETTED AND STANDING WATER REMOVED. THE REQUIREMENTS FOR STRUCTURAL CONCRETE"(ACI 318- CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATION OF ALL ANGLES AND CHANNELS ASTM A36,Fy=36 ksi ❑ _ 14) CONSTRUCTION JOINTS TO THE ENGINEER FOR ACCEPTANCE PRIOR TO �o �0281 ACI AMERICAN CONCRETE INSTITUTE"BUILDING CODE STARTING FORMWORK. WATERSTOPS SHALL BE INSTALLED AND RECTANGULAR/SQUARE HSS ASTM A500 GRADE B,Fy=46 ksi egg 530/530.1 REQUIREMENTS FOR MASONRY STRUCTURES"(ACI PROTECTED AT ALL CONSTRUCTION JOINTS AT OR BELOW GRADE I°NAL 5301530.1-13) WHERE WATER INTRUSION CAN OCCUR. ALL OTHER STEEL ASTM A572,Fy=50 ksi o ❑ �IIL ASTM A36,Fy=36 ksi(When specified 0 AISC 360 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, as A36 PROJECT MANAGEMENT: "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" REINFORCING STEEL ) (42)572687E TMANAGEMENT RISC 360-10 LANDSCAPE ARCHITECTURE: ( ) ALL REINFORCING SHALL BE NEW BILLET STOCK ASTM A615,GRADE 60. BOLTS ASTM A325 FORA LANDS CAPE ARCHITECTS 2-1732 AISC 341 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, ARCHITECTURE BARS SHALL BE SECURELY TIED IN PLACE WITH#16 DOUBLE-ANNEALED ARCHITECTURE: "SEISMIC PROVISIONS FOR STRUCTURAL STEEL IRON WIRE. BARS SHALL BE SUPPORTED ON ACCEPTABLE NOW WOOD CONNECTION BOLTS ASTM A307 DYKEMAN ARCHITECTS AISC 341-10 425)25&3161 BUILDINGS" (AISC ) CORRODIBLE CHAIRS. REINFORCING STEEL SHALL BE DETAILED IN CIVIL: AISC "STEEL CONSTRUCTION MANUAL",14TH EDITION AND ACCORDANCE WITH THE ACI 315"MANUAL OF STANDARD PRACTICE ANCHOR RODS ASTM F1554 GR 55 N JACOBSON 42ON CONSULTING ENGINEERS "SEISMIC DESIGN MANUAL",2ND EDITION FOR DETAILING OF REINFORCED CONCRETE STRUCTURES." ECTR A-1PL ELECTIXENGINEERING METRIX ENGINEERING AISI S100 AMERICAN IRON AND STEEL INSTITUTE,"SPECIFICATION CONTRACTOR SHALL COORDINATE REINFORCING STEEL PLACEMENT (206)33K-2822 DETAILS AND PROVIDE TEMPLATES FOR PLACING STEEL IN CONGESTED STRUCTURAL STEEL AND CONNECTIONS SHALL BE PAINTED WITH AN STRUCTURAL: FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL APPROVED ZINC-RICH PAINT.BOLTS SHALL BE HOT-DIPPED SEATTLE STRUCTURAL PS INC. MEMBERS"(AISI S100-12). AREAS AS NECESSARY. 2OG GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM A123 AND ASCE 7 AMERICAN SOCIETY OF CIVIL ENGINEERS,"MINIMUM LAP ALL REINFORCING BARS AS NOTED ON THE DRAWINGS. ASTM A153. ALL FIELD WELDS AND ANY AREAS OR ITEMS FALLING DESIGN LOADS FOR BUILDINGS AND OTHER MECHANICAL OR WELDED BUTT SPLICES SHALL BE USED SUBJECT TO BELOW THE REQUIRED ZINC THICKNESS,BEFORE OR AFTER REMOVAL STRUCTURES"(ASCE 7-16) ENGINEER'S APPROVAL. MECHANICAL SPLICES SHALL DEVELOP 125% OF ANY HIGH SPOTS,SHALL BE REPAIRED IN ACCORDANCE WITH ASTM KEY PLAN NTS 1 ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS OF THE SPECIFIED YIELD STRENGTH OF THE SPLICED BARS IN BOTH A780. 11� I AWS AMERICAN WELDING SOCIETY C2.23-2003"SPECIFICATION TENSION AND COMPRESSION,UNLESS NOTED OTHERWISE. o SITE LOCATION C2.23 FOR THE APPLICATION OF THERMAL SPRAY COATINGS STRUCTURAL STEEL WELDING J �rarYl+■Ir rr t# (METALLIZING OF ALUMINUM,ZINC AND THEIR ALLOYS IF WELDING OF REINFORCING IS REQUIRED,IT SHOULD BE OBSERVED ■� 34th Dr NE �� 79@•Po7 I1 AND COMPOSITES FOR THE CORROSION PROTECTION OF AS DEFINED IN IBC SECTION 1704.4,WITH PARTICULAR EMPHASIS ON ALL WELDING SHALL BE DONE BY AWS/WABO(WASHINGTON STATE ® f..S.M M.rr r 0, STEEL" JOINT CONFIGURATION,SUITABILITY OF LOW HYDROGEN ELECTRODES, ASSOCIATION OF BUILDING OFFICIALS)CERTIFIED WELDERS AND IN €N I` _ 17903 Smokey Point Blvd, # I PREHEAT AND INTERPASS TEMPERATURE,AND INTERPASS SLAG ACCORDANCE WITH AWS D1.1. WELDS SHOWN ON THE DRAWINGS ARE it lil` ♦ •�r*♦ �.= : Adington,WA 98223 m --r AWS D1.1 AMERICAN WELDING SOCIETY D1.1-2004"STRUCTURAL THE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES, ! ♦ ♦ E�0A0. ! REMOVAL. WELDING PROCEDURES SHALL CONFORM TO AWS D1.4. ALL • ♦ R ���r —, WELDING CODE-STEEL" WELDING OF REINFORCING STEEL SHALL BE DONE BY AWS/WABO BASED ON PLATE THICKNESS.THE MINIMUM WELDING SHALL BE 3/16 ♦ ♦ ♦ ♦ n AWS D1.3 AMERICAN WELDING SOCIETY D1.3-08"STRUCTURAL (WASHINGTON STATE ASSOCIATION OF BUILDING OFFICIALS)CERTIFIED INCH.ALL PARTIAL PENETRATION GROOVE WELD SIZES SHOWN ON THE 1 ,# ♦ ; r;■ WELDING CODE-SHEET STEEL" WELDERS. Mill DRAWINGS REFER TO EFFECTIVE THROAT THICKNESS. !Y�,�� �' �'� +� 1 f;A 7��16mwp4 � Z N AWS D1.4 AMERICAN WELDING SOCIETY D1.4-11"STRUCTURAL , WELDING CODE-REINFORCING STEEL" REINFORCING STEEL MATERIALS ALL WELDS SHALL BE MADE USING LOW-HYDROGEN ELECTRODES WITH + ! #* �N7 r=7 AWS A2.4 AMERICAN WELDING SOCIETY A2.4-12"SYMBOLS FOR MINIMUM TENSILE STRENGTH=70 KSI.LOW HYDROGEN SMAW �7 ♦ r + ~� I r���f�i 7 j If..16. WELDING AND NON-DESTRUCTIVE TESTING" DEFORMED BARS ASTM A615,GRADE 60 ELECTRODES SHALL BE USED WITHIN 4 HOURS OF OPENING THEIR I L— _ ♦ -' -gam SMOOTH WELDED WIRE ASTM A185(Fy=65 ksi) HERMETICALLY SEALED CONTAINERS,OR SHALL BE REDRIED PER AWS ■L0��� lrrw�• #��" +rti��r 41MM .N r FABRIC D.1.1,SECTION 5.3.2.1.ELECTRODES SHALL BE REDRIED NO MORE THAN ! 1 ` ' NDS NATIONAL DESIGN SPECIFICATION FOR WOOD ��—� .' 0 a+r�Il►�rl� ' O DEFORMED WELDED WIRE ASTM A497(Fy=70 ksi) ONE TIME;AND ELECTRODES THAT HAVE BEEN WET SHALL NOT BE I ■ Y j,♦ CONSTRUCTION,2015 EDITION FABRIC USED. O CONCRETE EPDXY COATED ASTMA775 ♦ ' � �� -J w-7• ! « DEFORMED BARS TO BE ASTM A706,GRADE 60 ' j U Q If MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF WELDED OR SPECIFIED L MATERIALS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. - ti r f•F■■rr �. 1 PROPORTIONS OF AGGREGATE TO CEMENT SHALL PRODUCE DENSE, MINIMUM CAST-IN-PLACE CONCRETE COVER OVER REINFORCING z WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR STEEL,UNLESS NOTED OTHERWISE,SHALL BE AS FOLLOWS: N EXCESS FREE SURFACE WATER. ALL CONCRETE,INCLUDING SLABS ON 00 GROUND,SHALL HAVE AN ACCEPTABLE WATER-REDUCING ADMIXTURE ADDED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS.ALL CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: CONCRETE WALKS AND PAVEMENTS EXPOSED TO THE WEATHER ALL BAR SIZES 3 INCHES SHALL CONTAIN AN ACCEPTABLE ADMIXTURE TO PRODUCE 4 TO 6 PERCENT ENTRAINED AIR. CONCRETE EXPOSED TO EARTH OR WEATHER: > #6 BAR AND LARGER 21NCHES MAXIMUM SIZE OF AGGREGATE SHALL BE 1-1/2 INCHES,BUT MAXIMUM #5 BAR,W31 OR D31 WIRE 1'/NCHES VICINITY MAP NTS 2 LU m SIZE OF AGGREGATE SHALL NOT BE MORE THAN THREE-QUARTERS OF AND SMALLER THE CLEAR DISTANCE BETWEEN REINFORCING BARS. O PROVIDE L-SHAPED CORNER BARS AT ALL WALL AND FOOTING O MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER AND THE CITY CORNERS AND INTERSECTIONS UNLESS NOTED OTHERWISE. MATCH S1.1 GENERAL NOTES,KEY PLAN,VICINITY MAP&INDEX OF ARLINGTON DEPARTMENT OF CONSTRUCTION AND INSPECTIONS HORIZONTAL REINFORCING BAR SIZE AND QUANTITY.LAP 50 BAR S1.2 GENERAL NOTES Y FOR ACCEPTANCE PRIOR TO USE.MAXIMUM WATER-TO-CEMENT RATIO DIAMETERS. S1.3 ABBREVIATIONS O AND SLUMP SHALL BE AS FOLLOWS FOR VARIOUS CONCRETE /1 � STRENGTHS(fc)BASED ON STANDARD 28-DAY CYLINDER TESTS WHEN S2.1 SITE PLAN V J STRENGTH DATA FROM TRIAL BATCHES OR FIELD EXPERIENCE ARE DRILLED-IN-CONCRETE ANCHORS(DICAI S2.2 FOUNDATION PLANS 52.3 ROOF FRAMING PLANS NOT AVAILABLE. ACCEPTABLE DRILLED-IN-CONCRETE ANCHORS OF SIZE,NUMBER AND S3.1 ELEVATIONS AND SECTIONS DATE 9/11/23 SPACING AS SHOWN ON THE DRAWINGS SHALL BE AS FOLLOWS: S4.1 DETAILS CONCRETE MIX SPECIFICATION FOR CONCRETE: SIMPSON STRONG-TIE STRONG-BOLT 2 WEDGE 54.2 DETAILS DRAWN LOCATION f'c NORMAL MAX W/C RATIO MAXIMUM ANCHORS(ESR#3037),HILTI KWIK BOLT TZ CONCRETE ANCHORS(ESR CHECKED WEIGHT OR SLUMP #1917),ITW RED HEAD TRUBOLT CARBON STEEL WEDGE ANCHORS(ESR REVISIONS: LIGHTWEIGHT NON-AIR AIR #2427),POWERS FASTENERS POWER-STUD+SD2 CONCRETE ANCHOR PERMIT SET 9/28123 P CONCRETE ENTRAINED ENTRAINED (ES R#2502),OR APPROVED EQUAL. 95%CD 10/09123 (psi) (IN) NON-SHRINK GROUT FOR BASE PLATES BID SET 10/20/23 SPREAD 4000 NWC 0.44 --- 5 APPROVED GROUTS INCLUDE:MASTER BUILDER'S"MASTER FLOW 928", FOOTINGS SIKA CORPORATIONS"SIKAGROUT 212,"BURKE COMPANY'S "NONFERROUS NONSHRINK GROUT,"OR APPROVED EQUAL. GROUT City of Arlington SHALL BE MIXED,APPLIED AND CURED STRICTLY IN ACCORDANCE WITH Building Department GENERAL NOTES, THE MANUFACTURER'S PRINTED INSTRUCTIONS. APPROVED KEY PLAN, Kevin Olander- 11/28/2023 VICINITY N EXAP& No changes authorized unless approved by the Building Official S 1.1 GENERAL NOTES NTS 6 INDEX X"=1'-0" 3 CARPENTRY STRUCTURAL DESIGN DATA EPDXY ANCHORS,DRILLED-IN INSTALLATION PER INTERNATIONAL DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CODE CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE SHALL B CONCRETE ANCHORS INDICATED,BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, LOADS(DEAD LOAD/SUPERIMPOSED DEAD LOAD/LIVE LOAD) COUNCIL(ICC)EVALUATION SERVICE SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO folra LATESTT EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: WITH STANDARD GRADING RULES FOR WEST COAST LUMBER, SHALL BE IN ACCORDANCE WITH THE LOAD MAP REPORTS REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL DI Street 2x,4x DOUGLAS-FIR SELECT STRUCT,Fb=1600 PSI ROOF DEAD LOAD: 15 PSF ENGINEER. 143U NE n Seattle,WA 98115115 SHOP DRAWINGS t 206-322-1732 EXPOSED TIMBER FRAMING,BOARDS AND DECKING SHALL BE ROUGH ROOF LIVE LOAD 20 PSF fara.iand ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF SHOP DRAWINGS FOR REINFORCING STEEL AND STRUCTURAL STEEL COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE Fora Landscape SAWN TO THE DIMENSIONS INDICATED. FRAMING NOT EXPOSED MAY SNOW LOADS 25 PSF BE SURFACED AND SIZES INDICATED ARE NOMINAL. WIND LOADS WIND PRESSURE SHALL BE IN ACCORDANCE SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OF THESE SUPPLIER DURING MANUFACTURING,DELIVERY,HANDLING,STORAGE Aramteats WITH THE BUILDING CODE. BASIC WIND SPEED ITEMS. AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE THE SUPPLIER. EQUALS 98 MPH 3 SECOND GUST ULTIMATE DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER WITH ANSI STANDARD A190.1. EACH MEMBER SHALL BEAR AN AITC OR EQUALS 72 MPH 3 SECOND GUST NOMINAL MISCELLANEOUS APA EWS IDENTIFICATION MARKAND SHALL BE ACCOMPANIED BY AN EXPOSURE C,IMPORTANCE FACTOR OF 1.0 OF RECORD. THEREFORE,THEY SHALL BE VERIFIED BY THE AITC OR APA EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN CONTACTOR. CONTRACTOR SHALL REVIEWAND STAMP DRAWINGS 1. INFORMATION CONTAINED IN THESE DRAWINGS IS BASED ON BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4-1.8E Fb=2,400 PRIOR TO REVIEW BY THE ENGINEER OF RECORD. CONTACTOR LIMITED FIELD MEASUREMENTS. THE INFORMATION CONTAINED ( SEISMIC LOADS: 2018 IBC Q 2su2 PSI,Fv=0.72x265=190 PSI,E=1,800,000 PSI). ALL CANTILEVERED Ss=1.067 g,S1=0.381 g SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, HEREIN MAY REQUIRE ADJUSTMENTS OR MODIFICATIONS TO CONFORM BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8-1.8E(Fb=2400 METHODS,TECHNIQUES,SEQUENCES AND OPERATIONS OF WITH EXISTING CONDITIONS. IN CASES WHERE CHANGES ARE SITE CLASS D �sIGNAL PSI,Fv=190 PSI,E=1,800,000 PSI). CAMBER ALL GLULAM BEAMS TO Fa=1.073 CLASS Fv=NA CONSTRUCTION. NECESSARY,THESE DRAWINGS SHALL BE USED TO SHOW THE DESIGN 2,000'RADIUS,UNLESS SHOWN OTHERWISE ON THE PLANS. INTENT ONLY. SIDS=0.763,SD1=NA SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT PROJECT MANAGEMENT: OCCUPANCY CATEGORY II,le=1.0 ROCK PROJECT MANAGEMENT ALL LUMBER WITH A LEAST DIMENSION OF 2" NOMINAL SHALL BE CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY NDSCAPEAR (NOMINAL) SEISMIC DESIGN CATEGORY D ANDSCLAN ARCHITECTURE: STAMPED SURFACE-DRY AND SHALL HAVE MOISTURE CONTENT WHEN STEEL ORDINARY CANTILEVER COLUMN THE CONTRACTOR IS TO DEMONSTRATE N THE ENGINEER THAT THE FORA LANDSCAPE ARCHITECTS CONTACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING RCHI)T322-1732 TURE SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19 PERCENT. SYSTEM ARCHITECTURE: LUMBER WITH A LEAST DIMENSION OF 4" NOMINAL OR GREATER WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND DYKEMAN ARCHITECTS (NOMINAL) R=1.25,40=1.25,Cd=1.25 (425)259-3161 SHALL BE STAMPED SURFACE-GREEN AND AIR-DRIED TO A MOISTURE DESIGN BASE SHEAR,V=0.611 W BY DETAILING THE INTENDED FABRICATION AND INSTALLATION CIVIL: CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN METHODS. IF DEVIATIONS,DISCREPANCIES OR CONFLICTS BETWEEN JACOBSON CONSULTING ENGINEERS (206)426-2600 FRAMING THE STRUCTURE. SHOP DRAWINGS SUBMITTALS AND THE CONTRACT DOCUMENTS ARE ELECTRICAUPLUMBING: DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS METRIX ENGINEERING GEOTECHNICAL ENGINEERING REPORT: PREPARED BY ASSOCIATED (206)33K-2e22 ARE PROCESSED BY THE ENGINEER,THE DESIGN DRAWINGS AND STRUCTURAL: TIMBER TRUSSES SHALL BE CONSTRUCTED TO THE LINES AND EARTH SCIENCES,INC.DATED JULY 28,2023. SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED SEATTLE STRUCTURAL PS INC. PROFILES AS INDICATED ON THE DRAWINGS. CONTRACTOR .CTOR SHALL (206)3433000 VERIFY ALL TRUSS DIMENSIONS PRIOR TO FABRICATION. SOIL BEARING: 2500 PSF ALLOWABLE,WITH 113 INCREASE FOR WIND STRUCTURAL OBSERVATION CONNECTIONCONNECTIONS AND TIGHT TRUSSES ARE NGINEEREDFOR ESII HARDWARE E FITTING.N GRAVITY ANDLATE AL LOADS SEISMIC ADS ONLY. CONTACTOR SHALL PROVIDE ADDITIONAL REINFORCEMENT AS FOUNDATIONS PER IBC 1704.5,THE ENGINEER OF RECORD SHALL PROVIDE VISUAL REQUIRED FOR HANDLING AND ERECTION. OBSERVATION OF THE STRUCTURAL SYSTEM FOR GENERAL FOUNDATION EXCAVATION, BACKFILL AND COMPACTION SHALL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE SHEATHING SHALL BE APA PERFORMANCE RATED PANELS CONFORM TO SPECIFICATION REQUIREMENTS AND PER THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT n CONFORMING TO ESR-2586. SHEATHING MAY BE PLYWOOD OR RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. FOR THE INSPECTIONS r+ ORIENTED STRAND BOARD(OSB),UNLESS NOTED OTHERWISE. THIS CONSTRUCTION WORK, INCLUDING DRAINAGE, SHORING AND REQUIRED BY IBC SECTION 1 INCLUDE OR WAIVE THE RESPONSIBILITY10,1704 OR OTHER SECTIONS IBC. PLYWOOD PANELS SHALL BE GRADE CD AND ALSO CONFORM TO DOC SUCH OTHER RELATED WORK AS REQUIRED,SHALL BE CONDUCTED BY ITEMS TO OBSERVE: PS 1-07. OSB SHALL CONFORM TO DOC PS 2-04. ALL PANELS SHALL BE THE CONTRACTOR UNDER THE OBSERVATION AND DIRECTION OF THE FOUNDATIONS FOR LATERAL RESISTING ELEMENTS IDENTIFIED AS EXPOSURE 1 UNLESS NOTED OTHERWISE. PANEL GEOTECHNICAL ENGINEER. RATING TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: ROOF DIAPHRAGMS&ATTACHMENTS ROOF: 19/32"(OR 5/8")THICK,40/20 DRAG-STRUTS,COLLECTORS&CONNECTIONS M FOOTINGS SHALL BEAR A SOLID UNDISTURBED EARTH(CONTROLLED, RAL CORROSION CONTROL � COMPACTED STRUCTURAL FILL OR BOTH)AT LEAST 24"BELOW LOWEST UNLESS OTHERWISE NOTED ON THE PLANS,ROOF SHEATHING SHALL ADJACENT FINISHED GRADE. MATERIAL SHALL BE COMPACTED TO 95% 01) BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. CUTS,SCRATCHES OR OTHER DEFECTS IN THE COATING SYSTEMS 5 WITH 1 Od NAILS @ 6"oc TO FRAMED PANEL EDGES AND @ 12"TO << APPLIED TO PILING AND STRUCTURAL STEEL SHALL BE REPAIRED IN G INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS ACCORDANCE WITH THE SPECIFICATIONS. CLIPS @ 16"ocAT UNBLOCKED ROOF SHEATHING EDGES. INCREASED 3"AT EACH INTERFACE WITH SOIL. UNLESS OTHERWISE NOTED ON THE PLANS,ROOF SHEATHING SHALL ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO SUPPLEMENTARY NOTES O BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED PLACING CONCRETE. O WITH 10d NAILS @ 6"oc TO FA STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH PANEL EDGES AND @ 12"TO '� INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH ARCHITECTURAL,CIVIL LANDSCAPE,ELECTRICAL,AND MECHANICAL U Q CLIPS @ 16"ocAT UNBLOCKED ROOF SHEATHING EDGES. NEW CONSTRUCTION SHALL BE REMOVED. DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE CONTACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL ` z NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 1 THE SURFACE OF THE SHEATHING. CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND z EXCAVATIONS. DIMENSIONS OF WALL OPENINGS. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL SPECIAL INSPECTION 00 BE PRESSURE-TREATED WITH AN APPROVED PRESERVATIVE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS,MEMBER O THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION PER IBC SIZES,AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL WOOD FRAMING SECTION 1705. THESE INSPECTIONS SHALL BE PERFORMED BY A DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS off ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE SPECIAL INSPECTOR CERTIFIED BY THE CITY OF ARLINGTON TO 7 CONSTRUCTED TO THE MINIMUM STANDARDS OF THE BUILDING CODE. PERFORM THE TYPES OF INSPECTIONS SPECIFIED. SEE THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE m SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SPECIAL MINIMUM NAILING,UNLESS OTHERWISE NOTED,SHALL CONFORM TO STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL Uj INSPECTION AND TESTING. TABLE 2304.10.1 OF THE BUILDING CODE. COORDINATE THE SIZE AND CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL ITEM DESCRIPTION PLANS. O D_ DRAWINGS. CONCRETE CONSTRUCTION PER IBC 1705.3&TABLE 1705.3 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS NAILS SHALL BE MANUFACTURED IN CANADA OR THE UNITED STATES IN REINFORCING STEEL AND THE METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES O SIZES AND TYPES AS FOLLOWS,UNLESS NOTED OTHERWISE: REINFORCING STEEL WELDING REQUIRED TO PERFORM HIS WORK.STRUCTURAL DESIGN OF THE '^ E PNEUMATIC NAILING-PLAIN SHANK,COATED OR GALVANIZED BOLTS INSTALLED IN CONCRETE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS,CODE SPECIFIED V J � 8d=.131 DIAMETER x 2-1/2"MINIMUM LENGTH POST INSTALLED CONCRETE ANCHORS LATERAL LOADS,AND MAXIMUM EXPECTED SERVICE LOADS. NO v J 10d=.131 DIAMETER x 3"MINIMUM LENGTH CONCRETE MIX CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED 16d=.131 DIAMETER x 3-1/2"MINIMUM LENGTH CONCRETE SAMPLING BY ERECTION PROCEDURES. THE CONTRACTOR SHALL VERIFY,TO THE HAND NAILING-SINKERS,COATED SATISFACTION OF HIMSELF AND THE OWNER,THE ABILITY OF THE DATE 911-3 8d=11-112 GAGE x 2-3/8" CONCRETE PLACEMENT STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING DRAWN CONCRETE CURING THE ALLOWABLE STRESSES OF THE MATERIALS USED. WHERE 1d=11 GAGE x 2-/ CHECKED 16d= 9 GAGE x 3-1/4" STEEL CONSTRUCTION PER IBC 1705.2 ERECTION LOADS WOULD OVERSTRESS THE STRUCTURE,THE CONTRACTOR SHALL SUBMIT DESIGN DOCUMENTS FOR TEMPORARY REVISIONS: NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS,JOIST WELDING BRACING AND STRENGTHENING FAME DETAIL ,INCLUDING FABRICATION AND HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG ERECTION DRAWINGS,TO THE ARCHITECT FOR REVIEW. THESE PERMIT SET 9/28/23 NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON WOOD CONSTRUCTION PER IBC OF DI & .1 DOCUMENTS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED 95%CD 10/09/23 1 &1705.12.2 STRONG-TIE COMPANY,SAN LEANDRO,CALIFORNIA. EQUIVALENT NAILING OF DIAPHRAGMS STRUCTURAL ENGINEER IN THE STATE OF WASHINGTON. THE BID SET 10/20/23 DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, CONTRACTOR SHALL PROVIDE,INSTALL AND IF NECESSARY REMOVE PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD SOILS PER IBC 1705.6&TABLE 1705.6 SUCH TEMPORARY WORK AS REQUIRED. CAPACITIES. SUBMIT MANUFACTURER'S CATALOG AND ICBO REPORTS MATERIALS BELOW FOOTINGS TO ARCHITECT AND ENGINEER FOR REVIEW WHEN REQUESTING EXCAVATION DEPTHS SUBSTITUTIONS. ALL SPECIFIED FASTENERS MUST BE USED AND CONTROLLED FILL CLASSIFICATION& PROPER INSTALLATION PROCEDURES MUST BE OBSERVED IN ORDER TESTING City of Arlington GENERAL NOTES TO OBTAIN ICBO APPROVED LOAD CAPACITIES. VERIFY THAT THE CONTROLLED FILL PLACEMENT& Building Department DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO COMPACTION APPROVED RECEIVE THE SPECIFIED FASTENERS. SUBGADE PREPARATION Kevin Olander-11/28/2023 No changes authorized unless approved by the Building Official S . GENERAL NOTES NTS 3 I I @ AT(THE RATE OF) ELEC ELECTRICAL NS NEAR SIDE fora & AND ENCL ENCLOSURE NTS NOT TO SCALE " INCH ENGR ENGINEER S..ttle,NE 6A Seat 9811515 # NUMBER OR POUND EQ EARTHQUAKE,EQUAL OC ON CENTER t: 206-322-1732 0 DIAMETER,ROUND, EQUIP EQUIPMENT OD OUTSIDE DIAMETER fora.iand 2L DOUBLE ANGLE BRACE ES EACH SIDE OF OUTSIDE FACE Far.L.ndsc.pe 2LL 2L WITH LLBB ETC ETCETERA OH OVERHEAD Archltects 2SL 2L WITH SLBB EW EACH WAY OPNG OPENING E,EXIST EXISTING OPP OPPOSITE A AREA EXT EXTERIOR OVS OVERSIZED HOLES ADDL ADDITIONAL 'o ADJ ADJACENT F DEGREES FAHRENHEIT P,PIPE STANDARD PIPE _ AFF ABOVE FINISHED FLOOR FB FLAT BAR PCF POUNDS PER CUBIC FOOT AISC AMERICAN INSTITUTE OF FF FAR FACE PERP PERPENDICULAR '�o 23tf STEEL CONSTRUCTION FFE FINISHED FLOOD PX EXTRA STRONG PIPEIpArAL AL ALUMINUM ELEVATION PIPEX EXTRA STRONG PIPE ALT ALTERNATE FIN FINISH,FINISHED PXX DOUBLE EXTRA AMT AMOUNT FLG FLANGE STRONG PIPE PROJECT MANAGEMENT: ANCH ANCHOR,ANCHORAGE FLR FLOOR PIPEXX DOUBLE EXTRA STRONG PIPE ROCK PROJECT MANAGEMENT APA AMERICAN PLYWOOD FP FIREPROOF PL PLATE,PLAN (NDSCAPEAR LANDSCAPE ARCHITECTURE: ASSOCIATION FS FAR SIDE PLCS PLACES FORA LANDSCAPE ARCHITECTS (206)322-1732 APPVD APPROVED FT FOOT,FEET PLF POUNDS PER LINEAL FOOT ARCHITECTURE: APPROX APPROXIMATE PLWD PLYWOOD DYKEMAN ARCHITECTS (425)250-3161 ARCH ARCHITECT, GA GAUGE PP PARTIAL PENETRATION CIVIL: ARCHITECTURAL GAL GALLON PSF POUNDS PER SQUARE FOOT JACOBSON CONSULTING ENGINEERS (206)426-2600 ASCE AMERICAN SOCIETY OF GALV GALVANIZED PSI POUNDS PER SQUARE INCH ELECTRICA-1PLUMBING: METRIX ENGINEERING CIVIL ENGINEERS GC GENERAL CONTRACTOR (206)33a-2622 ASME AMERICAN SOCIETY OF GR GRADE QTY QUANTITY STRUCTURAL: SEATTLE MECHANICAL ENGINEERS GRND GROUND (206)U4 3000UCTURALPSINC. ASTM AMERICAN SOCIETY FOR R RADIUS,RIGHT TESTING AND MATERIALS HGT HEIGHT RD ROUND AVG AVERAGE HHMB HEX HEAD MACHINE BOLT REF REFERENCE AWS AMERICAN WELDING HK HOOK OR HOOKS REQD REQUIRED SOCIETY HOR HORIZONTAL RH RIGHT HAND ry HORIZ HORIZONTAL RMS ROOT MEAN SQUARED BD BOARD HP HP SHAPES;HIGH POINT BEV BEVEL HR HOUR S SOUTH,AMERICAN STANDARD SHAPE //''►► BF BOTH FACES HS HIGH STRENGTH SCHED SCHEDULE LL BLDG BUILDING HSS HOLLOW STEEL SECTION SDQ SPECIAL DUCTILE QUALITY BLK BLOCK HVAC HEATING,VENTILATING& SECT SECTION BLKG BLOCKING AIR CONDITIONING SF SQUARE FOOT BM BEAM,BENCH MARK SHT SHEET BOT BOTTOM ICBO INTERNATIONAL SIM SIMILAR BP BASE PLATE CONFERENCE SLBB SHORT LEGS BACK-TO-BACK 7 BRDG BRIDGE,BRIDGING OF BUILDING OFFICIALS SLOT SLOTTED ` 0 BRIG BEARING ID INSIDE DIAMETER SPCG SPACING O) BS BOTH SIDES IF INSIDE FACE SPEC SPECIFICATION,SPECIFICATIONS BTWN BETWEEN IN INCH SQ SQUARE C j INCL INCLINE,INCLUDE SS STAINLESS STEEL c C CHANNEL,DEGREES INFO INFORMATION SSL SHORT SLOTTED HOLES CELSIUS INT INTERIOR,INTERNAL STD STANDARD C/C CENTER TO CENTER STIFF STIFFENER O CAD COMPUTER-AIDED JCT JUNCTION STL STEEL O DRAFTING JST JOIST STRUC STRUCTURAL 'L CF CUBIC FEET JT JOINT SY SQUARE YARD U Q CL CENTERLINE SYM SYMMETRICAL CLG CEILING K KILOPOUND(1000 U CLR CLEAR POUNDS) T TOP CO COMPANY,CUT OUT KELVIN(TEMPERATURE) T&B TOP AND BOTTOM z COL COLUMN KG KILOGRAM TEMP TEMPORARY CONN CONNECTION KIP KILOPOUND(1000 THK THICKNESS CONST CONSTRUCTION POUNDS) THRU THROUGH 00 CONT CONTINUOUS KSI KIPS PER SQUARE INCH TOS TOP OF STEEL 0 CONTR CONTRACTOR TOW TOP OF WALL CP COMPLETE PENETRATION L ANGLE,LEFT,LENGTH TYP TYPICAL WELD LB OR#POUND(WEIGHT) CTR CENTER LENG LENGTH UNO UNLESS NOTED OTHERWISE CU.FT. CUBIC FEET LH LEFT HAND UT ULTRASONIC TEST w m CU.IN. CUBIC INCH LL LIVE LOAD CU.YD. CUBIC YARD LLBB LONG LEGS V,VERT VERTICAL s CW CLOCKWISE BACK-TO-BACK VIF VERTICAL INSIDE FACE 0_ CY CUBIC YARD,CYCLE LOC(S) LOCATE,LOCATION(S) VOL VOLUME O >, LONGIT LONGITUDINAL Y d PENNY(NAILS) LP LOW POINT W WEST,WIDTH O DBL DOUBLE LSL LONG SLOTTED HOLES W/ WITH E DEG DEGREE LVL LEVEL W/O WITHOUT V7 DEMO DEMOLITION WD WOOD DEPT DEPARTMENT M METER,BENDING WF WIDE FLANGE(STRUCTURAL STEEL) DET DETAIL MOMENT,MISC SHAPE WP WATERPROOF,WORKING POINT DIAG DIAGONAL MATL MATERIAL WPJ WEAKENED PLANE JOINT DATE 9111123 DIA,0 DIAMETER MAX MAXIMUM WS WATERSTOP DRAWN DIM DIMENSION MC MISCELLANEOUS WT WEIGHT;STRUCTURAL TEE CUT FROM W SHAPE CHECKED DIV DIVISION CHANNEL DL DEAD LOAD M/E/P MECHANICAL/ YD YARD REVISIONS: DN DOWN ELECTRICAL/PLUMBING YR YEAR PERMIT SET 9n8123 DO DITTO ME MECHANICAL ENGINEER DP DEEP MECH MECHANICAL 95%CD 10/09/23 DWG DRAWING MEZZ MEZZANINE BID SET 10/20/23 DWL DOWEL MF MOMENTFRAME MFR MANUFACTURER EA EACH MIN MINIMUM;MINUTE EE EACH END MISC MISCELLANEOUS EF EACH FACE MK MARK EJ EXPANSION JOINT MTL MATERIAL,METAL ABBREVIATIONS EL,ELEVELEVATION,ELEVATOR City of Arlington N NORTH Building Department NF NEAR FACE APPROVED NIC NOT IN CONTRACT Kevin Olander-11/28/2023 NO NUMBER N.changesauthcnied unless appi—edby S1.3 the Building Official NTS 9 ABBREVIATIONS NTS 3 i fora 1430 NE Street Se.t Seattle, 81 t: 206-32A 92-1732 32 fora.land Fora Landscape Architects I IyD s EOy- .q W0�,�28112� RSIO(NSA18L"6t'Olv PROJECT MANAGEMENT: ROCK PROJECT MANAGEMENT (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECTURE: DVKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426-2600 ELECTRICAUPLUMBING: METRIX ENGINEERING (206) PICNIC SHELTER STRRUUCTT 22 U RRALAL: SEE 3/S2.2 SEATTLE STRUCTURAL PS INC. &3/S2.3 (206)348-3000 N� LC/'L I..L ❑ STAGE } SEE 9/S2.2 &9/S2.3 DO Z N � Q 0 o . O � i F:L]F ❑ U Q Ld Z � 0 za 0UUU UUU ❑ � w m O o U i DATE 9/15/23 DRAWN CHECKED REVISIONS: PERMIT SET 9128/23 95%CD 10/09/23 BID SET 10/20/23 N City of Arlington SITE PLAN Building Department APPROVED Kevin Olander-11/28/2023 No changes aWh.n-d 2.unless approved by the Building Official S SITE PLAN ill=20r-0a 3 fora 1430 HE 65th Street Seattle,WA 98115 t: 206-322-1732 fora.land Fora Landscape Architects a�B.a 12,_ „ 23'-0" 'Po ,�2su2 SLAB PROJECT MANAGEMENT: �---�---� ---�---� EDGE --------� ROCK PROJECT MANAGEMENT�---t---� �---t---� (426)672-6878 LANDSCAPE ARCHITECTURE: I I I I I I I I I FORA LANDSCAPE ARCHITECTS I (208)322-1732 ARCHITECTURE: OV5 259-ARCHITECTS -+--- ♦- ----i---I --- - ---+-------------------+--- - ---+ ^ PA I 3/S4.1 CIVIL: SA ----- - I I I I I 3/S4.1 �---- - - � --- TYP JACOBSON CONSULTING ENGINEERS �? TYP (206)426-2600 ELECTRICALIPLUMBING: METRIX ENGINEERING L 1 —� r —+--- ---+---J T--- ---t---� (206)336-2822 STRUCTURAL: SEA TLLESTRUCTURAL PS INC. I I I I I I I ! 343-3000 I I I THICKENED L.L 71I T SLAB AT ❑ PARTITION,TYP /'►�/'► SEE CIVIL LL l ° A 6/S4.1 N , ! TYP E3 o z N ! LJ l N 00 HSS4X4X%8 PARTITION POST,TYP > ! I I o 0 0' ° U Q I I z z � 1 III ° -- — — �a I I I I I I LU m I ! L--J ! L---!-- ---!---J rn l HSS8X8X1/4 COLUMN,TYP I I � ! i CONCRETE PLINTH TYP o E, 4'-6" ^ m CONCRETE FOOTING,TYP TYP V J Cn DATE 1111123 �o a DRAWN SIB _—_—_ _—_ _ _—_ _ _ _—_—_—_—_ _ CHECKED REVISIONS: HSS8X8X'/4 PERMIT SET 9/28/23 L— — t---J — --t---� COLUMN,TYP �— t— CONCRETE SLAB 4'-6" BID E 10/20/23 CONCRETE FOOTING, PLINTH,TYP EDGE TYP BID SET 0/0/23 TYP City of Arlington FOUNDATION Building Department PLANS NOTE: APPROVED Kevin Olander-11/28/2023 1. 2 2 SEE CIVIL FOR SLAB INFORMATION No changes authorized unless approved by 2. COORDINATE PARTITION LOCATIONS WITH ARCHITECTURAL. the Building Official S STAGE FOUNDATION PLAN %,=1, 9 PICNIC SHELTER FOUNDATION V 3 fora 1430 HE 65th Street Seattle,WA 98115 t: 206-322-1732 tora.land Fora Landscape Architects a�S.a S1 S2 S3 ° 28 BIONAL>� 2'-0" - 12'-" 4' P1 PZ PROJECT MANAGEMENTROCK : LANDSCAPE CT MANAGEMENT LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)CHITS 2TURE -1732 ARCHITECTURE: 2'- " t 23-0" 2'- " DYKEMAN RCHITECTS SA - - - - - - - -- CIVILS)259-3161 &3161 JACOBSON CONSULTING ENGINEERS (206)426-2600 ELECTRIC EI ENGIN BI NG A (206)336-2822 O STRUCTURAL: 3/S3.1 V SEATTLE STRUCTURAL PS INC. (206)343-w - LUA 2/S3.1 Q w00 � N 5 J J Q Q W 111 C J J J m m O M N N LU �J U7 ED N O X� X� U Q LU A ^ ^ z 5 4.1 2X6 JOIST Z OPP SIM 8/S4.1 5/S4.1 � @24"O.C. LU MAX AT 0ROOF PLANE 06 LUEL 5 < SHEATHING D PB —— — - O v A.1 U) E TYP d DATE 9/15/23 < HSS8X8X1/4 V.PLYWOOD DRAWN ----_ COLUMN,TYP TIMBER TRUSS SHEATHING CHECKED ^ OVER GLULAM BEAM,TYP REVISIONS: 1/S4.1 TYP PERMIT SET 9/28/23 EDGE OF CLERESTORY ssi cD 0/09/23 HSS8X8X%4 2X10 RAFFTERS BID ser o/zo/z3 COLUMN,TYP @ 24"O.C.MAX I � I BuCd ngity fDerpartment lington ROOF FRAMING APPROVED PLANS Kevin Olander-11/28/2023 No changes authorized unless approved by "�^^ the Building Official S2 STAGE ROOF FRAMING PLAN w=1, 9 PICNIC SHELTER ROOF FRAMING PLAN %.1 3 2/S4.2 EA SIDE fora Ye TYP ALL I 1430 NE 65th Street HSS4X4X I I Settle,WA 98115 t: 206-322-1732 foradand HSS2X2XY8 HSS2X2X%a I I Far.L.ndsoupe � I 2X6 @ 24"O.C.MAX Architects I 12 ES ES 12 1 TIMBER TRUSS s a TYP 1/e TYP ALL 4� ALL ------- ---- I Q 5 odl� �6 — ° SZ SZ 2 2 co 2 2 co N /— co cco co V) co oco co m cn M ----- — �. —L----- x x x x x x At / � i- I —— ------------ ------ ------ ------------------4-- HSS2X2X a HSS2X2X a I I I\ I I PROJECT MANAGEMENT: I I ROCK PROJECT MANAGEMENT 3/S4.2 LANDSCAPE� --- TECTURE FORA LANDSI CAPEARCHITECTS ---- ---- 7/S4.2 10/S4.2 (206)322-1732 ARCHITECTURES OPP-SIM. DYKEMAN ARCHITECTS ES 5%i'X18"GLULAM CIVIL:) TYP ALL JACOBSON CONSULTING ENGINEERS 8 (206)4261600 ELECTRICAL/PLUMBING: METRIX ENGINEERING 33282 i+J HSS8X8X/ (4 STRRUCTUUCTURAALL fR : COLUMN,TYP (206)SEATTLE STRUCTURAL PS INC. (206)343-3000 6/S4.1 v I I CONCRETE PLINTH,TYP I I..L i 6'-4" 1'-8" i 6'-4" L--------L ----L CONCRETE SLAB L.L /// ON GRADE-SEE CONCRETE FOOTING,TYPJ 4'-6" CIVIL zM N DO N PARTITION FRAMING ELEVATION W-1'-0" 8 PICNIC SHELTER SECTION o , ES O ya TYP ALL S1 S2 S3 C) HSS4X4X e L Q ---- ———————— v HSS2X2X%a I I I I DO /----I—� 12 1 12 I 1 I ^O^ �4 4� 2X10@ 24"IO.C.MAX,TYP I..L 06 70 I I 11 C11 . a I I I -1N xv I I --*-- ---- 1 OD cn C co C� I I — ------ 5/S4.1 W x x x = I I I I �e O 5/S4.1 I I 1 5Y2"X21"GLU LAM T HSS2X2Xye -- OPP SIM I I BEAM,TYP O - 0 — — 8/S4.1 T&B Cn ya TYP ALL HSS8X8XYn COLUMN,TYP DATE 9/15na I I M DRAWN CHECKED CONCRETE 6/S4.1 PLINTH,TYP REVISIONS: V PERMITSET 9128/23 95%CD 10/09/23 BID SET 10/20/23 -- L-- J .L 10" 6'-2" 10" r-- I 1 r-- r-- L---1---J L---1---J 1---� CONCRETE SLAB T-10" ON GRADE-SEE ELEVATIONS & CONCRETE 4 6 CIVIL City of Arlington FOOTING,TYP Building Department SECTIONS APPROVED I Kevin Olander-11/28/2023 No changes authorized unless approved by S 3.1 the Building Official I PARTITION FRAMING ELEVATION STAGE SECTION °=1'0" 3 3 I 4" 5Yi'BEAM ree WIDE GLULAM fora TY 3 B PLY4X3X1'-1" 1430 HE 65th Stt /ts PL% S..ttle,WA 98115 is 206-322-1732 <.1 1%s'H HOLES tor0.I00d Fora Landscape Architects (2)PU14X4%"X1'_3„@ (3)Y4"0 5%"O.C. _ � � � BOLTS 3�B + �4 SEE DETAIL SIDE �G �o2811s� 16"0 HOLES 1Y" 3" 3" 5Yi'GLULAM BEAM SEAT aIONAL� PL/EA SIDE I FORS/"BOLTS 9" PL✓ BEAM SEE DETAIL 7/54.1 PROJECT MANAGEMENT: I I ��� ,/4 Py2X83�4XV-10" ROCK PROJECT MANAGEMENT (426)572-6878 10" LANDSCAPE ARCHITECTURE: H`S`58X6� FORA LANDSCAPE ARCHITECTS M COL (206)322-1732 ARCHITECTURE: DVKEMAN ARCHITECTS (425)25g-3161 CJACOBSON CONSULTING ENGINEERS v'I/ (206)426-2600 HSS8X8 "4'COLUMN ELECTRICA-LUMBING: W/CAP PL METRIX ENGINEERING (206)336-2822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. (206)343-3000 DETAIL 3" 10 DETAIL 3" 7 DETAIL 1Y„=1'-0" 4 DETAIL 1y2.=1'-0" 1' City of Arlington Building Department D*SIDE APPROVED Kevin Olander-11/28/2023 N NDch-g.—thonzedunle..-pp—dby /1 5/g'PLYWOOD the Building Offtial LL SHEATHING 12 DIAPHRAGM 4 � NAILING 5/8"PLYWOOD 1 ,2SHEATHING 2"TYP 7 NNLD �Q 2X10 RAFTERS 2X BLO@ 24"O.C. 2X BLOCKING5W/(2)SNG �O A34 EA " 2X10 RAFTERSM BEAM @ 24"O.C. 5Y2'"X21O SIMP GLULAM BEAM + + f , ._ H1A EA SIMPSON /4 , Q RAFTER,TYP H1A 4'_0" 2'-0" @ OPP SECTION A z PLY4 z I..L 06 DETAIL 1y"=r-0" 11 DETAIL Y4'=1'-0" 18 DETAIL =r-0" 5 I I W PLAY. 1"TYP (4)Y4"0 HSS8X8X4 � O + 1"TYP ANCHORS O 0 q 1y"GROUT 0) HILTI KWIK 1— BASE PL4" I I � CONC.SLAB ON � BOLT TZ + + ISOLATION GRADE SEE CIVIL � /6 JOINT SECTION A DATE 9/15/23 DRAWN HSS4X4X1/8 CHECKED #4©@ 6"O.C. REVISIONS: Z � PERMIT SET 9/28/23 o A o 95%CD 10/09/23 m g BASE PLy BID SET 10/20/23 w 1"GROUT o • An l I 1'-2'ISQ DETAILS THICKENED (5)#6 EW SLAB-SEE CIVIL 4'-6"SQ S4.1 I X,.=1,_o,. 12 r ro" 9 DETAIL ,y"=1,_0„ 6 DETAIL 1Yi'=1'o" 3 I DIAPHRAGM fora NAILING 2X6 JOIST 4X8 TRUSS 143D HE A Street Seattle, 2 98115 24"O.C.MAX ft I.rcl z-naz fora.land PLY,TYP BLOCKING FOR + Fora Landscape WOOD CEILING Architect. + + 5/8"PLYWOOD SHEATHING d�s.a M M + 1Ys"O WOOD CEILING + + + 2XBLOCKING HOLE - n TYP n 0 0 0 + + + zeuz CONN.PL P1 G2s oN EA SIDE 4Yz" 3Yz" 3Yz" �,ly? 2X BLOCKING BETWEEN TRUSSES ° PROJECT MANAGEMENT: Y2 (426)5]2-6818 " 2X6 JOIST @ 2'-0"O.C.MAX ROCK PROJECT MANAGEMENT 1 3" P3 ° LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS 322-1732 SEE DETAIL 8/S4.1 (2)SIMPSON A34 s ARCH P1 ITECTURE: FOR TRUSS CONN EA 2X /B PLYWOOD DYKEMAN ARCHITECTS SHEATHING (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS O (206)426-2600 5Y2"X18"GLULAM BEAM ELECTRIC TRIXENGINEERING 0 /4'CONN.PL P5 (206)336-2822 EA SIDE STRUCTURAL: 4X6 SEATTLE STRUCTURAL PS INC. (206)343-3000 DETAIL 1Y2"=1'-0" 7 � I 4X8 TRUSS TOP CHORD Q CONN.PL P3 0 SEE 12/S4.2 PLYWOOD i 3" + SHEATHING 0 1Y2"` 11/2 + WOOD M m +/Z CELING N zo N M w + + + 0 D � y� M ---e--e-— CONN.PL P2 Lil4X6 4X8 G ¢Q EA SIDE I TYa "TYP 5 4X8TRUSS WOOD L p STEEL CONN.SEAT BOTTOM GEEING O 1Y2" SEE DETAIL CHORD 1 4X8�- Yz" 3Yz" 3Yz" 3Yz' 3Yz' 10/S4.1 v N P2 P4 5Y2"X 18" CL TRUSS `GLULAz BEAM 1 BEAM *I'/ Z � NOTE:SEE 12/S4.2 FOR CONNECTIONS PLATE DETAILS O Yz"=1'-0" g W °� DETAIL 1 DETAIL 1Yz'"=1'-0" 2 >- � I DIAPHRAGM NAILING TO TRUSSES AND %a'PLYWOOD SHEATHING O JOISTS 51/4' O a 12 V J Cn 12 4 5 4X6 DATE 9/15/23 3 n DRAWN 2x6 ROOF JOISTS \'� CHECKED @ 24"OC.MAX i REVISIONS: �� � �� SIMPSON JOIST HANGER �- \ PERMIT SET 9/28/23 95%CD 10/09/23 BID SET 10/20/23 TIMBER ROOF TRUSS 1Yz" 3" -- - - - - - - - ------- — �— --------------------- P5 City of Arlington DETAILS CONN.PL P4 EA 4X8 TRUSS Building Department APPROVED SIDE-SEE DETAIL BOTTOM Kevin Olander-11/28/2023 121S4.2 N—hange"1M1e Bpiltle 9 OI—.ppm,d by J�1 4 DETAIL 1Y"=1'-a' 172-1 DETAIL 1Yz"=1'-O"F9 DETAIL 1Y2"=- '-a' 3 REFERENCE SYMBOLS POWER SYMBOLS ABBREVIATIONS: ELECTRICAL GENERAL NOTES: NEW ELECTRICAL WORK TP GROUND BAR 1P 1 POLE(2P,3P,4P,ETC.) GENERAL: 23. PROVIDE EQUIPMENT THAT FITS INTO SPACE fora MAX MAXIMUM ALLOTTED AND ALLOWS ADEQUATETE A ACCEPTABLE A AMPERE MAG.S MAGNETIC STARTER 1. COORDINATE ELECTRICAL WORK WITH MECHANICAL, CLEARANCE FOR INSTALLATION,REPLACEMENT, EXISTING ELECTRICAL WORK 4 JUNCTION BOX AC ABOVE COUNTER M/C MOMENTARY CONTACT ARCHITECTURAL,STRUCTURAL,CIVIL AND ENTRY,SERVICING AND MAINTENANCE.COORDINATE ACLG ABOVE CEILING MC MECHANICAL CONTRACTOR LANDSCAPE WORK SHOWN ON OTHER CONTRACT WITH OTHER TRADES TO ENSURE NO CONFLICT WITH 1430 NE 65th Street JUNCTION BOX CEILING ADO AUTOMATIC DOOR OPENER MCB MAIN CIRCUIT BREAKER DOCUMENTS.PROVIDE ADDITIONAL OFFSETS FOR REQUIRED CLEARANCES. 5e0M,WA 98115 ------- ENLARGED PLAN BORDER UNG AF AMP FRAME MCC MOTOR CONTROL CENTER COORDINATED INSTALLATION WHERE REQUIRED. t. 206-322-1732 AFF ABOVE FINISHED FLOOR MDC MAIN DISTRIBUTION CENTER 24. BUILDING SPACE IS LIMITED.STRONG ATTENTION TO fora land JUNCTION BOX FLOOR AFG ABOVE FINISHED GRADE MDP MAIN DISTRIBUTION PANEL 2. FIELD COORDINATE FINAL MECHANICAL AND DETAIL AND CARE MUST BE TAKEN WHEN DEVELOPING AFI ARC FAULT CIRCUIT INTERRUPTER MFR MANUFACTURER EQUIPMENT LOCATIONS ALONG WITH CONNECTION SHOP DRAWING SO ROUTING IS COORDINATED WITH Fora L�rdcape MATCHLINE REQUIREMENTS AND CONTROL WIRING PRIOR TO OTHER DISCIPLINES. Ar<r,ttecs AHU AIR HANDLING UNIT MFS MAIN FUSED DISCONNECT SW ROUGH-IN. $ POWER SWITCH AL ALUMINUM MH MANHOLE 25. MATERIALS WITHIN PLENUMS SHALL BE _` t ALT ALTERNATE MIC MICROPHONE 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDE ALL LINE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD r'l„M A� P AMP AMPERE MIN C. MINIMUM Q. OF d$yj n DUPLEX RECEPTACLE FLOOR VOLTAGE CIRCUITING AND CONNECTIONS TO INDEX OF NOT MORE THAN 25 AND A ITEM TO BE REMOVED AMPL AMPLIFIER MISC MISCELLANEOUS MECHANICAL EQUIPMENT,PACKAGED UNITS, SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 Jt ANNUN ANNUNCIATOR MLO MAIN LUGS ONLY CONTROL PANELS,MOTOR STARTERS,MOTOR WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR !�1 DUPLEX RECEPTACLE WALL AQ-STA APPROXIMATELY MMS MANUAL MOTOR STARTER AQ-STAY AQUASTAT MOA MULTIOUTLET ASSEMBLY CONTROLLERS,VARIABLE FREQUENCY DRIVES AND UL 723. AREA NOT IN CONTRACT XX" MOUNTING HEIGHT SIMILAR EQUIPMENT.COORDINATE ADDITIONAL G-GROUND FAULT CIRCUIT INTERRUPTER AS ARCH ARCHITECT,ARCHITECTURAL MSP MOTOR STARTER PANELBOARD A WITCH MSBD MAIN SWITCHBOARD REQUIREMENTS WITH CONTROLS CONTRACTOR. EXISTING ELECTRICAL: 20100364 WP=WEATHERPROOF AT AMPMP TRIP MT MOUNT 4. COORDINATE EQUIPMENT CONNECTIONS WITH 1. WORK SHALL BE PERFORMED IN A CLEAN AND C=CONTROLLED ATS AUTOMATIC TRANSFER SWITCH MT.0 EMPTY CONDUIT MANUFACTURERS'CERTIFIED DRAWINGS. WORKMANLIKE MANNER.CARE SHALL BE EXERCISED I E13-1 AUTO AUTOMATIC MTS MANUAL TRANSFER SWITCH TO MINIMIZE ANY INCONVENIENCE OR DISTURBANCE at MATCHLINE ARROW AUX AUXILIARY MTR MOTOR,MOTORIZED 5. COORDINATE ELECTRICAL,COMMUNICATIONS,AND TO OTHER AREAS OF THE BUILDING WHICH ARE TO ® FOURPLEX RECEPTACLE FLOOR AV AUDIOVISUAL N.C. NORMALLY CLOSED ELECTRONIC SAFETY AND SECURITY WORK PRIOR TO REMAIN IN OPERATION.ISOLATE WORK AREAS BY PROJECT MANAGEMENT: AWG AMERICAN WIRE GAUGE NEC NATIONAL ELECTRICAL CODE INSTALLATION.EQUIPMENT ACCESS TAKES MEANS OF TEMPORARY PARTITIONS AND/OR TARPS ROCK PROJECT MANAGEMENT ��yy NEMA NATIONAL ELECTRICAL MANUFACTURER'S PRECEDENCE OVER CONDUIT FOR AVAILABLE SPACE. 1NDSCAPEAR �{p FOURPLEX RECEPTACLE CEILING BATT BATTERY ASSOCIATION TO KEEP DUST AND WITHIN THE CONSTRUCTION FORA LAND CAPEARCHITECTS BD BOARD NFDS NON-FUSED SAFETY DISCONNECT SWITCH 6. WHERE USED,THE TERM"PROVIDE"SHALL MEAN AREA. (206)322-1732 BLDG BUILDING NIC NOT IN CONTRACT "FURNISH AND INSTALL". 2. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT ARCHITECTURE: 1 FOURPLEX RECEPTACLE WALL DYKEMAN ARCHITECTS SECTION IDENTIFIER BMS BUILDING MANAGEMENT SYSTEM NIL NIGHT LIGHT BE REUSED IN NEW SYSTEMS,EXCEPT WHERE (425)259-3161 E-001 7. PROVIDE CONDUCTORS OPERATING AT 50 VOLTS OR N.O. NORMALLY OPEN INDICATED AS BEING RELOCATED. CIVIL: ® SPECIAL RECEPTACLE CEILING C CONDUIT NPF NORMAL POWER FACTOR GREATER IN RACEWAY.PROVIDE METAL RACEWAY JACOBSON CONSULTING ENGINEERS CAB CABINET NTS NOT TO SCALE WITHIN THE STRUCTURE ABOVE THE FLOOR SLAB. 3. WHERE INDICATED,CONDUIT OR PORTIONS OF (206)426-2600 PROVIDE PVC RACEWAY BELOW THE FLOOR SLAB AND CONDUIT SHALL BE REUSED.REFER TO DRAWING eLecrRCAvaLUM6INc: ® SPECIAL RECEPTACLE FLOOR CAT CATALOG METRIX ENGINEERS 1 CAN CABLE TELEVISION OH OVERHEAD UNDERGROUND RACEWAY OUTSIDE THE STRUCTURE. PLANS FOR POINTS OF CONNECTIONS. (425)336-2822 DETAIL OR DRAWING IDENTIFIER STRUCTURAL: E-001 CB CIRCUIT BREAKER OL OVERLOADS 8. CONDUIT AND WIRE IS NOT PERMITTED TO BE 4. PROVIDE TEMPORARY SUPPORT OF EXISTING SEATTLE STRUCTURAL PS INC. SPECIAL RECEPTACLE WALL CCTV CLOSED CIRCUIT TELEVISION INSTALLED BELOW FLOOR SLAB UNLESS INDICATED ELECTRICAL SYSTEMS WHERE REQUIRED BY (206)343-3000 CCT CIRCUIT PA PUBLIC ADDRESS ON PLAN BY DASHED CONDUIT. DEMOLITION OR ALTERATION OF EXISTING iQ REVISION TAG CLG CEILING PB PULL BOX OR PUSHBUTTON STRUCTURE DURING CONSTRUCTION.COORDINATE TRANSFORMER COMB COMBINATION PE PNEUMATIC ELECTRIC 9. LEAVE THE SITE CLEAN AND READY FOR OCCUPANCY. WITH GENERAL CONTRACTOR AND PROVIDE ALL CMPR COMPRESSOR PED PEDESTAL REMOVE DIRT,DEBRIS,EMPTY CARTONS,TOOLS, NECESSARY CONDUIT AND EQUIPMENT SUPPORTS AHU-XXX EQUIPMENT IDENTIFIER 'O SAFETY DISCONNECT SWITCH FUSED CONN CONNECTION PF POWER FACTOR CONDUIT AND WIRE SCRAPS AND MISCELLANEOUS (FUSED) AND HANGERS TO MAINTAIN INTEGRITY,SAFETY AND CONS7 CONSTRUCTION PH PHASE SPARE EQUIPMENT AND MATERIALS USED IN THIS PROPER OPERATION OF EXISTING ELECTRICAL CONS CONTINUATION OR CONTINUOUS PIV POST INDICATING VALVE DIVISION OF THE WORK DURING CONSTRUCTION. SYSTEMS FOR THE DURATION OF THE WORK. 6 PANELBOARD CONTR CONTRACTOR PNL PANEL COMPONENTS SHALL BE FREE OF DUST,GRIT AND SHEET NOTE CONV CONVECTOR PP POWER POLE FOREIGN MATERIALS AND LEFT AS NEW BEFORE FINAL DEMOLITION: CP CIRCULATING PUMP PR PAIR ACCEPTANCE OF WORK. ® EQUIPMENT CONNECTION.REFER TO CRT CATHODE-RAY TUBE PRI PRIMARY 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MOTOR AND EQUIPMENT SCHEDULE FOR CT CURRENT TRANSFORMER PROJ PROJECTION 10. PERFORM WORK TO COMPLY WITH THE STANDARD COORDINATE DEMOLITION/INSTALLATION OF NORTH ARROW REQUIREMENTS CTR CENTER PRV POWER ROOF VENTILATOR PRACTICES FOR GOOD WORKMANSHIP PUBLISHED BY ELECTRICAL SYSTEMS AND THOSE REQUIRING CU COPPER PT POTENTIAL TRANSFORMER NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION ELECTRICAL CONNECTIONS TO MAINTAIN NEC PVC POLYVINYL CHLORIDE(CONDUIT) (NECA).COMPLY WITH THE LATEST ENFORCED REQUIRED CLEARANCES,INCLUDED BY NOT LIMITED DCP DOMESTIC WATER CIRCULATING PUMP PWR POWER EDITION OF THE NATIONAL ELECTRICAL CODE(NEC), TO AREAS ABOVE ACCESSIBLE CEILINGS. LIGHTING SYMBOLS DEPT DEPARTMENT LOCAL CODES,AMENDMENTS,AND ORDINANCES. DET DETAIL QUAN QUANTITY 2. COORDINATE WITH OTHER TRADES FOR PROPER 7� RACEWAY SYMBOLS o CAL RK UNDER THE DISC DISCONNECT RCPT RECEPTACLE A DIAMETER11 SUPERVISION OF A. PERFORM I L CENSED MASTER ELECTRICIAN. DRAWINGS OF OTHDEMOLITION OF QER TRADES OR CRAFTS TO AVOID ! (V UIPMENT.CONSULT THE $ DIMMER SWITCH DIST DISTRIBUTION REQD REQUIRED PROCURE PERMITS AND LICENSES AND PAY FEES CONFLICTS WITH EQUIPMENT,ETC.RESOLVE 00 ON DOWN RM ROOM ASSOCIATED WITH THIS WORK. CONFLICTS PRIOR TO ROUGH-IN AND AT NO a CONDUIT IN CEILING OR WALL $K KEYED SWITCH DPR DAMPER RSC RIGID STEEL CONDUIT 12. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING ALL ADDITIONAL COST TO THE OWNER. DS SAFETY DISCONNECT SWITCH RTU ROOF TOP UNIT C Q CONDUIT IN FLOOR OR BELOW GRADE ® OCCUPANCY SENSOR CEILING DT DOUBLE THROW DOCUMENTATION REQUIRED TO CITY OF ARLINGTON 3. TAKE CAUTION IN DEMOLITION OF ELECTRICAL c - - - - - DWG DRAWING SC SURFACE CONDUIT FOR PERMITTING.COORDINATE WITH ENGINEER FOR EQUIPMENT. SEC SECONDARY ANY ADDITIONAL DOCUMENTATION. EC ELECTRICAL CONTRACTOR SHT SHEET 4. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE O 4PN-102/1 3 g OCCUPANCY SENSOR WALL 13. PROVIDE NEW,COMMERCIAL GRADE MATERIALS OF ALL CONDUIT AND EQUIPMENT INDICATED ON �L\\ EL ELECTRIC,ELECTRICAL Sim SIMILAR FURNISHED FOR THIS PROJECT THAT ARE FREE OF DRAWINGS INCLUDING ALL ASSOCIATED HANGERS, O ELEV ELEVATOR S/N SOLID NEUTRAL DEFECTS,AND LISTED BY A NATIONALLY RECOGNIZED HOME RUN 70 BRANCH CIRCUIT PANELBOARD $ SINGLE POLE SWITCH ELU EMERGENCY LIGHTING UNIT SPEC SPECIFICATION WIREMOLD,WIRING,DEVICES,CONTROLS,AND _ TESTING LABORATORY UNO. APPURTENANCES ASSOCIATED WITH EACH PIECE OF EM EMERGENCY SPKR SPEAKER EQUIPMENT. U Q $3 THREE-WAY SWITCH EMS ENERGY MANAGEMENT SYSTEM SP SPARE 14. CONTRACTOR IS RESPONSIBLE FOR WIRING EMT ELECTRICAL METALLIC TUBING SR SURFACE RACEWAY ELECTRICAL ITEMS SHOWN ON DRAWINGS. 5. EXISTING CONTROL PATHWAYS MAY BE RE-USED. CABLE TRAY-LADDER TYPE COORDINATE CONTROLS DEMO WORK PRIOR TO EP ELECTRIC PNEUMATIC SS STAINLESS STEEL Z $m OCCUPANCY SENSOR SWITCH EQUIP EQUIPMENT SSW SELECTOR SWITCH 15. PROVIDE 4"MINIMUM CONCRETE BASES DEMOLITION. EWC ELECTRIC WATER COOLER S/S STOP/START PUSHBUTTONS (HOUSEKEEPING PADS)UNDER FLOOR MOUNTED a EXIST EXISTING STA STATION ELECTRICAL EQUIPMENT.THIS INCLUDES,BUT IS NOT 6. WHERE EXISTING ITEMS PENETRATE A WALL OR ROOF, /'+ $E TIMER SWITCH EXH EXHAUST STD STANDARD LIMITED TO SWITCHBOARDS,TRANSFORMERS,AND CONTRACTOR SHALL PROVIDE INFILL AT(E) DIAGRAM SYMBOLS EX EXPLOSION PROOF SURF SURFACE MOUNTED MOTOR CONTROL CENTERS.COMPLY WITH PENETRATIONS THROUGH WALL/ROOF WITH LIKE EXIT SIGN SW SWITCH REQUIREMENTS FOR EQUIPMENT BASES AND MATERIALS.PATCH&REPAIR TO MATCH O FA FIRE ALARM SWBD SWITCHBOARD FOUNDATIONS SPECIFIED IN DIVISION 03. SURROUNDING SURFACES INCLUDING PAINT. o\ o FA BP FIRE ALARM BOOSTER POWER SYM SYMMETRICAL /) CIRCUIT BREAKER FABP FIRE ALARM CONTROL PANEL SYS SYSTEM 16. COORDINATE ATTACHMENTS TO STRUCTURE TO 7. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT LINEAR FIXTURE FCU FAN COIL UNIT VERIFY THAT ATTACHMENT POINTS ON EQUIPMENT 06 o OF EXISTING ELECTRICAL EQUIPMENT WHERE STRIP LUMINAIRE FIXT FIXTURE TEL TELEPHONE AND STRUCTURE CAN ACCEPT SEISMIC,WEIGHT,AND REQUIRED BY DEMOLITION OR ALTERATION OF FLR FLOOR 7EL/DATA TELEPHONE/DATA OTHER LOADS IMPOSED. EXISTING STRUCTURE DURING CONSTRUCTION. > FLUOR FLUORESCENT TERM TERMINAL COORDINATE WITH GC AND PROVIDE NECESSARY GF GROUND FAULT RELAY IS BOLLARD FU FUSE TL TWIST LOCK 17. MAINTAIN INDICATED FIRE AND SMOKE RATING OF SUPPORTS AND HANGERS TO MAINTAIN INTEGRITY, W CD rZ FUDS FUSED SAFETY DISCONNECT SWITCH TR TAMPER RESISTANT WALLS,PARTITIONS,CEILINGS,AND FLOORS AT SAFETY AND PROPER OPERATION OF EXISTING WALL LUMINAIRE T-STAT THERMOSTAT ELECTRICAL PENETRATIONS.SEAL PENETRATIONS ELECTRICAL O SYSTEMS. i O METER GA GAUGE TTC TELEPHONE TERMINAL CABINET WITH FIRESTOP MATERIAL.PROVIDE MATERIAL IN ii m DOUBLE-SIDED EXIT SIGN GAL GALLON N S TELEVIION ACCORDANCE WITH ASTM E 814 AND ILL 1479 3M OR 8. THE OWNER HAS THE RIGHT TO RETAIN OWNERSHIP D- GALV GALVANIZED MC TELEVISION TERMINAL CABINET APPROVED.COMPLY WITH REQUIREMENTS SPECIFIED OF ANY MATERIALS BEING REMOVED.DELIVER ITEMS Y O T L„�,�J,J ® SINGLE-SIDED EXIT SIGN GC GENERAL CONTRACTOR TYP TYPICAL IN DIVISION 07. TO THE OWNER'S REPRESENTATIVE AS INDICATED IN TRANSFORMER 0m GEN GENERATOR THE CONTRACT DOCUMENTS.NOTIFY OWNER IN C O GFI GROUND FAULT CIRCUIT INTERRUPTER UC UNDER COUNTER 18. PROVIDE AL PENOCKINGETRATIONS AND DRAFT STOPPING AT WRITING AT LEAST 7 DAYS IN ADVANCE OF G ® PHOTOCELL ELECTRICAL PENETRATIONS IN COMBUSTIBLE E GFP GROUND FAULT PROTECTOR UE UNDERGROUND ELECTRICAL DEMOLITION. 'A � GROUND GND GROUND UG UNDERGROUND BUILDING ING CODE CEALED ACES PER THE INTERNATIONAL V/1 GRS GALVANIZED RIGID STEEL(CONDUIT) UH UNIT HEATER GYP BD GYPSUM BOARD UNO UNLESS NOTED OTHERWISE 19. REFER TO TYPICAL DETAILS PROVIDED IN THIS 3 SECURITY SYMBOLS UT UNDERGROUND TELEPHONE DRAWING SET FOR EQUIPMENT INSTALLATION. CURRENTTRANSFORMER HOA HANDS-OFF-AUTOMATIC SWITCH UTIL UTILITY HORIZ HORIZONTAL UV ULTRAVIOLET CONTRACTOR IS RESPONSIBLE FOR CONFORMANCE DATE 9/21/23 WITH DETAILS. CAMERA HP HORSEPOWER DRAWN BCP SPD SURGE PROTECTIVE DEVICE HPF HIGH POWER FACTOR V VOLT 20. LOCATIONS AND SIZES OF FLOOR,WALL,AND ROOF HT HEIGHT VA VOLT-AMPERES OPENINGS SHALL BE COORDINATED WITH OTHER CHECKED BCP HTG HEATING VDT VIDEO DISPLAY TERMINAL TRADES INVOLVED.INCLUDE IN THE COST OF HTR HEATER VERT VERTICAL ELECTRICAL WORK,CUTTING,CORING,PATCHING AND REVISIONS: 0NSS TRANSIENT VOLTAGE SURGE SUPPRESSOR HV HIGH VOLTAGE VFD VARIABLE FREQUENCY DRIVE PAINTING OF EXISTING WALLS,CEILINGS,FLOORS AND PERMIT SET 9/28/23 HVAC HEATING,VENTILATING AND AIR VOL VOLUME ROOFS AS REQUIRED TO ACCOMMODATE WORK AS CONDITIONING INDICATED IN THE ELECTRICAL CONTRACT 95%CD 10/09/23 p W WATT DOCUMENTS,UNLESS SPECIFICALLY SHOWN ON \b TRANSFER SWITCH IC INTERRUPTING CAPACITY W/ WITH ARCHITECTURAL DRAWINGS. BID SET 10/20/23 IG ISOLATED GROUND WIG WIRE GUARD ELECTRICAL SHEET INDEX IMC INTERMEDIATE METAL CONDUIT WH WATER HEATER 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE XX.XKAICX FAULT CURRENT TAG EO.01 ELECTRICAL LEGEND AND NOTES INCAND CANDESCENT W/O WITHOUT SAFEKEEPING OF THEIR OWN PROPERTY ON THE JOB I IN R INFRARED WP WEATHERPROOF SITE.OWNER ASSUMES NO RESPONSIBILITY FOR EO.02 ELECTRICAL SCHEDULES&ONE-LINE IAN INTERLOCK WITH PROTECTION OF PROPERTIES AGAINST FIRE,THEFT XFMR TRANSFORMER AND ENVIRONMENTAL CONDITIONS. ELECTRICAL E1.00 OVERALL ELECTRICAL SITE PLAN J-BOX JUNCTION BOX XFR TRANSFER City of Arlington FUSED SWITCH 4 22. CLEAN THE JOB SITE DAILY AND REMOVE FROM THE E1.01 PARTIAL ELECTRICAL SITE PLAN LEGEND AND KV KILOVOLT ANGLE PREMISES ANY DIRT AND DEBRIS CAUSE BY THE Building Department E1.02 PARTIAL ELECTRICAL SITE PLAN KVA KILOVOLT-AMPERE PERFORMANCE OF THE WORK INCLUDED IN THIS NOTES KVAR KILOVOLT-AMPERE REACTIVE A DELTA CONTRACT.BEFORE SUBSTANTIAL COMPLETION, APPROVED E1.03 PARTIAL ELECTRICAL SITE PLAN SINGLE POLE SINGLE THROW SWITCH KW KILOWATT FEET CLEAN EQUIPMENT,FIXTURES,EXPOSED CONDUIT Kevin Olander-11/28/2023 ( E9.01 ELECTRICAL DETAILS KWH KILOWATT HOUR INCHES AND SIMILAR ITEMS. No changes authorized unless approved by # NUMBER LOC LOCATE OR LOCATION 0 PHASE the Building Official O.O LT LIGHT C CENTER LINE FUSE LTG LIGHTING P PLATE - -LV _LOW VOLTAGE J I I fora I FLAG NOTES: 1430 NE 65th Street PROVIDE GROUNDING ELECTRODE SYSTEM PER NEC Seattle,WA 98115 S ttl,W 2-1732 15 250.50. fora land Fora Lardscape Ar<hl,e- I C. $yQ�aT I 1 sr3II��• ,� 7DrrA1,� 1 ti LUMINAIRE SCHEDULE a PROJECT MANAGEMENT: CONSTRUCTION LIGHT SOURCE ELECTRICAL PRODUCT ROCKP-6878 MANAGEMENT LANDSCAPE ARCHITECTURE: TYPE DESCRIPTION LENSILOUVER MOUNTING LAMP LUMENS DOWN CCT CRI BALLAST/DRIVER VOLTAGE WATTS MANUFACTURER MODEL NOTE FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECTURE: Si SINGLE HEAD AREA LIGHT WITH 15'POLE -- POLE LED 9423 4000 K 80 LED DRIVER,0-10V 1%DIMMABLE 120 V 92 LUMENPULSE ALLEGRA MEDIUM:ALG7200-120-CSL-M110-40K-CRI 80-2-BK-DIM-P4-CS12 DYKEMAN ARCHITECTS (425)259-3161 S2 DOUBLE HEAD AREA LIGHT WITH 15'POLE -- POLE LED 18846 4000 K 80 LED DRIVER,0-10V 1%DIMMABLE 120 V 184 LUMENPULSE ALLEGRA MEDIUM:ALG7200-120-CSL-M110-40K-CRI 80-2-BK-DIM-P4-CS12 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426-2600 S3 CATENARY LIGHTING -- SUSPENDED LED 1033 4000 K 80 LED DRIVER,0-10V 1%DIMMABLE 120 V 15 RAGNI LAMPION:LAM-S-1-4-35-12-1-C-BLK-BLK ELECTRICnUPLUMBING: METRIX ENGINEERS R1 6"RECESSED DOWNLIGHT -- RECESSED LED 1100 4000 K 90 LED DRIVER,0-10V 1%DIMMABLE 120 V 13 CURRENT PRESCOLITE:LBSES-6RD-CS9-WH STRUCTURAL22 SEATTLE STRUCTURAL PS INC. W1 FLOOD LIGHT WITH MOTION SENSOR -- SURFACE LED 2730 5000 K 90 LED DRIVER 120 V 35.5 WAC WP-LED335-50-ABK-MS-120-GY PROVIDE WITH PHOTO AND MOTION SENSOR. (206)343-3000 PANEL: 1 N2-1 EXISTING A' LOCATION: RESTROOM MANUFACTURER: VOLTAGE: 240/120V AIC RATING: 22K ' r BLDG 1..` SUPPLY FROM: UTILITY CAT.# PHASES: 1 MAINS TYPE: MAIN CIRCUIT BREAKER I MOUNTING: SURFACE WIRES: 3 MAINS RATING: 400A NEMA RATING: TYPE 1 NEUTRAL RATING: 100% n BUSSING: CU �. CCT CIRCUIT DESCRIPTION RATING POLES A(kVA) B(kVA) POLES RATING CIRCUIT DESCRIPTION CCT 1 REC:RESTROOM BLDG 20A 1 0.90 0.18 1 20A LTG:RESTROOM BLDG 2 3 RESTROOM BLDG EXHAUST FANS 20A 1 1.18 0.10 1 20A 4 _ 5 RESTROOM BLDG UNIT HEATERS 20A 1 1.18 0.20 1 20A 6 7 20A 1 0.72 0.47 1 20A LTG:PLAZA ATENA Y 8 Z N 9 20 A 1 0.72 1.13 1 20A LTG:SOUTH SITE POLES 10 N 11 20 A 2 1.25 0.55 1 20A LTG:NORTH SITE POLES 12 a) 13 - - - 1.25 0.00 2 100A FUTURE EV 14 15 20A 2 1.25 0.00 - . . 16 CT CABINET L Q 17 - - - 1.25 0.00 2 100A FUTURE EV 18 PANEL 19 20A 2 1.25 0.00 - - - 20 1N2-1 21 - - - 1.25 0.00 2 50A FUTURE EV 22 23 20A 2 1.25 0.00 - - - 24 400A MCB O 25 - - - 1.25 0.00 2 50 A FUTURE ELECTRIC BIKE CHARGER 26 I 12.6KAIC 240/120V O 0 27 20A 1 0.36 0.00 28 29 20A 1 1.08 0.00 1 20A SPARE 30 M 10,3W .L 33 20A 1 0.72 0.00 31 grc STAGE(NOTE 1) 20A 1 1.08 0.00 1 20A SPARE 34 I I0A SPARE 32 RR BLDG Q 0A SPARE 36 N 37 REC:PARK EQUIPMENT 20A 1 1.92 0.00 1.92 0.00 1 20A SPARE 38 L -1 Z(T_YP)' L�-I 39 IRRIGATION CONTROLLER 20A 1 0.20 0.00 1 20A SPARE 40 Z 41 RPBA HEATER 20A 1 1.00 0.00 1 20A SPARE 42 l a 43 SUMPPUMP 20A 1 1.00 0.00 1 20A SPARE 44 45 ART ELEMENT 20A 1 1.92 0.00 1 20A SPARE 46 L 47 IRRIGATION BOOSTER PUMP 20A 1 1.00 0.00 1 20A SPARE 48 49 SPARE 20A 1 0.00 0.00 1 20A SPARE 50 UTILITY PAD MOUNT XFMR O � 51 SPARE 20A 1 0.00 0.00 2 30A SPD 52 BYSNOPUD 53 SPARE 20A 1 0.00 0.00 54 75 KVA #2 CU(TYP) p� TOTAL LOAD: 15.94 kVA 13.58 kVA 12.47K0240/120V 10,3W TOTALA MPS: 132.81 A 113.14 A -O LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS BUILDING STEEL(TYP) LIGHTING 125% 2.62 kVA 125% 3.28 kVA 3/4"x10'GROU W m RECEPTACLES W0kVA 100° 5.58 kVA 100% 5.58 kVA TOTAL CONN.IkVAI, 29.51 kVA _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GROUND LEVEL C_ RECEPTACLES 1>10KVA 50% 0.00 kVA 50% 0.00 kVA TOTAL EST.DEMAND(kVA I: 30.17 kVA O LARGEST MOTOR 0.00 kVA 125% 0.00 kVA TOTAL CONN.(A: 122.98 A 0- MOTORS 4.35 kVA 100% 4.35 kVA TOTAL EST.DEMAND(A): 125.71 A O T KITCHEN EQUIPMENT 0.00 kVA 100% 0.00 kVA Y MISCELLANEOUS 16.96 kVA 100% 16.96 kVA O NOTES: SERVICE POINT �J� ) E I 1.PROVIDE(2)DPDT TOGGLE SWITCHES IN STAGE CONTROLS EQUIPMENT CABINET.ROUTE CIRCUITS 27,29 AND 31,33 THROUGH EACH SWITCH. 2.PROVIDE(1)DPDT TOGGLE SWITCH IN PICNIC SHELTER CONTROLS EQUIPMENT CABINET.ROUTE CIRCUITS 7,9 THROUGH SWITCH. 3.PROVIDE SPRING-WOUND TIMER SWITCH IN PICNIC SHELTER CONTROLS EQUIPMENT CABINET FOR HEATER. 4"C,3#6001CMIL(CU) 4.PROVIDE(3)SPST TOGGLE SWITCHES IN STAGE CONTROLS EQUIPMENT CABINET.REFER TO SHEET E1.01 FOR ADDITIONAL INFORMATION. 5.PROVIDE(1)SPST TOGGLE SWITCH IN PICNIC SHELTER CONTROLS CABINET. DATE 9121123 DRAWN BCP CHECKED BCP REVISIONS: ELECTRICAL ONE-LINE DIAGRAM DIAGRAM PERMIT SET 9/28/23 E0.02 SCALE:NONE 95%CD 10/09/23 BID SET 10/20/23 � I ELECTRICAL SCHEDULES& CdingDy of Department ONE-LINE Building Department APPROVED Kevin Olander-11/28/2023 CO.O� No changes authorized unless approved by C the Building Official - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J GENERAL NOTES: 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL fora STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. 2. COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES. 3. PROVIDE RIGID STEEL SWEEPS FOR ALL UNDERGROUND CONDUITS. 1430 NE 65th Street Seattle,WA 98115 4. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING tf 206-322-1732 o CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. fora land Fora Lardscape Archlt=__ I C. a I mix p.:,.vba ml ———————————————— m�1s1� Yen uxrss u PROJECT MANAGEMENT: ROCK P-6878 ROJECT MANAGEMENT LANDSCAPE ARCHITECTURE: vv FORA LANDSCAPE ARCHITECTS (208)322-1732 ARCHITECTURE: O DVKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS xsu Rp (206)426-2600 1 xnu�x p i 1 E I G:METR ENGINEERS — E1.01 E1.02— — — — — — — — — — — E1.03— — — — — —— — STRUCTURAL: SEATTLE STRUCTURAL PS INC. tPD�AM (425)336-2822 ll _ — � (206)3633000 RR 12� I R 2-1 r 24 — f I O 00 O L--1----J an DO ❑ I I I I I N ❑ I ZDO 6 j o 1Z - --- � a 0 0 D 0————— — �——— _——— — — L u = ---------- ------ - All -- - s, Dn — UQ I — — — s ,fs s S o G S GA wi) Z o �' W ap' W e,zroE:,z�or I uIsW I W 64Mv1 Z a u I p — $$� 5S $$ SS $$ $S— — —— — 778iH PL.N.E.np pn — —— — — � — — — w ® wP-b— urnscon[limcu[[)) % .3"� [arPl ,z ,:v[: wrm ___—_ —Y — — szowr 7 rmfi(vl — c� o' ,o nrPc w - — — a[aa- _ c rrr sen I ' I imlciAel f�/wuParm ® �® ®��) ®� 3❑oi O O u, [a�.,ze.w rav 0 otm 1,z 1111 p anrMa oKawwf ,m ooxx uawiw W m w,uscuE eavrcp a w ❑o 'ems`'°'n an anuoo_4 C_ �r�snµo-wmw. �nxa-www,p I O tpYf(M5)eiP[ro a snm, Y SOP— O .1 MP) ed ��—OP stta' o P .. DATE 9121123 $ � P�xrcmp woswu ® mp cawuu>Fp DRAWN BCP CHECKED BCP }, REVISIONS: o Y PERMIT SET 9/28/23 BID SET 10/20/23 -------- ---------------------------------------------------------------- I I ❑ OVERALL ELECTRICAL SITE PLAN m OVERALL E1.00 SCALE:1" 30'-0• ELECTRICAL City of Arlington Building Department SITE PLAN APPROVED Kevin slander-11/28/2023 E1 .00 No changes authorized unless approved by the Building Official _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — _ — — — _ — — — _ — — — _ — — — _ — — — _ — — — _ — — — _ — — _ _ — — — _ — — _ _ — — I GENERAL NOTES: 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. fora 2. COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES. 3. PROVIDE RIGID STEEL SWEEPS FOR ALL UNDERGROUND CONDUITS. 1430 NE 65th Street Seattle,WA 98115 W W t. 206-322-1732 Z z 4. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING fora land = = CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. o V Fora Lardscape 13'x24"HANDHOLE F � 5. INSTALL NEW UNDERGROUND CONDUITS MINIMUM 18"DEEP,UNLESS grcahe.-„_. NOTED OTHERWISE.PROVIDE IDENTIFICATION TAPE 12"BELOW GRADE. 10 DEC TWIN 12 CON - 24 FIR CIVIL STRUCTURAL AND LANDSCAPING ELEMENTS ARCHITECTURAL, ----- - _- _ Q---------- -------- - ----------- -------------- -__----- ---_------ --_ COORDINATE ROUTING WITH EXIST 0 o STING UTILITIES AND RAL WEA --- w w - - - - Q - - - - - - - - - - - 6. SEE SHEET E0.02 FOR SCHEDULES. 20"1I BRK FLAG NOTES: I 20 ----- ------ - - BRK ____ 1� PROVIDE(2)VC TO HANDHOLE ADJACENT TO STAGE.PROVIDE(2)DPDT SWITCHES �1�3.� y� FOR RECEPTACLES AND(3)SPST SWITCHES FOR LIGHTING.REFER TO DETAIL PINE 1 Si �� 1/E9.01 FOR ADDITIONAL CONTROL CABINET DETAILS. Q PROVIDE ASTRONOMICAL TIME CLOCK FOR SITE POLE LIGHTS IN RESTROOM a BUILDING,ADJACENT TO ELECTRICAL PANEL.REFER TO DETAIL 3/E9.01 FOR POLE PROJECT MANAGEMENT: ------- ____ _ TOE --- BASE DETAILS. ROCK PROJECT MANAGEMENT ------ ------- ----- ------ - (425)572-6878 ECTURE INDSCAPE CT I I PROVIDE SPOTLIGHT TYPE LUMINAIRE MOUNTED ON POLE FOR FLAG POLE FORA LANDSCAPE ARCHITECTS LIGHTING. (206)322-1732 ARCHITECTURE: PROVIDE VIDEO SURVEILLANCE CAMERA,PATHWAY,AND CABLING TO VIDEO DYKEMAN ARCHITECTS U I I SURVEILLANCE HEAD END.COORDINATE FINAL PATHWAY AND LOCATION WITH FAR CIVI 2113111 L:(425) b WEST TECHNOLOGIES PRIOR TO INSTALLATION. JACOBSON CONSULTING ENGINEERS (206)426-2600 PROVIDE ASTRONOMICAL TIME CLOCK FOR CATENARY LIGHTING IN RESTROOM ELECTRICnUPLUMBINc: BUILDING,ADJACENT TO ELECTRICAL PANEL. (4222 ERs (425)5)33fi-2 33-28IX GI I S3(TYP 2) STRUCTURAL: PROVIDE 1"C,2#12&1#12 EGC TO ART ELEMENT,CIRCUITED TO PANEL 1 Nz-1/45. SEATTLE STRUCTURAL Ps INC. I COORDINATE WITH LANDSCAPING FOR ADDITIONAL INFORMATION. (206)343-AK0 1N2-1/6c r-------- -. --------------W1 1N2-1/6c O �S3(TYP 2) F_- -- -= - - - I o ° W1 II O�� //// o ��� �(✓ I #lNN2-11O16b 1N2-1/6a 1N21 /6a RRoR1 1NN2-1/6a 1N2-1/6a2 /6 R7 R7 Z �ARTELEMENT 1N2-1/6b 1N2-1/6a 1N2-1/6a DO/ I R? G G D IRI RI 2 Q I 1N2-1/6 iN2-1/6a 1N2-1/6a 5 ON o Ro Rio f ART ELEMENTS ® I VC } ( ) �S3(TYP 2)FE I q I 2 1N2-1/6a 1N2-1/6a O C ' Ri Ri Ri I _J ` ap 1N21/6c---------- C1 ________ Z O 13"x24"HANDHOLE � M DD � m I 2 ENLARGED LIGHTING PLAN —STAGE 0 �, ® ® s S3(TYP 2) I E7.01 SCALE:1/8=1-0 06 I W -6 I t 47 ¢ -0 1' 0 O LL CIO o o LEI P�� ________yam_____________________________ I Y o _ I \\\\ \\ \� - --BRK--___----_----_---- -- BRK �� o ❑ wP9�P11I33 (A J V__ _ M. -- --y�Tl'P)2-I iN2-1/27 11`42-2 -------_------_ id31 _ 1N2-1/33e - - - - - _ - - --- .G M,G DATE 9121123 TT TT� sss ss s ss ss s 1 1 1 0 1 S _ s Ss SS ss s ss s ss SS I DRAWN BQP I ASO P)J GAS GAS A GAS 1/131 CHECKED GAS——GAS-_tG ISBCPGAS GAS GAS GAS AS2 iN21/29d 1N2- TE G P WP,G®Wp"' REVISIONS: TOP PERMIT SET 9/28/23 (p W W W W W W W W W W 95%CD 10/09123 6»DI P) I mz-vz7d I ❑..I O ,11,1 N2-1/33e YY I BID SET 10/20/23 wP,c I ti O wP,c�III O I iN2-1129d WP,G®,G& PARTIAL 1N2-/3 e — L ELECTRICAL (1 VC — — — — — — — — — — — — — Ciry of Arlington BaiI A 9 Deparhnan[ STAGE CONTROLS APPROVED I SITE PLAN EQUIPMENT CABINET a1 Ke"vin Olaneer-11/2&2023 I n �"ow�W (� PARTIAL ELECTRICAL SITE PLAN m FTI ENLARGED POWER PLAN —STAGEeBu'Ia�eNi[� E1 .01 E1.01 SCALE:1"=10'-0" E1.01 SCALE:1/8"=1'-0" I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J ----- --- -- --------- - ---------- ---------�_---------- --------------------------__----__---- - - — — — — — — — — — — — — GENERAL NOTES: " e I 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL fora B " K STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. ——————— — 2 COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES.------------ COO CO S O CO C GS C S. \\ / / _ / S-t N, 65th Street — ————— ---------- -----�S1 �--------------- —� S1 � � 3. PROVIDE RIGID FOR ALL UNDERGROUND CONDUITS. Seattle,WA 98115 —————— — —— — \ 4. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING t'. 206-322-1732 E TOE �\ I CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. fora land ————_ ——————————————— —————————_————————————————— — 5. INSTALL NEW UNDERGROUND CONDUITS MINIMUM 18"DEEP,UNLESS Eora Landscape Ar«It=_ NOTED OTHERWISE.PROVIDE IDENTIFICATION TAPE 12"BELOW GRADE. t \ COORDINATE ROUTING WITH EXISTING UTILITIES AND ARCHITECTURAL, C A \ \ CIVIL,STRUCTURAL,AND LANDSCAPING ELEMENTS. Q,r'OF WA$y�+r� I \\ I \ 6. SEE SHEET E0.02 FOR SCHEDULES. I \ FLAG NOTES: PR VDE\\ 1 BUIOLDIING,ADJACENT TOELECCAL TIME ICAL PANEL.I REFER TO DETAIL 3 E9.1R OR POLE CLOCK FOR STE POLE LIGHTS IN RESTOOM 7A100364 BASE DETAILS. 4� PARCEL NO..31052100J02300 1..� \\ PROVIDE DIRECTIONAL BORING UNDERNEATH EXISTING ROADWAY.COORDINATE I \ WITH CIVIL FOR MORE INFORMATION.REFER TO DETAIL 2/E9.01 FOR DUCT BANK PROJECT MANAGEMENT : ADDRESS:17903T SMOKEY POINNT BLVD V DETAIL. G WNER:C Y OF ARCING ON ROCKP-6878 MANAGEMENT \ LANDSCAPE ARCHITECTURE \ FORA LANDSCAPE ARCHITECTS ARCHITECTURE: I \\ DVKEMAN ARCHITECTS I (425)258-3161 \\ I CIVIL: JACOBSON CONSULTING ENGINEERS \ (206)426-2600 ELECTRICAUPLUMBING: METRIX ENGINEERS (425)336-2822 STRUCTURAL: I I\\ SEATTLE STRUCTURAL PS INC. (206)343-3000 Z,Z _IZ N < � I W W wl� IW I I I I I ~ I 2"C 00 -------------------------------- (3)1-1/2"C --------------- -- I _ ---- --- — C � (DIELIO"PEOBSERVED(W):125.1101' Ld � � � .9'1 �: R -------- -- " 0a0BRK ------------- ac— I 13"x24"HANDHOLE 24"x24"HANDHOLE ----- '------ --------- --�i-- --------- ---------- -- - — — — ------- > I -6 S2 S2 1 1 1 m ss �s ss Tom ss ss ss ss ss s I�r _ As c s — c s l — cns cns STEEL G P cns c s— c s A DI H czs 2 STEEL '� O • 0a w w w DIP w w w w w w 6 1 W W w w w w O I ' (� cn 4 C�I `� �P DATE 9121123 J — _ — — — — — 1_7R TIHI —PI In\I — — — — DRAWN BCP I � I / V I I I L. I V.E. CHECKED BCP Q�r I (A DEDICATED PUBLIC RIGHT OF WAY) REVISIONS: IBPS I � PERMIT SET 9/28/23 95%CD 10/09/23 SWALE BID SET 10/20/23 Ecd P) E I E----I— E- E Cd P E E Ecd P In _ PARTIAL 2"PE:130.23' I DITCH — _ T I IE 12"PE:1,9.97' — Q/ Ctv Pl --� -�— City of Arlington ELECTRICAL T — Building Department -- _ — — — _ _— _ _ _ �__ APPROVED SITE PLAN -- PARTIAL ELECTRICAL SITE PLAN Kevin Olander-11/28/2023 _—————————L_ I ,,�_ TCd CtV P {�{ { .. { E1 A2 SCALE:1"=10'-0" No than pproved by E1 .02 I TOP t--= ------ ------- U [�/ O _--------------- IE 12"CP:129.02' 33'DWY I GtV(P) Eyw O O�O O O ^S0\ 6 C changes authorized zed unlessa Y` C\ —the Building Official - - — —IE 12"CP:128.04' — - - - - - - - - - -�' - - - -TOP OF - - - -�,�� - - - - - - - - - - - - - - - -- — ---------------------------------------------------------------------------------------------------------------------- - - - - - - - - GENERAL NOTES: a 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL fora STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. 2. COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES. 11 3. PROVIDE RIGID STEEL SWEEPS FOR ALL UNDERGROUND CONDUITS. 1430 NE 65th Street Seattle,WA 98115 • 4. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING fora I tl322-1732 CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. 5. INSTALL NEW UNDERGROUND CONDUITS MINIMUM 18"DEEP,UNLESS Fora Landscape 11 li I / NOTED OTHERWISE.PROVIDE IDENTIFICATION TAPE 12"BELOW GRADE. t COORDINATE ROUTING WITH EXISTING UTILITIES AND ARCHITECTURAL, IIyJ I // CIVIL,STRUCTURAL,AND LANDSCAPING ELEMENTS. A) 6. SEE SHEET EO.02 FOR SCHEDULES. i 70100364 ®� PHASEI PHASE24 ' • FLAG NOTES: '� I~3 a I / PROVIDE(1)DPDT SWITCH FOR RECEPTACLES,(1)DIGITAL TIMER PROJECT MANAGEMENT: / SWITCH FOR LIGHTING,AND(4)SPRING-WOUND TIMER SWITCHES FOR ROCK PROJECT MANAGEMENT / INFRARED HEATERS.REFER TO DETAIL 1/E9.01 FOR ADDITIONAL (425)572-6878 LANDSCAPE ARCHITECTURE: / CONTROL CABINET DETAILS. FORA LANDSCAPE ARCHITECTS (206)322-1732 >- PROVIDE ASTRONOMICAL TIME CLOCK FOR SITE POLE LIGHTS IN ARCHITECTURE: RESTROOM BUILDING,ADJACENT TO ELECTRICAL PANEL.REFER TO DIKEMA.ARCHITECTS (3)1"C DETAIL 3/E9.01 FOR POLE BASE DETAILS. (425)259-3161 CIVIL: / (206)JACOBSON 6-600 CONSULTING ENGINEERS ' - 3 PROVIDE DIRECTIONAL BORING UNDERNEATH EXISTING ROADWAY. COORDINATE WITH CIVIL FOR MORE INFORMATION. ELECTRIC X ENGINEERS M25)33 ENGINEERS PROVIDE VIDEO SURVEILLANCE CAMERA,PATHWAY,AND CABLING TO 1RUCTURAL: \\ I I 6-2822 S2/ STRUCTURAL: VIDEO SURVEILLANCE HEAD END.COORDINATE FINAL PATHWAY AND SEATTLE STRUCTURAL PS INC. \ / • LOCATION WITH FAR WEST TECHNOLOGIES PRIOR TO INSTALLATION. (206)343-3600 REFER TO DETAIL 2/E9.01 FOR DUCT BANK DETAIL. \ [EC> PROVIDE 1"C,2#12 8 1#12 EGC TO RPBA POWER,CIRCUITED TO PANEL � I 1N2-1/41.COORDINATE WITH CIVIL FORADDITIONAL INFORMATION. \\ PROVIDE 120V,20A GFCI RECEPTACLE,AND 1"C,2#12&1#12 EGC TO \\ METER VAUL LT SUMP PUMP,CIRCUITED TO PANEL 1 N2-1/43.COORDINATE WITH CIVIL FOR ADDITIONAL INFORMATION. z z PROVIDE 1"C,2#12&1#12 EGC TO IRRIGATION BOOSTER PUMP, ELECTRICAL PANEL CIRCUITED TO PANEL IN2-1/47.COORDINATE WITH LANDSCAPING FOR ( / VIDEO UTILITY METER ADDITIONAL INFORMATION. \ ( / (4)1 1/2"C HEAD END SURVEILLANCE\ L > &C7 CABINET PROVIDE 1"C,2#12&1#12 EGC TO IRRIGATION CONTROLLER,CIRCUITED 4 • TO PANEL 1N2-1/39.COORDINATE WITH LANDSCAPING FOR FINAL 13"X24"HANDHOLE BY COMCAST LOCATION PRIOR TO INSTALLATION. 7� r1 4 r R 10 SCOPE OF WORK TO OCCUR IN TWO PHASES:PHASE 1 AS NOTED TO THE ` N �2,�C J \ �� UTILITY TRANSFORMER AND VAULT L WEST OF THE HEAVY DASHED LINE,PHASE 2 AS NOTED TO THE EAST OF \\ ` 00 THE HEAVY DASHED LINE. D m — --30"z30"VALE �— \\ \ Q \ (z)1"C \ L.d 4C� \ S, �TT� > 1 Z 6 RR/ ss = L o -,- 1 IRRIGATION CONTROLLERa 9 ---� BRK 13"x24"HANDHOLE o- 2 �".."HANDHOLE n- 2" (TVP) \ BY COMCAST od s2 sz AD TCH AG w A •w cn �\ cns I w cn w cns2STEELG P 2'STEEL�O — w—w w w 6DIWP 6DI m Y - — 55 SS u�$$ 55 SS 55 � S S — _Ps \� — r DATE 91211 23" w1,cN2-1/7a - - - - - - N2-1/4b DRAWN BCP R0%2-1I4b RO 1N2-1/9ai SSMpH RIM:129.70' 178TH PL. N.E.",-, CHECKED BCP IE U PE(E):1 2J.70 (A 0E0IGAIED PUBLIC RIGHT OF WAY) ` 1/19,21 J 1N2-/4b iN-1/15,17 REVISIONS: SPEED LIMIT 25 CEILING: 5 3 2"C� \� �OjQ`v -1/4b PERMITSET 9/28/23 \� 95%CD 10/09/23 1N2-1/4b0 C)l N2-1/4b BID SET 10/20/23 SWALE Ecd(P) Ecd( _— Ecd P ��v -1/11,13 ®1N-1/23,21 E E E E E E E E E E E E E E _ DITCH _ _E€cd P €€ DITCH € E 01N2-1If4b 01N2-1/4b 1N21/7a Ri wF, ® — — — { — — — — — — — - — — — i a PARTIAL ELECTRICAL T�d/�CtY P Ted ctY� rcd Ctv P _ _ - - - - ----- -- City ofAdington - - - - - - - - - - — — - - - - _ - - - - — — — - - — - - 1N2-1/9 -----—------------—------ ___ i� { PICNICSHELTERCONTROLS BoilinPROV ment SITE PLAN -------------------- BLRD 6 CC 6 CC 6 CC 6 CC 32 DWy T EQUIPMENT CABINET APP..' p (E)COMCAST PE STAL C I VH H Kevin Olander-11/28/2023 No n,�,. „d ,�I .ea6 E 1 .03 (� PARTIAL ELECTRICAL SITE PLAN m F �?"�P:127�ENLARGED ELECTRICAL PLAN -PICNIC SHELTERmELECTRICAL PLAN -PICNIC SHELTERm E1.03 SCALE:1"=10'-0" E1.03 SCALE:1/8"=1'A" — — — — — — — — — — — — — — ANGLE fora 1430 NE Street Seattle,WAA 98115 REMOVABLE PANEL COVER t. 206-322-1732 Ifora land I OAre hltLerdcaF e. I C. 20100364 I FRONT VIEW SIDE VIEW I a I PROJECT MANAGEMENT: LINE VOLTAGE FOR SWITCHES ROCK PROJECT MANAGEMENT FOR LIGHTS AND RECEPTACLES LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322.1 732 ARCHITECTURE: DYKEMAN ARCHITECTS (425)250-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426-2600 ELECTRICAUPLUMBING: SPRING-WOUND TIMERS FOR INFRARED MCTRIX ENGINEERS O HEATERS(ONLY AT PICNIC SHELTER) (425)336-2822 TYPICAL LIGHT AND POLES AS SPECIFIED STRUCTURAL: SEATTLE STRUCTURAL PS INC. (206)343-3000 SIZE CHART POLE HT. A B INSIDE VIEW 8'-12' 36" 12" ry L� 13'-20' 42" 16" I 21'-30' 72" NOTES: 31'-40' 78" 30" 1. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. 2. CABINET SHALL BE FLUSH MOUNTED AT STAGE,SURFACE MOUNTED AT PICNIC SHELTER. 3. SEE FLOOR PLANS FOR ACTUAL QUANTITIES OF SWITCHES. 4. SIZE CABINET FOR QUANTITY OF DEVICES. PROVIDE(1)POLE-MOUNTED DUPLEX GFCI RECEPTACLE IN LOCKABLE, WEATHERPROOF COVER,18"ABOVE /+ POLE BASE CANOPY. _ TYPICAL CONTROLS CABINET DETAIL POLE GROUND LUG.TERMINATE EQUIPMENT (V M E9.01 SCALE:NONE GROUNDING CONDUCTOR AND FIXTURE GROUND. 0 a) POLE BASE CANOPY TERMINATE CONDUITS AT BASE OF HAND HOLE L POLE MOUNTING PLATE O 5 G p I ANCHOR BOLTS,NUTS,AND LEVELING NUTS BY FINISHED GRADE FILL VOID BETWEEN POLE BASE I POLE MANUFACTURER.COORDINATE SIZE AND O AND POLE MOUNTING PLATE I SPACING WITH SUPPLIER. WITH GROUT.PROVIDE THREE I Q T UNDISTURBED EARTH WEEP HOLES 12"APART. I BEVEL 2"AT 45 DEGREES 17' BURIED IDENTIFICATION TAPE Z I I LAYERS BACKFILL-PLACE AND COMPACT IN 8" 6"HIGH BASE E v i p GRADE z SAND IIII I p IIII—III _ RREVERSIBEE CONNECTION AT POLE G1NG ELECTRODE CONDUCTOR IROUND LUG, O EXOTHERMIC WELD AT GROUND ROD.SEAL BELOW GRADE. 24"MIN =IIII-IIII p - � 6"(TYR) BASE WITH MATCHING GROUT TOold SACK EXPOSED PORTION OF 2-0 FILL MIN. IIII p p v III INSTALL ill"X 10'-0"COPPER GROUND ROD -� FILL VOIDS AND COVER FORM MARKS REINFORCING RODS 4#4 VERTICAL WITH [� 2"MINIMUM COVER TIES AT 16"O.C. 11,5P THROUGH DEPTH BOLTS BASE. C (A) v p INSTALL ANCHOR BOLTS AS O 7.5"(TYP) COPPER EQUIPMENT GROUND CONDUCTOR RECOMMENDED BY POLE MANUFACTURER ATTACH TO INTERNAL LUG WELDED INTERIOR6"(TYP) OF POLE GROUNDED CONDUCTOR SHALL BE SAME SIZE AND TYPE AS SUPPLY CONDUCTOR p CONDUIT(S}REFER TO PLANS.FOR DIRECTQ BURIED CABLE APPLICATIONS PROVIDE 90°DOWN SWEEP WITH BUSHED ENDS AND SEALED. � )�J J p v p v DATE 9121123 NOTES: 1. CONDUIT SHALL HAVE A MINIMUM OF 36"OF COVER (g) CONCRETE POLE BASE DRAWN BCP 2. PROVIDE A MINIMUM OF 12"HORIZONTAL SEPARATION BETWEEN CONDUIT AND OTHER UTILITIES. CHECKED BCP 3. CONDUIT SHALL BE PVC SCHEDULE 40.REFER TO EO.02 AND E1.00 FOR SIZING. 4. COORDINATE WITH UTILITY COMPANIES FOR ALL REQUIREMENTS. REVISIONS: S. CONFORM TO ALL REQUIREMENTS INDICATED IN CIVIL DRAWINGS AND SPECIFICATIONS. DIAMETER OF POLE BASE SIZED AT 6. REFER TO SHEET E102 AND COMMUNICATION FLOOR PLANS FOR QUANTITY OF CONDUITS. THE DIAMETER OF POLE BASE PERMIT SET 9/28/23 7. COORDINATE ROUTING WITH PLUMBING AND STRUCTURAL ELEMENTS.ROUTE CONDUITS BELOW FOOTINGS OR CANOPY PLUS 2"ABOVE BEVEL. PROVIDE SLEEVES IN FOOTINGS PER STRUCTURAL DETAILS. 95%CD 10/09/23 BID SET 10/20/23 I I TYPICAL DUCT BANK DETAIL TYPICAL LIGHT POLE BASE DETAIL ELECTRICAL E9.01 SCALE:NONE E9.01 SCALE:NONE City of Arlington DETAILS Building Department APPROVED Kevin Olander-11/28/2023 E9.01 No changes authorized unless approved by II the Building Official L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J SMOKEY POINT COMMUNITY PARK ARLINGTON, WA OWNER PROJECT MANAGEMENT LANDSCAPE ARCHITECT CIVIL ENGINEER ARCHITECT STRUCTURAL MEP CITY OF ARLINGTON ROCK PROJECT MANAGEMENT FORA LANDSCAPE ARCHITECTS JACOBSON CONSULTING ENGINEERS DYKEMAN SEATTLE STRUCTURAL PS, INC. METRIX ENGINEERS 238 N OLYMPIC AVE 1601 E VALLEY ROAD 1430 NE 65TH STREET 255 S. KING STREET#800 1716 W MARINE DRIVE 3131 ELLIOT AVE, SUITE 600A 227 WILLIAMS AVE S ARLINGTON, WA 98223 RENTON, WA 98057 SEATTLE, WA 98115 SEATTLE, WA 98104 EVERETT, WA 98201 SEATTLE, WA 98121 RENTON, WA 98057 360.403.3457 425.572.6878 206.322.1732 206.426.2600 425.259.3161 206.343.3000 425.336.2882 MARC HAYES BERNIE O'DONNELL ANDY RASMUSSEN ALAN JACOBSON TRISH SHERMAN LISA WIPPLINGER BEN PREHODA VICINITY MAP ENLARGED VICINITY MAP SHEET INDEX m COVER SHEET L3.06 IRRIGATION DETAILS 18- NE SURVEY SHEET 1 L3.07 IRRIGATION DETAILS&NOTES w p,NE SURVEY SHEET 2 L4.00 SITE DETAILS L4.01 SITE DETAILS s10 C0.00 CIVIL COVER SHEET L4.02 SITE DETAILS o C0.01 NOTES SHEET L4.03 SITE DETAILS ,as,NE N C1.00 OVERALL DEMOLITION PLAN L4.04 SITE DETAILS ""t Pet EN.,« emn sr NE C1.01 DEMOLITION PLAN L4.05 SITE DETAILS C1.02 DEMOLITION PLAN °,Ne C1.03 DEMOLITION PLAN A1.01 ARCHITECTURAL SITE PLAN SMOKEYPOINT " C2.00 OVERALL T.E.S.0 PLAN A2.01 STAGE FLOOR AND ROOF PLAN COMMUNITY PARK x' C2.01 T.E.S.C.PLAN m �SMOKEYPOINT A2.02 STAGE REFLECTED CEILING PLAN COMMUNITY PARK C2.02 T.E.S.C.PLAN nem Pi NE C2.03 T.E.S.C.PLAN A2.03 STAGE EXTERIOR ELEVATIONS Smokey vzRa sr NE vs"a st NE C2.10 T.E.S.0 DETAILS A2.04 STAGE SECTIONS PO1"' A3.01 PICNIC SHELTER FLOOR AND ROOF PLAN '^ C2.11 T.E.S.0 DETAILS C3.00 OVERALL GRADING&PAVING PLAN A3.02 PICNIC SHELTER REFLECTED CEILING PLAN P N C3.01 GRADING&PAVING PLAN A3.03 PICNIC SHELTER EXTERIOR ELEVATIONS 1-P'"E �' C3.02 GRADING&PAVING PLAN A3.04 PICNIC SHELTER SECTIONS E C3.03 GRADING&PAVING PLAN A4.01 RESTROOM FLOOR AND ROOF PLAN m 176gp,NE C3.10 PAVING DETAILS A4.03 RESTROOM EXTERIOR ELEVATIONS »M1a11 NE C3.11 PAVING DETAILS A4.04 RESTROOM SECTIONS C3.20 SITE SECTIONS A8.01 EXTERIOR DETAILS C3.21 SITE SECTIONS t -.1PameNa mPiNE C4.00 OVERALL STORM DRAINAGE&UTILITY PLAN S1.1 STRUCTURAL GENERAL NOTES,KEY MAP, C4.01 STORM DRAINAGE&UTILITY PLAN VICINITY MAP&INDEX C4.02 STORM DRAINAGE&UTILITY PLAN S1.2 STRUCTURAL GENERAL NOTES C4.03 STORM DRAINAGE&UTILITY PLAN C4.10 STORM DRAINAGE DETAILS S1.3 STRUCTURAL ABBREVIATIONS SITE ADDRESS PROJECT DATA C4.11 STORM DRAINAGE DETAILS S2.1 STRUCTURAL SITE PLAN C4.12 STORM DRAINAGE DETAILS S2.2 FOUNDATION PLANS VICINITY OF SMOKEY POINT BOULEVARD& EXISTING SITE USE: OPEN GRASS FIELD C4.13 STORM DRAINAGEDETAILS S2.3 ROOF FRAMING PLANS 178TH PLACE NORTHEAST PROPOSED SITE USE: CITY PARK C4.14 STORM DRAINAGE DETAILS S3.1 STRUCTURAL ELEVATIONS&SECTIONS C4.20 STORM PROFILES S4.1 STRUCTURAL DETAILS ARLINGTON, WA PARCEL SIZE: SITE AS SHOWN CONTAINS 78,229 SQUARE C4.21 STORM PROFILES S4.2 STRUCTURAL DETAILS FEET OR 1.7959 ACRES, MORE OR LESS. C5.00 OVERALL WATER&SEWER PLAN C5.03 WATER&SEWER PLAN E0.01 ELECTRICAL LEGEND AND NOTES ZONING: RMD C5.10 WATER&SEWER DETAILS E0.02 ELECTRICAL SCHEDULE&ONE-LINE C5.20 SEWER PROFILES E1.00 OVERALL ELECTRICAL SITE PLAN PARCEL: 31052100302300 C23.00 OVERALL GRADING&PAVING PLAN PHASE 2 E1.01 PARTIAL SITE PLAN C23.03 GRADING&PAVING PLAN PHASE 2 E1.02 PARTIAL SITE PLAN C23.20 SITE SECTIONS PHASE 2 .03 PARTIAL SITE PLAN C24.00 OVERALL STORM DRAINAGE&UTILITY PLAN PHASE 2 EE1l 01 ELECTRICAL DETAILS C24.03 STORM DRAINAGE&UTILITY PLAN PHASE 2 C24.20 STORM PROFILES PHASE 2 1-1.00 OVERALL SITE PLAN 1-1.01 SITE PLAN ENLARGEMENT _1.02 STiz PLAN ENLARGEMENT LEGAL DESCRIPTION L1.03 SI TE PLAN ENLARGEMENT L2.00 OVERALL PLANTING PLAN LOT 1 OF SNOHOMISH COUNTY SHORT PLAT NO. 229(10-74) RECORDED UNDER AUDITOR'S FILE NO. L2.01 PLANTING PLAN ENLARGEMENT 2363994, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. L2.02 PLANTING PLAN ENLARGEMENT L2.03 PLANTING PLAN ENLARGEMENT L2.04 PLANTING SCHEDULE SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. L2.05 PLANTING DETAILS L2.06 OVERALL SOIL PLAN L3.00 OVERALL IRRIGATION PLAN TITLE REPORT REFERENCE: L3.01 IRRIGATION PLAN ENLARGEMENT L3.02 IRRIGATION PLAN ENLARGEMENT THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED BY CHICAGO TITLE L3.03 IRRIGATION PLAN ENLARGEMENT COMPANY OF WASHINGTON, COMMITMENT NO. 500138893, DATED JANUARY 12, 2023. THE EASEMENTS L3.04 IRRIGATION LEGEND&NOTES L3.05 IRRIGATION DETAILS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. 5/2023 180TH ST.N.E. FND.SNOHOMISH MONUMENT ID$3345; S.W. /4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. (A OFnICATeo PUBLICRIGHT of wgvl �PUNCHED"%"IN 3"DISK IN CASE,DN.0.80' N:425927263(PU BUSHED) AR G N E:1311049.816(PUBLI SH ED) I MU P T SS H 0"P N,S 1 0"P ) � 1 "OBSERV D(E) > a a G5, INC COC:1 .90' yy� L--- ————————————————————————- - - - _ O 6 2 -------- d ri W ^� ^•GRA �� H50S J?q VICINITY MAP U) �,� N NO SCALE Ir PP M1.0 a l Z W 08 M — z voo VJ (.D CI CO CO p e 22 LEGEND z z gjr 20 0 10 20 AREA DRA , ABAN/RET ABANDONEID/RETIRED J Co, PARCEL NO.:31052100300200 ASPHALT(ASPH) > CR SSARM O ( IN FEET) ADDRESS:17911 SMOKEY POINT BLVD — p o BOLLARD(BLRD) 1 inch= 20 ft. OWNER:ANDERSON KNU TSON NEIL K r BUILDING LINE BIM_ BOTTOM OF STRUCTURE ��xx 0 132. ,,IDO �ry J 3. v0 Y, �M1yy %,ti e CATCH BASIN(CB) = W Tp 00 O .v'SM160 ,�,. '^ CONCRETE SURFACE a( vJ W CO rot to tia x ,. ° CC/XC/&G CONCRETE/EXTRUDED CURB/&GUTTER �/ 'CO a y 0 qy x15l^ y" CD CONDUIT DROP Q O C 3 xJ2' e Cl/DI CAST IRON/DUCTILE IRON } EL L 3 CW/BW/AW CONCRETE/BRICK/ASPHALT WALK W = coo)E ,�`�v CRW/BRW/WRW CONCRETE/BLOCK/WOOD RETAINING WALL W O N87'47'04"W ., > p�O CHAIN LINK FENCE(CLF) ----- SP�~ --- --- - 583.79' � CCTV CABLE TV � M W c I° e BR 3'I'0 ---- - -- ------- COL COLUMN y cL ro G tg -, +;- IN — —�y-- ,y B y --------- (/A CENTERLINE/MONUMENT LINE r ——— T T ° ---- -�-- 1e0-W- 3B W �" W W eg W . W W W W ---- ----------- ---- CS MS WS CONCRETE/METAL/WOOD STAIRS I O W o _ r^ `�' 'o x�?W •tD9 W -'t` R - - ---- yry _ BRK W yve H/C PARKING SPACE VJ 0_ IBA_ 3ry' i� TO toy J1"v` 01ry9.�' S ye W ,4 W0`-+Y__ W S'%h`Y `Y 3g W W,J`9°W W J. CON CONIFEROUS TREE r m W W �'--� ��- - -mil'--,•'��y- DEC DECIDUOUS TREE / Z W W W W x COO CENTER OF CHANNEL /� Q W W DWY DRIVEWAY W DCYS D DOUBLE ECTRI YELCONDUIT RIPE y5 W W W W `Y `Y W W W W `Y W W W W W W W W W W W W W W {l] EHH/EJB ELECTRICAL HANDHOLE/JUNCTION BOX t `y .y EMH ELECTRICAL MANHOLE PARCEL N0.:31052100302300 W W W W W W W W W W �y xy �. �. EM ELECTRICAL METER t( m AD0#ESS:17�p3 SMOKEY PDINI,BLVD EV/ET ELECTRICAL VAULT/TRANSFORMER OWNER: ITV OF ARLINGTo W `� W W W `Y W W W W W hNy 3 ti p� I � W W W W '� W W " W ���5�,�,�hy xy �y x�y6 xJr W •y W W W W W `y W � W xy W W W W FOUND SURVEY MONUMENT(AS NOTED) 40�' x31 ° x�`' W W C( FIRE HYDRANT W W W W W "y �' `�' 4 W W1.yy W xy "��y {fir '+�'0. '`Ory { FIRE DEPT.CONNECTION FDC c' W �, '' + f�{�yV'�`' W W FO FI BER OPTICS ( ) W W W W W W W W `�' W W W W `Y W 3l• W W W `Y W W W ^A y W W FOMH FIBER OPTIC MANHOLE `Y W W FOV FIBER OPTIC VAULT FEE FINISH FLOOR ELEVATION G GAS MAIN x, y W ` W W 9 W W W W W W W W W W W W W .y GM GAS METER `V 1 W W nW W W29v' �y 2 ID GAS VALVE x. vyy xy ,�3 x31 W `Y x�'rI% W Wx3g'o `Y W `Yry"'r• W Gv GAS VAULT W GB GRADE BREAK W W W W W W W W `Y W ''�W W = GRAVEL SURFACE W W W W `Y W 3l• W W W W W W W ENCHMAR "A" y y 1 ry.a W W W `Y W W W W W SE E ROP1.HROTE.W PLES:R.P1 CE4ETO.v,LI4 NF' `y,M10 H°y a wN so"i2n.3 , ,;J`y I e 6e0 o yT�sy ;+ P j}\,1�,"y4` ee`�s,ysB5`S'SoJ oWWe-w x,y��e,�S.v W W-•,.W-WWW-xWvW3�.,^TWW-W`Y-WW-�YI WW�J`W,aY�3W�'-W-W-W `y WW NDING O DW OGRP OR W PP GUY/POWER/UTILITY LIT Y P OLE 31rl It'd, IE INVERT ELEVATION El---- LLIGHT POLE(METAL t W O GET POLE WOOD) 9SPA K sI46 W BEN ARK'"B" LIGHT POLE(DECORATIVE)W W W SSMH*IM:130.*' `Y y11 I. W CL(L OBSERVED(W):125.10' CROSS N�RT H SE;D LSCAPE/PA ANDSCAPE/PLANTER WRI 19 CO)(QO) MANHOLE S MH RIM:1 2.68 E 6 ® MAILBOX(FEDERAL/PRIVATE)0"PE 4BRK JRK W COO:1 ✓ �- - B 3sER � � 9 O MW MONITOR WELL OHP/OHC/OHT OVERHEAD POWER/CABLE/TELEPHONELLLv 3 y - P PAINTED UTILITY LOCATION TOP' o xy2"o 3 g L G P - - --.��'0-- , —��i "� - -- W W- -- \ W `Y W W W W W + + �) PIPE FLOW DIRECTION e I w 3 a 3 � 3 ti `� 3'I _�TEEL G(�P) [� -��^� - 3� —_—, �— 6 - - CP/DI/CMP/VC CONCRETE/IRON/METAL/CLAY(PIPE TYPES) DI W - e� `' ' o" - - _ -��— —�' PE PVC POLYETHYLENE PIPE POLYMER PIPE TYPES LLL z '� n s ,5 z'sTEEL / ( ) a _ P �' �— 19 - ' 0 -� 0 00° 6 ` ® POST INDICATOR VALVE > I Q o 6 DI W p "�° 30 2 STEEL Oy ^ - ry' PS/PSS COMBINED/SANITARY SEWER ^<^ r - PSD STORM DRAIN El LL Z z r '"- +� PRIVATE CATCH BASIN F= N DI Wl�l" (R) RECORD DATA U) C = _ U ~ ZW 65 oI � a.ss s DYS--• y�i - "3ry. _ ,yti5 .v's .,y�"} %'y x�as ",3`av x,S' %,�}0 rP'P�r QV ® ROCKERY 65 y 178TH PL.RIGHT I 7'44'45"E x 1147.65' x`5 6 x,'s>y a' ♦- T SD SERVICE DRAIN(STORM) = z - _ N �3. �♦ (A DEDICATED PUBLIC RIGHT OF SPAN I , `o"- - 6 x,2y'10 ( SDCO/SSDO STORM DRAIN/SANITARY SEWER LJ �r 3- Q X ``�:•" J1'36 vy IF)-, 179TH PL.N.E, ST SANITARY SIDE SEWER(RECORD) / ti� m (A DEDICATED PUBLIC RIGHT OF WAY) SIGN/STREET NAME SIGN < 7 w LAN SCARE B LDER > M y m L PI L) T a I PSP a -,0 3 Ec S a - o y e TCHD TRENCH DRAIN r� �( _ Z - yo. - _ y5 ' y3g2^R 3; ---•''sT SWALE �v NJ �l (A E d P -- ry0y0 ,°q:� [[77]] TEMPORARY BENCHMARK(IBM) O C °- - x`5• - — - - "� _O�y e 'tij TOO TELEPHONE CONDUIT(BURIED) O G .129. " ITCH - -- k�=11 9 a U v> `�s -.i_ - - - `�� I � C 3 ===—,a- - TD TELEPHONE DUCT w 3 J -OR - - 3 -•L M1 Tctl )- --_'� -w f� ; 0 -,2Tcd Ctv P ' -_ �_ �' 7.- cda� TV TELEPHONE VAULT O � (\ -- , 131.s 1p� iy , Tcd/Ctv(P) ? C TOP y -�t�P - 3, - _ -- _-- - TMH TELEPHONE MANHOLE lJ y9 Scdl TOP OF DITCH v P) ® Try 3 " s4 IE 12"CP:129.02' �� o0y` -_----.`- '!-- - T TS TELEPHONE SENTRY Z L11 [n z8 3h - ,,P`'P J "?9 JO ❑ CL 'S ) Ecd P o,d i�o s oy TRAFFIC FLOW DIRECTION z LANDSCAPE BOULDER C A CLUSTER: 2� DITCH OHp ) IE 12CP:128.04' sg s y 6"CC ^o Jp9q os9 TOE TOE OF SLOPE Z Q (TYPICAL) - a TOP OF DITCH Om O WAL a0 m LANDSCAPE B DE ROW TOP TOP OF BANK Q O V ry. oa � PARCEL NO.:31052100301800 WV WATER VAULT )TYPICAL TREES OWNER:CHRISTIAN&MISSIONARY WM ADDRE55:17721 35TH AVE NE W WATER MAIN z 32.6 WATER METER ^� Y „ / ( LL SMH RIM: 8' d 10 PE(N,S) "RE W) � a iae pHP ALLIANCE-ARLINGTO m WATER VALVE ir CDC: 23.70' WATER GATE VALVE/CHAMBER Q W U < LL VO/CO VACATION/CONDEMNATION ORDINANCE y 0m O WE WIRE E Z " 8-DI W(P) �•I W P , 32 ,32- OHP OHP �� WOOD FENCE I(WE) O O "STOP" OHP '�., p FIR FIR TREE Z I'Za y CROSSARM PINE PINE CED DARTREEEE CID C2 3 ey ,y� V J • REBAR AND CAP / 3ry'� TS v5 gG w LANDSCAPE BOULDER �a dobd y d �P' (TYPICAL) oz SPA o � �ryry emb w JMH N � i }}ILrr 6 " o �I�'I'; "COM TER PARKING" ) = 2� 5/26/23 CROSSA "'0, N > ? r 5/2023 FND.SNOHOMISH MONUMENT IDS/438; PUNCHED"%"IN 3"DISK IN CASE,DN.0.50' 2023080.00 172ND ST.N.E. N:423276.8996(PUBLISHED) x (A—GATED eolal.[cRIGHT OF wAl') E:131099261(PUBUSHED) a LIES 0.09'S.OF RECORD SECTION CORNER POSITION FROM 1995(HELD'95) Ma 1 w 2 N S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. STAT1EMEFqF OF TOPOGUFAMC MAP)EILEMMIM(WAC M-➢V-Il45) HORMNNII'AL DATUM:KAD WM SITE NOTES Pll Ek. D IlIlON: TITTER PFIFGDRT SCHEDULE B EXCEPTIONS: HORIZONTAL BENCHMARKS: SITE AS SHOWN CONTAINS 78,229 SQUARE FEET OR 1.7959 ACRES, ITEMS CIRCLED ARE SHOWN ON MAP. 2(b)PURPOSE: FEASIBILITY AND DESIGN OWNER: SNOHOMISH COUNTY SITE ADDRESS: MORE OR LESS. LOT 1 OF SNOHOMISH COUNTY SHORT PLAT NO. 229(10-74)RECORDED L EASEMENT(S)FOR THE PURPOSE(S)SHOWN BELOW AND RIGHTS DESCRIPTION: PUNCHED"X"IN 3"DISK IN CASE,ON.0.80' VICINITY OF SMOKEY POINT BOULEVARD UNDER AUDITOR'S FILE NO.2363994,RECORDS OF SNOHOMISH COUNTY, ° 2(c)CONTOUR SOURCE: CONTOURS DERIVED FROM DIRECT FIELD OBSERVATIONS ID# 3345 &178TH PLACE NORTHEAST WASHINGTON. INCIDENTAL THERETO,AS GRANTED IN A DOCUMENT: 2(1)CONTOUR ACCURACY: COMPLIES WITH UNITED STATES NATIONAL MAP ACCURACY LOCATION: INTS. 180TH ST.N.E.&SMOKEY PT.BLVD. ARLINGTON,WA STANDARDS(90%OR GREATER OF ALL SURVEY POINTS CHECKED ARE CORRECT NORTHING: 425927.263(PUBLISHED) SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON. GRANTED PURPOSE:TO. PIPELNIESPIPELINE COMPANY PARCEL NO.: FASTING: 1311049.816(PUBLISHED) PLACE 00302300 WITHIN HALF OF ONE CONTOUR INTERVAL). SUBSTRUCTURES: TITLE REPORT REFERENCE: RECORDING DATE: MAY 20,1964 2 LIMITATIONS: THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS TO SUPPORT ZONING: BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, RECORDING NO.: 1698205 (9) OWNER: SNOHOMISH COUNTY FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES FURNISHED BY CHICAGO TITLE COMPANY OF WASHINGTON,COMMITMENT AFFECTS: SAID PREMISES AND OTHER PROPERTY DESIGN&ENGINEERING WORK,AND TO ILLUSTRATE BOUNDARY AND TITLE DESCRIPTION' PUNCHED"X"IN 3"DISK IN CASE,ON.0.50' RMD LOCATED IN THE FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY N0.500138893,DATED JANUARY 12,2023. THE EASEMENTS SHOWN OR INVESTIGATIONS. ID# 438 OF THOSE RECORDS.FOR THE FINAL LOCATION OF EXISTING UTILITIES IN NOTED HEREON RELATE TO THIS COMMITMENT. O EASEMENT(S)FOR THE PURPOSE(S)SHOWN BELOW AND RIGHTS G5, I NC ZONING AGENCY: LOCATION: INTS. 6.899 ST.P N.E..&SMOKEY PT.BLVD. AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY. INCIDENTAL THERETO,AS GRANTED IN A DOCUMENT: 2(h)BOUNDARY SOURCE: FIELD SURVEY OF CONTROLLING MONUMENTS,AND SNOHOMISH COUNTY NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT Z` E NORTHING: 131099.61 ((PUBLISHED) PLANNING AND DEVELOPMENT SERVICES ti , CONSIDERATION OF EXISTING RECORDS OF SURVEYS&RECORD PLATS FOR FASTING: 1310992.61 (PUBLISHED)LIES 0.09'S.OF RECORD TELECOMMUNICATIONS/FIBER OPTIC DISCLAIMER: SHOWN OR NOTED HEREON. GRANTED T0: OLYMPIC PIPELINE COMPANY P DETERMINING ON THE GROUND POSITIONS OF DEEDED PROPERTY AND EASEMENT SECTION CORNER POSITION FROM 1995(HELD'95) 3000 ROCKEFELLER AVENUE,M/S 604, RECORDS OF UNDERGROUND TELECOMMUNICATIONS AND/OR FIBER OPTIC PURPOSE: PIPELINES 4VER TT,331 WA 98201 RECORDING DATE: AUGUST 14,1972 D- W LINES. LINES ARE NOT ALWAYS AVAILABLE TO THE PUBLIC. COURSE HAS NOT 3(a)&3(b)UTILITIES: UNDERGROUND UTILITIES ARE SHOWN BY ONE OR MORE OF CONTACTED EACH OF THE MANY COMPANIES,IN THE COURSE OF THIS RECORDING NO.: 2258724 p SURVEY WHICH COULD HAVE UNDERGROUND LINES WITHIN ADJACENT .� THE FOLLOWING METHODS: VERTICAL � SETBACKS: RIGHTS-OF-WAY. THEREFORE,BRH DOES NOT ACCEPT RESPONSIBILITY 'd'�(FR0VID `1 AFFECTS: SAID PREMISES AND OTHER PROPERTY O"�0 CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW FOR THE EXISTENCE OF UNDERGROUND TELECOMMUNICATIONS FIBER 'HSH9 1.SURVEY FIELD OBSERVATION OF MARKINGS PRODUCED BY DIRECT UTILITY VERTICAL BENCHMARKS: CURRENT SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING / DETECTION WORK. SOURCE: SNOHOMISH COUNTY DESIGN/CONSTRUCTION OF EXISTING IMPROVEMENTS. OPTIC LINES WHICH ARE NOT MADE PUBLIC RECORD WITH THE LOCAL SANITARY SEWERS,SURFACE WATER,WATER: 'SURVEYOR'S NOTE: DESCRIPTION IS BLANKET ACROSS ENTIRE 10/j: 2581 JURISDICTION. AS ALWAYS,CALL 1-800-424-5555 BEFORE CITY OF ARLINGTON PARCEL; 2.DIRECT OBSERVATIONS OF UNDERGROUND,GRAVITY FLOW PIPES PERFORMED AT DESCRIPTION: LEAD PLUG IN 4"X4"CONC POST IN CASE,ON.0.80' THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE GOVERNING CONSTRUCTION. UTILITIES DEPARTMENT '^ VISIBLE CONTROLLING STRUCTURES. LOCATION: INTS. 180TH ST.N.E.&31ST.DR.N.E. JURISDICTION INDICATES THAT STRUCTURES ON THIS PROPERTY COMPLIED 154 W COX DOCUMENT PROVIDES FOR 30'WIDE PERMANENT EASEMENT FOR VJ 3.SCAUNG OF AS-BUILTS,DESIGN DRAWINGS OR OTHER RECORDS. ELEVATION: 126.979' WITH MINIMUM SETBACK AND HEIGHT REQUIREMENTS FOLLOWING ARLI NGTON,WA OLYMPIC PIPELINE AT SOME UNSPECIFIED LOCATION. CONSTRUCTION. 360-403-3512 U LL 3(c)SCOPE STATEMENT: UTILITY INVESTIGATIONS ARE SUBJECT TO THE LIMITATIONS 3. COVENANTS,CONDITIONS,RESTRICTIONS,RECITALS,RESERVATIONS, W V 00 OF ACCURACY OF CONVENTIONAL UNDERGROUND UTILITY DETECTION EQUIPMENT,THE FLOOD ZONE: POWER: EASEMENTS,EASEMENT PROVISIONS,ENCROACHMENTS,DEDICATIONS, Z w O THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAP,DATED 201 E DIVISION BUILDING SETBACK LINES,NOTES,STATEMENTS,AND OTHER Ln U EXISTENCE/ACCURACY OF RECORD UTILITY MAPS PRODUCED BY OTHERS,OR THE JUNE 19,2020,COMMUNITY PANEL NO.53061CO391F,AND IS SITUATED ARLINGTON,WA MATTERS,IF ANY,BUT OMITTING ANY COVENANTS OR RESTRICTIONS, z 19 U AWARENESS LOCAL KNOWLEDGE ANYTHING CONCEALED UNDERGROUND. THE IN ZONE"X",AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL U COMPREHENSIVENESS OF SAID INVESTIGATIONS 425-783-1000 IF ANY,INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, CO Lp ARE THEREFORE LIMITED TO THE CHANCE FLOODPLAIN. COLOR,RELIGION,SEX,SEXUAL ORIENTATION,FAMILIAL S /CI N CO Z NATURAL GAS: MARITAL STATUS,DISABILITY,HANDICAP,NATIONAL ORIGIN, V//rtrt C7 W- CAPACITY OF SAID TECHNOLOGIES AND/OR THE AVAILABILITY OF SUCH RECORDS OR CASCADE NATURAL GAS ANCESTRY,OR SOURCE OF INCOME,AS SET FORTH IN APPLICABLE V Z KNOWLEDGE. 1520 S 2ND STREET STATE OR FEDERAL LAWS,EXCEPT TO THE EXTENT THAT SAID 7 PURSUANT TO R.C.W.19,22.030,ALWAYS CALL 8-1-1 AT LEAST TWO DAYS BEFORE MOUNT VERNON,WA COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW,AS W O 00 m Z YOU DIG. 360-336-3476 SET FORTH ON SNOHOMISH COUNTY SHORT PLAT NO.229(10-74): J r 3 WASHINGTON811.COM ----------------- TELEPHONE RECORDING NO: 2363994 \ > -------------------- DEL Y FIBER -------------- *SURVEYOR'S NOTE: PARCEL BOUNDARY AS SHOWN.135 LAKE STREETS � U r0 ----------------------- SUITE 155 ------------ ------ KIRKLAND,WA ® EASEMENT(S)FOR THE PURPOSE(S)SHOWN BELOW AND RIGHTS ��( 866-699-4759 INCIDENTAL THERETO,AS GRANTED IN A DOCUMENT: T 06 0 0 r 0) GRANTED CITY OF MARYSVILLE vJ LLI C TO: PURPOSE: STORM SEWER AND SANITARY SEWER LINES 06 K LL [-- O RECORDING DATE: FEBRUARY 22,1999 O (n EA RECORDING NO.: 199902221176 Q d L AFFECTS: SAID PREMISES AND OTHER PROPERTY III 1n LJJ W = m 'SURVEYOR'S NOTE: DOES NOT AFFECT SUBJECT PARCEL. O > OU b L CERTIFICATION: j �Z, SURVEY IDENTIFICATION NO.: 2023080.00 = (n O W J7 REGISTERED LAND SURVEYOR NO.: 44634 VJ 0 'I W O PARCEL 10,31052100300200 z r m._ ADDRESS:17911 SNOBBY POINT BLVD SURVEYOR'S ADDRESS&COMPANY: BUSH,ROED&HITCHINGS,INC. M PT, OWNER:ANDERSON KNUTSON NEIL K 15400 BE 30TH PLACE,STE 100 W BELLEVUE,WA 98007 TELEPHONE: (206)323-4144 20 0 10 20 COMPANY WEBSITE: WWW.BRHINC.COM 9 SURVEYOR'S EMAIL: JAMESH®BRHINC.COM IN ETM1' bl 1 i ch FE20)ft. THE FIELD WORK WAS COMPLETED ON MAY 18,2023. m x,}M1 a n JOB N0.2023080.00 N87°47'04"W x,soyM1 .,'.}y x,oSM1 x�'yy xi bo x,odd 2" 583.79' W FENCE COB IS----------------------- 0.2'(N)&0.6'(E) -- - ---- } BRK 1M1. ------- y� OF P IR P COB M11 S , x,}M1y0 ,9ysM1�W W '�5'I'} W dY x,T"` M1 W W dY o?y dY .V � __----_°p e ______________ QE ___-_--_._ M1 - --„>3 T QE_ W W W _ dY W W W W W W W W W W �Y W W W W W dY W W W W W } °h }oM1`W W W ys . , M1d dY W V� W W W dY W * W W W W W �Y W dY W W W W W dY W W W W W W W W W W W W FWEN CNCROWS SEW PRdYOP WE PARCEL NO.:310521100302300 AD YOII R:G R ELVDDETYOFF RLINTO W V� W W W dY W dY W W W W W dY W W W x.j4y° W ,V "Y W W dY W W dY W W W W dWY W WW}M1e Wy dWY W WW WWx+}M1W"6 W 4W�rW y`Y�Yx+}WW W WW W WW x,W}M1S y wW dY WW W x�}Wfie^ dY W W WW xW�+�M1W�Y W WW dY dWY W,�54W dY x+s' W }ry 4' W cW Wc1,, W dV �z VNii2�5. 3' ,a. W W x�4 W W 7-ry W Z Y W dY W W W W x.W x,3 WM1pM1 W W }M1}cY W eo W W dY W �Y W W W dY W W W .y�:y W � z x Q 0 ,3+W W W x,3 o W W aV,90 2.3' , "TRACT TWO PIPELINE EASEMENT El a- Z W W W W W 2 FOR OLYMPIC PIPELINE 8 (/ o Y W W W W W dY W W W W W W dY W W W W W �V W W dV W .y . FEN E COR IS V O RFC.N0.2258724 � Li(E)C* M1 Z Q PR uNE ,5 3 9 3 a W "II . 6 WF PARCEL N0.:00714500003600 = Z X W W dY W W W W WTEN W W W 9W W W W dY M1d' W .`V ADDRESS:3623 178TH PL NE / `V SSMHWIM:130.*' dV W �. .V TENCHfAARK"B" x M1'` �, 3,�9 `,. �y „,}' .�bo .,h OWNER:ANDERSON GRAYDON&BRENDA Q >_ OBSERVED(W):125.10' Scwf CHISEWD"o" �' `Y W W x .y W y, �. 5 Z /N }Wh _ _}ry ---_---•—gW.�s---_--- W\} W� I}}�WBY R W- -wdW}Y'� —W .y}�g-} W B N.WTHWE RLW RM1IW'O F SSMWH> LNG:1 ' + tao:W `V WrP ear Joa�o.a' 1 SS AV WOOD Y W EL:1 .69' E HOUSE BK 4 OrV�K E________ L CGU O OZ - 1 Z_ 22 S G — BR so + 0 ,3,x,5 z W lA TEEL (T - - M1 yyM1 ea s , ---- W W '. - --„ Z O O / ,_ 2 STEEL _ M1 10'DWY z V b N P( Ina 1� M1° T 2 S EEL G PM1eM1y 1L}DITC_ _} M1 2 t29 oo ryn ? ti �2s6205o ^ F 6 DI W�]�- 1_M1 M1yXT P }d 'STEEL G(P) - - - - - _ - - LL LL Z L� '41Sep~ r SPH~ 6 DI M1SM1 28.30 Q 1 1 1 Q d =, 1. - x,S''6 "P , - Wq LLJ _ IE'12"P 0' 7°44'45"E x 7147.65' x;6 y A s DI w P `S }o} ~ '} '`o .,rya . ?10 ( J_ 8-PBS, __ __ F, I O F —► 178THPL.N.E. — — _ ,.ry _,: ---r --� —_� Z @ (A DEDICATED PUBLIC RIGHT OF WAY - O ��yl ) SSMH RIM:129.70' x+1' eT- - 0 - - - - __ U CEILLING(127.6' (A STH ,s - m R2" SWALE PUBLIC RIGHT OFW )Q o AY M1'TCH .e g'} 7` h a M1 o SSMH RIM:128.24' ���1 ++�M1Ec P - ..`___-- d e P 8"PE(N,EW Ctv Pj- P ' _�� %-"' _ 1, () ff ) -- _ E d(� z Coa1G:125' ABW JMH CEILING:125.2' Q -----�a.., - etv P 0 _ - yh _d/C qP) Mw M� O ) Ecd P) IE 12"CP:12&04 a o.>y s "CC 209 ----•+------••v _ Tcd t29. °}C+"jL"CP:126.4;Nl ) = 20 5/26/23 DITCH HP a a 6"CC o yM1 O TOP OF DITCH ° o - - r_ ROW PARCEL N0.:31052100301800 TOP OF DITCHES t29.2s 29' QTVHH 7023080.00 TREES R CHRISTIA &M AVE HE IF 12"CP:127.33' E 12 Tc d1OWNER:CHRISTIAN&MISSIONARY M ALLIANCE-ARLINGTO MARKER N �.e 2 a 2 S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. fora SMOKEY POINT COMMUNITY PARK 14reland th3treet Seattle,WA 98115 t 206-322-P32 fore land Fora Landscape Architects GENERAL NOTES PROJECT NOTES CONSTRUCTION SEQUENCE OWNER: CITY OF ARLINGTON P9OV 14 o 1. ALL WORK SHALL CONFORM TO THE 2022 DESIGN AND CONSTRUCTION STANDARDS AND 1. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND 1. BEFORE ANY CONSTRUCTION ACTIVITY ARRANGE AND ATTEND PRE-CONSTRUCTION 238 N OLYMPIC AVE ,^ SPECIFICATIONS FOR CITY OF ARLINGTON.A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION PRACTICES IN CONDUCTING THE WORK.THE CONTRACTOR SHALL PROTECT EXISTING CONFERENCES WITH CITY OF ARLINGTON AND JACOBSON CONSULTING ENGINEERS. ARLINGTON,WA 98223 CONSTRUCTION. PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION.IF EXISTING UTILITIES ARE (360)403-3457 CONTACT:MARC HAYES DAMAGED,THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY PURVEYOR,OWNER AND THE 2. PROVIDE TEMPORARY AND INTERIM MEASURES REQUIRED FOR EXECUTION OF THE WORK. MHAYES@ARLINGTONWA.GOV e 43667 a ' 2. A COPY OF THE APPROVED PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ENGINEER.THE CONTRACTOR SHALL RESTORE 107.17 APWA SUPPLEMENT).THE CONTRACTORFE UTILITY TO ITS IS RESPONSIBLE FOR TING HE MEANSTION.(WSDOT SEC.AND THEM METHODS 3. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. LANDSCAPE FORA LANDSCAPE ARCHITECTS �s`rI�NAti��Ot ARCHITECT: NE 65TH STREET 9/25/2� 3. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED BY THE OF CONSTRUCTION FOR WORK SHOWN ON THESE PLANS. CONTACT ALL UTILITY COMPANIES OR PROVIDERS THAT MAY BE AFFECTED BY THE SEATTLE,WA 98115 CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. PROPOSED CONSTRUCTION.CALL 811 AND UTILIZE PRIVATE LOCATING COMPANY ALONG (206)718-6145 CONTACT:TABER CATON 2. ALL EXCAVATION,TRENCHING,SUBGRADE PREPARATION,FILL PLACEMENT,AND ALL SOIL WORK IN THE ENTIRE WORK AREA. TABER@FORA.LAND PROJECT MANAGEMENT: 4. PRIOR TO THE START OF CONSTRUCTION,THE CONTRACTOR SHALL SCHEDULE AND ATTEND A GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE CITY OF ARLINGTON AND MARYSVILLE ROCK PROJECT MANAGEMENT (425)572-6878 PRECONSTRUCTION MEETING WITH THE CITY OF ARLINGTON.THE OWNER,RECORD ENGINEER, STANDARDS. 4. FLAG CLEARING LIMITS AS INDICATED ON DRAWINGS. ENGINEER: JACOBSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTURE: CONTRACTOR AND DESIGNATED SUBCONTRACTORS SHALL BE PRESENT AT THE PRECONSTRUCTION 255 S.KING STREET,SUITE 800 FORA LANDSCAPE ARCHITECTS MEETING. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCE 5. POST SIGN W/NAME AND PHONE NUMBER OF TESC SUPERVISOR. SEATTLE,WA 98104 (206)322-1732 ARCHITECTURE: EXISTING MONUMENTS ON OR ADJOINING ESTABLISHED SAID POINTS AT PROJECT COMPLETION.THIS (206)426-2600 CONTACT:SASCHA EASTMAN DYKEMAN ARCHITECTS 5. EXISTING PAVED SURFACES INCLUDING ROADWAYS,SIDEWALKS,AND CURBS THAT ARE DAMAGED BY REESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY PREVIOUS TO DEMOLITION OR 6. PROVIDE CATCH BASIN PROTECTION AND OTHER APPROPRIATE TESC MEASURES, SASCHA@JACOBSONENGINEERS.COM (425)258-3151 NEW CONSTRUCTION SHALL BE REPAIRED AS REQUIRED BY CITY OF ARLINGTON AND THEIR CONSTRUCTION AND TO RECORNER RECORD AS DESCRIBED IN W.A.C.332-120. INCLUDING STRAW WATTLES,ETC.COORDINATE WITH CITY OF ARLINGTON SITE AND R.O.W. CIVIL: INSPECTORS. INSPECTOR. JACOBSON CONSULTING ENGINEERS (206)4262600 4. CONTRACTOR SHALL MAINTAIN A 5 FOOT MINIMUM HORIZONTAL CLEARANCE FROM THE WATER MAIN ELECTRICALIPLUMBING: 6. ALL DAMAGE TO CITY INFRASTRUCTURE CAUSED BY THE CONSTRUCTION SHALL BE REPAIRED AS AND OTHER UTILITIES(i.e.GAS,CABLE,POWER,ETC.).IF SAID CLEARANCE CANNOT BE MAINTAINED, 7. BACKFILL AND COMPACT TRENCHES AND EXCAVATION PER THE DOCUMENTS. METRIX ENGINEERING REQUIRED BY THE CITY OF ARLINGTON. CONTACT ENGINEER FOR APPROVAL AND RECORD EXACT MEASUREMENTS OF THE UTILITY LINES ON THE (425)M&822 STRUCTURAL: AS-BUILT DRAWINGS. BETWEEN 10 FOOT MINIMUM HORIZONTAL CLEARANCE MUST BE MAINTAINED BWEEN 8. PATCH AND RESTORE SITE PER PLANS. SEATTLE STRUCTURAL PS INC. 7. THE APPROVED PLANS SHOW THE APPROXIMATE AREA OF PAVEMENT RESTORATION BASED ON THE WATER MAIN AND SANITARY SEWER. (206)343-3000 DEPTH OF UTILITY CUTS AND/OR THE AREA OF CURB AND/OR PAVEMENT TO BE REMOVED AND 9. INSTALL ALL NEW PAVING,LANDSCAPING AND SITE STABILIZATION.PROTECT RECENTLY REPLACED. 5. SCHEDULE WITH CITY OF MARYSVILLE(WATER PURVEYOR)AND CITY OF ARLINGTON(96 HOURS INSTALLED DRAINAGE INSTALLATIONS.IF THESE FACILITIES BECOME CONTAMINATED AS MINIMUM NOTICE FOR WATER MAIN SHUTDOWN ON THE SCHOOL SITE).INSTALL CITY OF MARYSVILLE RESULT OF THE SITE NOT BEING FULLY STABILIZED PRIOR TO COMING ON-LINE,IT SHALL BE Ise 8. IF AN EXISTING CURB IS TO BE REMOVED AND REPLACED IN THE SAME LOCATION THE CONTRACTOR STANDARD TESTING CONNECTION ON NEW WATER MAIN FOLLOWING COMPLETION OF NEW WATER THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE AS REQUIRED AT NO ^' SHALL PROVIDE THE CITY OF ARLINGTON INSPECTOR A PLAN WITH EXISTING FLOW LINE AND TOP OF SYSTEM CONSTRUCTION,TESTING,AND ACCEPTANCE BY THE CITY,REMOVE TESTING CONNECTION AND ADDITIONAL COST TO THE OWNER. CURB ELEVATIONS IDENTIFIED.PERMITTEE TO STAKE THE LOCATION OF THE EXISTING CURB PRIOR TO INSTALL SEGMENT OF DI PIPE,LENGTH TO SUIT,WITH TWO LONG PATTERN SLEEVES.INSTALLATION AND DEMOLITION. CONNECTION TO EXISTING WATER SYSTEM SHALL BE WITH 100%CITY INSPECTION. 10. CONTACT DESIGN ENGINEER AND CITY SO THEY CAN PUNCH LIST THE SITE.ADDRESS PUNCH LIST ITEMS AS REQUIRED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REFERENCING AND REPLACING ALL MONUMENTS THAT 6. UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION.THERE IS NOT A GUARANTEE MAY BE DISTURBED,DESTROYED OR REMOVED BY THE PROJECT AND SHALL FILE AN APPLICATION FOR THAT ALL UTILITY LINES ARE SHOWN OR THAT THE LOCATION,SIZE,AND MATERIAL IS ACCURATE.THE 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT WITH THE WASHINGTON STATE DEPARTMENT CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSINGS,INTERFERENCE'S OR WATER BODIES IF THE PROPOSED BMPS FAIL AND SEDIMENT-LADEN WATER IS LEAVING OF NATURAL RESOURCES,PURSUANT TO RCW 58.24.040(8). CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES,TO THE SITE,IMMEDIATELY NOTIFY YOUR PUBLIC WORKS INSPECTOR. DETERMINE ACTUAL LOCATIONS,SIZE AND MATERIAL.THE CONTRACTOR SHALL MAKE THE 10. THE CONTRACTOR SHALL SUBMIT ALL APPLICABLE DOCUMENTS AS REQUIRED PER THE CITY OF EVERETT APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES.THE CONTRACTOR SHALL NOTIFY ONE 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS PRIOR TO CONSTRUCTION.A MATERIAL CALL AT 811 AND ARRANGE FOR PUBLIC AND PRIVATE FIELD LOCATION OF EXISTING FACILITIES BEFORE NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30,AND FOR NO MORE THAN 7 SOURCE FORM FOR ALL MATERIALS TO BE PLACED IN THE RIGHT OF WAY AND MIX DESIGNS FOR ALL CONSTRUCTION. DAYS FROM MAY 1 THROUGH SEPTEMBER 30. (rJ ASPHALT,CONCRETE AND AGGREGATES TO BE PLACED IN THE RIGHT OF WAY MUST BE SUBMITTED TO (V THE CITY OF EVERETT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 13. NOTIFY THE PUBLIC WORKS INSPECTOR AT LEAST 24 HOURS PRIOR TO DEWATERING N ACTIVITIES.HANDLE HIGHLY TURBID OR OTHERWISE CONTAMINATED DEWATERING WATER 00 11. THE CONTRACTOR SHALL NOTIFY THE LOCAL FIRE DISTRICT AND CITY OF ARLINGTON AT LEAST SEPARATELY FROM STORMWATER. TWENTY-FOUR(24)HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS,HYDRANT SHUTOFFS,AND STREET Q CLOSURES DST DISTRICT OF ALL NEW,RELOCATED,OOR ELIMINATED HYDRANTS RESULTING FROM THIS WORK.CESS BLOCKAGE.THE CONTRACTOR SHALL ALSO NOTIFY THE FIRE LEGAL DESCRIPTION 14 OR READILY AVAILABLE TO THE CON. THE APPROVED PROJECT PUBLIC TTRACTOR THROUGHOUT RKS PERMIT AND PHEH ALL BE RETAINED ON SITE DURATION OF THE 5 G 12. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION. LOT 10F SNOHOMISH COUNTY SHORT PLAT NO.229(10-74)RECORDED UNDER AUDITOR'S CONSTRUCTION PROJECT. O FILE NO.2363994,RECORDS OFSNOHOMISH COUNTY,WASHINGTON. 15. DESIGN,INSTALL,IMPLEMENT,AND MAINTAIN EFFECTIVE POLLUTION PREVENTION 13. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATOR SERVICE(811)AT LEAST 48 MEASURES TO MINIMIZE THE DISCHARGE OF POLLUTANTS. O i� HOURS PRIOR TO CONSTRUCTION. SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON. C 16. PROTECT ALL LID BMPS FROM SEDIMENTATION THROUGH INSTALLATION AND 14. THE CONTRACTOR SHALL CONTACT A PRIVATE UTILITY LOCATOR FOR ALL ON-SITE WORK ON THE TITLE REPORT REFERENCE: MAINTENANCE OF EROSION AND SEDIMENT CONTROL BMPS ON PORTIONS OF THE SITE v PROJECT AND ADJACENT PRIVATE PROPERTIES,AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN,FURNISHED BY THAT DRAIN INTO THE LID BMPS. CHICAGO TITLE COMPANY OF WASHINGTON,COMMITMENT NO.500138893,DATED L 15. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACCURACY OF ALL UTILITY JANUARY 12,2023.THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH COMMITMENT. 7 MAYBE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN.THIS MAY INCLUDE,BUT IS NOT LIMITED TO, NOTE: ` a POTHOLE EXCAVATION AND OTHER MEANS AND METHODS. NOTE:EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR NOTED THE TERM"CITY"ON ALL SHEETS REFERS TO CITY L HEREON. OF ARLINGTON,UNLESS OTHERWISE NOTED. O 16. THE CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED MANHOLE RIMS,DRAINAGE STRUCTURE TO FINISH GRADE WITHIN AREAS AFFECTED BY THE PROPOSED IIMPROVEMEN SA THIS INCLUDES ASLIDS,VALVE BOXES,AND UTILITY CCESSEREQUIRED DURING PHASING TOACCOMMODATE HORIZONTAL DATUM: NAD 83/2007 INTERIM AND FINAL GRADING 06 HORIZONTAL BENCHMARKS: 17. THE CONTRACTOR SHALL PROVIDE FOR ALL TESTING AS REQUIRED BY THE CITY OF ARLINGTON OWNER: SNOHOMISH COUNTY INSPECTOR. DESCRIPTION: PUNCHED"X"IN 3"DISK IN CASE,ON.0.80' EARTHWORK QUANTITIES 7 18. BACKFILL MATERIAL USED IN PUBLIC RIGHT-OF-WAY SHALL MEET STANDARD SPECIFICATIONS AND LOCATION: INTS.180TH ST.N.E.&SMOKEY PT.BLVD. PHASE 1 EARTHWORK W m SHALL BE APPROVED BY THE CITY OF ARLINGTON. NORTHING: 425927.263(PUBLISHED) EXCAVATION 115 CY EASTING: 1311049.816(PUBUSHED) O FILL 2,800 CY 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY EROSION CONTROL AND SEDIMENTATION O 0- COLLECTION FACILITIES TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER THE NATURAL OR PHASE 1 TOTAL 2,915 CY PUBLIC DRAINAGE SYSTEM.AS CONSTRUCTION PROGRESSES AND UNEXPECTED(SEASONAL) OWNER: SNOHOMISH COUNTY Q) CONDITIONS DICTATE,ADDITIONAL CONTROL FACILITIES MAY BE REQUIRED.DURING THE COURSE OF DESCRIPTION: PUNCHED"X"IN 3"DISK IN CASE,ON.0.50' PHASE 2 EARTHWORK � O CONSTRUCTION ITSHALL BE THE OBLIGATION AND RESPONSIBILITY OFTHE CONTRACTOR TO ADDRESS ID# 438 EXCAVATION 100 CY ANY NEW CONDITIONS THAT MAY BE CREATED BY THE CONTRACTORS ACTIVITIES AND TO PROVIDE LOCATION: INTS.172ND ST.N.E..&SMOKEY PT.BLVD. FILL 960 CY ♦� E ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. NORTHING: 423276.8996(PUBLISHED) EASTING: 1310992.61(PUBLISHED)LIES 0.09'S.OF RECORD PHASE 2 TOTAL 1,060 CY 20. THE CONTRACTOR SHALL KEEP ALL PAVED SURFACES IN THE RIGHT OF WAY CLEAN BY SWEEPING.USE SECTION CORNER POSITION FROM 1995(HELD'95) TOTAL EARTHWORK VACUUM TYPE SWEEPER EXCAVATION 215 CY DATE 9/25/23 21. CARE SHALL BE EXERCISED WHEN EXCAVATING NEAR EXISTING CHARGED WATER MAINS. VERTICAL DATUM: NAVD 88 FILL 3,760 CY DRAWN DJD/AJJ 22. ALL UTILITY CROSSINGS NOTED AS"ASSUMED"ARE UNKNOWN DURING DESIGN.THE UNKNOWN VERTICAL BENCHMARKS: TOTAL 3,975 CY CHECKED JAJ ELEVATIONS AND LOCATIONS MUST BE VERIFIED PRIOR TO ANY UTILITY CONSTRUCTION.ELEVATIONS SOURCE: SNOHOMISH COUNTY THAT DIFFER FROM ASSUMED ELEVATION SHALL BE FORWARDED TO THE CIVIL ENGINEER FOR REVIEW. ID#: 2581 NOTE: REVISIONS: DESCRIPTION: LEAD PLUG IN 4"X4"CONC POST IN CASE,ON.0.80' THE QUANTITIES SHOWN ARE PRELIMINARY ESTIMATES CITY OF ARLINGTON PERMIT SET 9/25/23 LOCATION: INTS.180TH ST.N.E.&31ST.DR.N.E. ONLY AND INTENDED FOR MUNICIPAL PERMITTING AND CONSTRUCTION DRAWING REVIEW ACKNOWLEDGMENT COVER NOTES ELEVATION: 126.979' REVIEW FEES.THE CONTRACTOR SHALL IGNORE THESE QUANTITIES,THEY ARE EXCLUDED FROM THE BID THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE WITH THE 1. UTILIZE MULCH OR PLASTIC SHEETING FOR SHORT-TERM EROSION CONTROL DISTURBED AREAS OR SOIL DOCUMENT INFORMATION.THESE VOLUMES SHALL NOT CITY OF ARLINGTON CODES AND ORDINANCES.CONFORMANCE OF THE DESIGN WITH ALL STOCKPILES THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS. SITE DATA BE USED BY THE CONTRACTOR AS A BASIS FOR ANY APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE RESPONSIBILITY OF CONTRACTUAL INFORMATION.THE CONTRACTOR SHALL THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS 2. SEEDING SHALL BE USED THROUGHOUT THE PROJECT ON DISTURBED AREAS THAT HAVE REACHED SITE ADDRESS: 17903 SMOKEY POINT BLVD PREPARE THEIR OWN EARTHWORK QUANTITIES BASED SHEET.ACKNOWLEDGEMENT OF CONSTRUCTION DRAWING REVIEW DOES NOT IMPLY FINAL GRADE OR THAT WILL REMAIN UNWORKED FOR MORE THAN 30 DAYS. ARLINGTON,WA 98223 ON THE INFORMATION PROVIDED IN THE CONTRACT CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRE OTHER COUNTY,STATE TAX PARCEL NUMBER: 31052100302300 DOCUMENTS,INCLUDING BUT NOT LIMITED TO OR FEDERAL PERMIT REVIEW AND APPROVAL.THE PROPERTY OWNER AND LICENSED COVER SHEET 3. SODDING MAYBE USED AS AN ALTERNATIVE FOR AREAS THAT REQUIRE SHORT-TERM OR LONG-TERM ZONING: RMD DRAWINGS,SPECIFICATIONS,AND THE GEOTECHNICAL DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE ACQUISTION AND COMPLIANCE OF COVER,OR IMMEDIATE VEGETATIVE COVER. REPORT. ALL APPLICABLE PERMITS AND/OR AUTHORIZATION WHICH MAY INCLUDE,BUT ARE NOT LIMITED TO,WSDFW HYDRAULIC PROJECT APPROVAL(HPA),WSDOE NOTICE OF INTENT (NOI),ARMY CORP OF ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. BY: DATE: C0.00 Development Services Manager THESE APPROVED CONSTRUCTION PLANS EXPIRE AFTER 18 MONTHS FROM THE DATE SHOWN ABOVE OR UPON EXPIRATION OF PRELIMINARY PLAT OR SITE PLAN APPROVAL. S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. CITY OF ARLINGTON CITY OF ARLINGTON fora ADA NOTES TESC NOTES STORM DRAINAGE NOTES 143ONE65t^street Seattle,WA 98115 THE FOLLOWING NOTES SHALL APPLY TO HARDSCAPE FACILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 1. APPROVAL OF THE TEMPORARY EROSION SEDIMENT CONTROL(TESC)PLAN DOES NOT CONSTITUTE 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE C206-322-1732 / (T ) ford land AN APPROVAL OF PERMANENT ROAD OR STORM DRAINAGE DESIGN. APPROVED PLANS AND CITY STANDARDS AND SPECIFICATIONS.ANY DEVIATION FROM THESE PLANS 1. UNLESS OTHERWISE SPECIFIED ON THE PLANS,OR DIRECTED BY THE CITY ENGINEER,CROSS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE Fora Landscape Architects SLOPES OF SIDEWALKS SHALL BE NOMINAL 1.5%.CROSS SLOPES SHALL NOT BE LESS THAN 1% 2. ATESC PLAN MEETING THE DOE STORM WATER MANAGEMENT MANUAL ADOPTED BY THE CITY SHALL PUBLIC AGENCIES. NOR EXCEED 2%. BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO ANY WORK ON THE SITE.AN APPROVED COPY MUST BE MAINTAINED ON-SITE AND BE READILY AVAILABLE TO THE CITY INSPECTOR AT THEIR 2. ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE CITY STANDARDS AND 2. MAXIMUM SLOPES SHOWN ON THE PLANS REPRESENT THE MAXIMUM ALLOWABLE SLOPES REQUEST. SPECIFICATIONS.ACCEPTABLE STORM DRAINAGE PIPE MATERIALS INCLUDE CONCRETE,PVC,HOPE, 9 AwJgC PERMITTED BY CURRENT ADA REQUIREMENTS.THE CONTRACTOR SHALL TAKE INTO CONSIDERATION AND DUCTILE IRON.CORRUGATED METAL PIPES(GALVANIZED ALUMINUM OR STEEL)ARE NOT v OF rho O CONSTRUCTION TOLERANCES WHEN PLACING SIDEWALKS TO INSURE MAXIMUM SLOPES ARE NOT 3. THE TESC BMP'S SHOWN ON THE PLAN MUST BE INSTALLED PRIOR TO ALL OTHER CLEARING AND ACCEPTED BY THE CITY.ALL PIPE JOINTS MUST HAVE GASKETS AND SHALL BE WATER TIGHT UNLESS ^ �� EXCEEDED. GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT-LADDEN WATER DOES OTHERWISE DIRECTED BY THE CITY. p NOT ENTER THE DRAINAGE SYSTEM,LEAVE THE SITE,OR VIOLATE APPLICABLE WATER QUALITY IrUd/ 3. COMPLETED SIDEWALKS OR OTHER HARDSCAPE ELEMENTS THAT EXCEED MAXIMUM SPECIFIED STANDARDS.MAINTENANCE,REPALCEMENT,AND UPGRADING OFTHE TESC PLAN IS THE 3. PIPE BEDDING MATERIAL SHALL BE 5/8-INCH MINUS CRUSHED GRAVEL FOR ALL PIPE TYPES,EXCEPT �Y SLOPES OR ARE LESS THAN MINIMUM SPECIFIED SLOPES SHALL BE REMOVED AND REPLACED BY RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETE AND APPROVED BY DUCTILE IRON.BEDDING MATERIAL FOR DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF eF 43667 6� THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THE CITY. THE CITY'S STANDARDS AND SPECIFICATIONS(CHAPTER 4). E,gS,OlsreR Gl ZONAL E� 4. THE BOUNDARIES OF THE CLEARING LIMITS,SHOWN ON THE TESC PLAN,SHALL BE CLEARLY FENCED 4. ALL TRENCH BACKFILL IN AREAS OF PAVEMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO OR FLAGGED IN THE FIELD PRIOR TO STARTING CONSTRUCTION.NO DISTURBANCE BEYOND THE AT LEAST 95%OF THE MAXIMUM DRY DENSITY.ALL OTHER AREAS SHALL BE COMPACTED TO AT FENCED OR FLAGGED CLEARING LIMITS SHALL BE PERMITTED.THE FENCING AND/OR FLAGGING LEAST 90%OF MAXIMUM DRY DENSITY. PROJECT MANAGEMENT: ROCK PROJECT MANAGEMENT SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION PROJECT. (425)572-6878 5. ALL PIPE SHALL BE PLACED ON STABLE EARTH.IF IN THE OPINION OF THE CITY INSPECTOR,THE LANDSCAPE ARCHITECTURE: 5. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE EXISTING TRENCH FOUNDATION IS UNSATISFACTORY,THEN IT SHALL BE EXCAVATED BELOW GRADE FORA LANDSCAPE ARCHITECTS ANTICIPATED SITE CONSTRUCTION.DURING THE CONSTRUCTION PERIOD,THESE TESC FACILITIES AND BACKFILLED WITH GRAVEL BEDDING MATERIAL TO SUPPORT THE PIPE. (206)322-1732 ARCHITECTURE: SHALL BE UPGRADED AND ADDED TO AS NEEDED,FOR UNEXPECTED STORM EVENTS AND TO DYKEMAN ARCHITECTS REFLECT CHANGED CONDITIONS,AS REQUIRED BY THE CITY. 6. LOT DRAINAGE SYSTEMS,STUB-OUTS AND ANY DRAINS BEHIND THE SIDEWALK MUST BE INSTALLED (425)259-3161 AS REQUIRED PRIOR TO SIDEWALK CONSTRUCTION.STUB-OUTS SHALL BE MARKED WITH A 2"X4" CIVIL: Q JACOBSON CONSULTING ENGINEERS 6. THE CONTRACTOR SHALL PROVIDE THE CITY A 24-HOUR EMERGENCY CONTACT PHONE NUMBER OF WITH 3 FEET VISIBLE ABOVE GRADE AND MARKED"STORM".LOCATION AND DEPTH OF THESE (206)428.2600 ONRACTOR THE CT 'S CERTIFIED EROSION CONTROL SUPERVISOR PRIOR TO STARTING INSTALLATIONS SHALL BE SHOWN ON THE AS-BUILT PLANS SUBMITTED TO THE CITY. ELECTRICAUPLUMBING: CDNSTR UCTIGN. METRIX ENGINEERING (425)M&822 7. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE SHOWN ON THE PLANS AND APPROVED BY STRUCTURAL: 7. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS THE CITY.THE USE AND INSTALLATION OF INLETS IS DISCOURAGED. SEATTLE STRUCTURAL PS INC. NECESSARY TO ENSURE CONTINUED FUNCTION AND OPERATION. (206)343-3000 8. ALL CATCH BASINS WITH A DEPTH OF 5 FEET(RIM TO INVERT)OR GREATER SHALL BE TYPE 2 CATCH 8. BETWEEN OCTOBER 1 AND APRIL 30,DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR BASINS EQUIPPED WITH 3/4-INCH DIAMETER SAFETY MANHOLE STEPS OR A MANHOLE LADDER PER ` 'i MORE THAN TWO(2)DAYS SHALL BE IMMEDIATELY COVERED BY MULCH,SOD OR PLASTIC CITY STANDARD DETAILS. COVERING.BETWEEN MAY 1 AND SEPTEMBER 30,DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN SEVEN(7)DAYS SHALL BE IMMEDIATELY COVERED BY SEEDING OR 9. ALL GRATES SHALL BE MARKED"OUTFALL TO STREAM-DUMP NO POLLUTANTS".ALL SOLID COVER fy OTHER APPROVED METHODS. SHALL BE MARKED"DRAIN".ALL CATCH BASINS AND MANHOLES SHALL BE EQUIPPED WITH LOCKING FRAMES AND LIDS OR GRATES PER CITY STANDARD DETAILS. 9. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH BASINS,PRE-TREATMENT/SEDIMENT POND,AND SEDIMENT TRAPS UPON REACHING A DEPTH OF 12 INCHES. 10. ALL GRATES LOCATED IN THE GUTTER FLOW LINE(INLET AND CATCH BASIN)SHALL BE DEPRESSED 0.1 FOOT BELOW PAVEMENT LEVEL. 10. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES,SHALL PROVIDE ADEQUATE 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE,INLET AND CATCH BASIN STORAGE CAPACITY,AND SHALL BE CLEANED OUT ENTIRELY ONCE THE SITE IS STABILIZED.IF THE FRAMES AND GRATES/COVERS TO GRADE JUST PRIOR TO CURB INSTALLATION AND/PAVING. PERMANENT FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM,THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. 12. ALL RETENTION/DETENTION FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO,OR IN 1 CONJUNCTION WITH,ALL CONSTRUCTION ACTIVITY,UNLESS OTHERWISE APPROVED BY THE CITY. co 11. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED,FAST GERMINATING GRASSES l N SHALL BE APPLIED AT AN APPROXIMATE RATE OF 120 LBS PER ACRE. 13. DETENTION/RETENTION PONDS WITH SIDE SLOPES STEEPER THAN 3:1 OR WITH A MAXIMUM WATER L NN DEPTH GREATER THAN 3 FEET SHALL BE ENCLOSED WITH A VINYL COATED CHAIN LINK FENCE. 00 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 3 INCHES,OR 3,000 POUNDS PER ACRE. 14. BIO-FILTRATION SWALES AND/OR FILTER STRIPS SHALL BE CONSTRUCTED,BEDDED OR SEEDED AND Q IN OPERATION PRIOR TO,OR SODDED IN CONJUNCTION WITH,ASPHALT PAVING.THE VEGETATION IN 13. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS.WHEN ACTIVELY WORKING WITH THE THE BIO-SWALE MUST BE WELL ESTABLISHED BEFORE PAVING BEGINS. SOILSTOCKPILE,STABILIZATION BY GROUND COVER BMPS SHALL OCCUR AT THE END OF EACH C WORK DAY. 15. STORM WATER RETENTION/DETENTION FACILITIES,STORM DRAINAGE PIPE AND CATCH BASINS G O SHALL BE FLUSHED AND CLEANED BY THE DEVELOPER PRIOR TO THE CITY'S ACCEPTANCE OF THE 14. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION PROJECT. O AND MAINTAINED FOR THE DURATION OFTHE PROJECT.ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 16. WHEN INFILTRATION FACILITIES ARE CONSTRUCTED,COMPACTION OF SOIL IS NOT ALLOWED,AS THE DESIGN IS BASED ON NATURAL SOIL IN THE ORIGINAL LOCATION.VEHICLES SHALL NOT BE DRIVEN v 15. MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL BE CONDUCTED OVER THE INFILTRATION AREA DURING CONSTRUCTION. IMMEDIATELY UPON RECOGNITION OF PROBLEM OR WHEN THE TESC MEASURES BECOME Ld z DAMAGED. 17. IF THE CONTRACTOR ENCOUNTERS GROUNDWATER OR SOIL CONDITIONS DIFFERENT FROM THAT SHOWN IN THE PLANS DURING INFILTRATION SYSTEM INSTALLATION,THE CONTRACTOR SHALL 16. UPON COMPLETION OF THE PROJECT,ALL BMP'S SHALL BE REMOVED FROM THE SITE AND RIGHT OF NOTIFY THE CITY INSPECTOR. a WAY.IF BMP'S ARE REQUIRED TO REMAIN IN PLACE FOR FURTHER PROTECTION,ARRANGEMENTS FOR REMOVAL SHALL BE MADE WITH THE CITY INSPECTOR. O 17. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTEND PRACTICABLE.ALL AREAS SUBJECT TO CLEARING AND GRADING THAT WILL NOT BE CONVERED BY IMPERVIOUS SURFACE,INCORPORATED INTO A DRAINAGE FACILITY OR ENGEINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT THE PROJECT COMPLETION,DEMONSTRATE THE REQUIREMENTS ESTABLISHED IN T5A3 OF THE 2014 SWMMW W,POST CONSTRUCTION SOIL QUALITY AND DEPTH. W CITY OF ARLINGTON .� 0 GENERAL CONSTRUCTION NOTES a 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF ARLINGTON 6. ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE BEEN ESTABLISHED O T PUBLIC WORKS STANDARDS AND SPECIFICATIONS,AND THE CURRENT EDITION OF THE WASHINGTON BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE 5 _Y STATE DEPARTMENT OF TRANSPORTATION(WSDOT)STANDARD SPECIFICATIONS FOR ROAD,BRIDGE, CONSIDERED APPROXIMATE AND NOT NECESSARILY COMPLETE.IT IS THE SOLE RESPONSIBILITY OF G 0 AND MUNICIPAL CONSTRUCTION.A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS. E CONSTRUCTION. 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING 2. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO OBTAIN A GRADING PERMIT, CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATE SERVICE RIGHT-OF-WAY PERMIT,AND UTILITY PERMITS,FROM THE CITY.ALL REQUIRED PERMITS FROM OTHER (1-800-424-5555 OR 811)AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. AGENCIES MUST ALSO BE OBTAINED BY THE DEVELOPER/CONTRACTOR. DATE 9/25/23 8. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPLISHED BY REPRESENTATIVES OF THE 3. PRIOR TO ANY CONSTRUCTION ACTIVITY,THE DEVELOPER/CONTRACTOR SHALL ATTEND A CITY OF ARLINGTON.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND DRAWN DJD/AJJ PRECONSTRUCTION CONFERENCE WITH THE CITY.THE CONSTRACTOR SHALL SCHEDULE THE SCHEDULE APPROPRIATE INSPECTIONS,ALLOWING PROPER ADVANCE NOTICE.THE INSPECTOR MAY CHECKED JAJ PRE-CONSTRUCTION CONFERENCE BY CALLING(360)403-3500.PRIOR TO SCHEDULING,THE REQUIRE REMOVAL AND REPLACEMENT OF ITEMS THAT DO NOT MEET CITY STANDARDS OR WERE CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL FOR THE TRAFFIC CONTROL PLAN,CITY CONSTRUCTED WITHOUT INSPECTION. REVISIONS: PERMITS,TEMPORARY EROSION AND SEDIMENT CONTROL PLAN,PERFORMANCE BOND,COPY OF OTHER AGENCY PERMITS,A COPY OF THE CONTRACTOR'S LICENSE,AND PROOF OF INSURANCE 9. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL TIMES BY PERMIT SET 9/25/23 COVERAGE. CLEANING WITH A SWEEPING AND/OR VACUUM TRUCK.WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE CITY INSPECTOR. 4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE JOB SITE WHEN CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL MAINTAIN TWO(2)SETS OF"AS-BUILT"PLANS SHOWING ALL FIELD CHANGES AND MODIFICATIONS.IMMEDIATELY AFTER CONSTRUCTION COMPLETION,THE 5. ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS.ANY CONTRACTOR SHALL DELIVER BOTH COPIES OF RED-LINED PLANS TO THE CITY.THE CITY WILL DEVIATION FROM THE APPROVED PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER,THE FORWARD ONE OF THE COPIES TO THE DESIGN ENGINEER. CITY ENGINEER,AND OTHER APPROPRIATE PUBLIC AGENCIES. NOTES SHEET CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: ices C0.01 Development Sery Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Call before you Dig.8-1-1 I34-5555 fora UNDERGROUND 0 15 30 60 sERVICERwcE(usA) SCALE 1"=30' 1430NE645th reef Seattle,WA 98115 t 206-322-1732 the land Fora Landscape Architects v A.J9c v Ga w,sytio Q'F o N R,43667 �,ac1eTE66 Ol� `rIONAL$t, I � 9i2si2� PROJECT MANAGEMENT: ROCK PROJECT MANAGEMENT (425)572-6878 LANDSCAPEARCHITECTURE: FORA LANDSCAPE ARCHITECTS ARCHITECTURE: DY MA ARCHITECTS (425) CIVIL: o I I JACOBSON CONSULTING ENGINEERS (206)4262600 U EM TRIX ENGIN ERING 6'W (425)336-2822 IN RIM:132.89' STRUCTURAL: SEATTLE 10"PE(N,E) S) I — — 206 343-3000UCTURAL PS INC. 7"OBSERVED( p I ---------------------------- COC:124.90' PEED LIMIT 35" I I P oW PARCEL NO.:31052100300200 i I ADORES 17911 SMOKEY POINT BLIND OWNER:ANDERSON KNUTSON NEIL K CROSSARM I I FOUND REBAR(NO ll I\ GFPPROP(COR O1(N) CY1 u �I — — — — — — — — — — — — — — — — — — — — — — 7 — T � 4I Z _ 7 - 1.0 I ,, C1.02 I C1.03DO - T — w w —w—�aT wryer 1V n4W'"5837' �- BW( w ¢L' M15 �R _ w— w w w \ w w w7 w w w �— FOUND R AR(No CAP) G � w w l w w w �� i o 5(N)01 PROP GnR w w \�_ �0" �-" w w-J. -"� / �' w �rpEw 1 w w w w w � w w w w w J'"-. -I w w w w w w w -�' w w /w � w w w� I w w Iw w� w w w w , Iwwwwwww w w w w w w w w w wow w w w w w w w w w w w ww w ww � w w z w w w w w w ,__w ,w w w w w I = I � � �wwwwwww w w w w w w w w w wl w w w w w w w w w w w w ww � w w w\�w w w w w w w w w w�,,,�� w wwwwww w w w w w w w w w w w � wwwww w w w z A I F w w w w w w w w w w w w w w w w w �'�w w Iw w w w w w w w w w w w CONTRACTOR SHALL REMOVE ���� w w lisI z w w wPsw w w Es w w w w w w w wwww w u I w w wwwwww w w w w w w wl w w w w w w w w w w w wwp w w w w w w w w wwww wwwwwww w w w REQUIRED FOR CONSTRUCTION \� 4 BENCHMARK"A" _ .0'LiAp, SET R.R.SPIKE IN EAST I j 3 w w w w w w w w w w w w l w FACE OF POWER POLE w l EL 134.04' `( w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w -w w - stoRv w1 � -p w Q w FOUND REBAR& w w w A wl w w w ;jw w w 7 � w__ wr'RIM.19D.10' w w w w w w w w w w w w I \ r E"' NO USE o ^\ w ^� w w wCAP:CASCADE'h2716"w w� w w w w w w w M OBSERyED(W)11y5.10'w w /13w w Ta E O o \ / OfS)OF�R9>LINE w w w � w �w w w � w w 1"*8 9' w ;w w w w w w Wry w w // W � FOUND REBAI W m GROUND Roo s \v v - cAP)Of(E) C cR SSARM `L. w a zow � ,w w -7 ' -w w --- - '� w w 130 I coR y w _ SSMH RIM:73268 y@RK .0��}=�,--w 1 _ _ --- - _ _ _ -- -- --t _ - _ -,. S,$T44' 4;44'y w 132� _ _� w _ 1 13 -w w �w 131 -"�130 -� -IDD m'PE(NES) - _ -- -= ss ' �``' ss `} - ss--- --- =13tf e— `�----6'- -a 129 z � w w - - - COC:124.10' O O —GAS GAS AS___ _ _ 1 -- _ w \ I _— - - __ - _ U FS12YE1 TOO] 5 Y G 0 ,887'44'45"E 1147.65' ss ss ss Ss� r/1 �iR - - - - - - - - - - - - �/� �` SSMH RIM,17970' _ I — — =- - - - - - '- - J-"sue — dam — _ �8THPL. N.E. - - - �A�0� —132' — / 1 — (A DEDICATED PUBLIC RIGHT OF WAY) / SPEED LIMIT �— % SWALE _—_ _— _ ANDSCAPE BOULDER / I ' PSPO" / '�� — —— °➢9 —- ,131 _ - - 1"PL:TZ9 — 1 — — — SWALE —12— DATE (rwIGAL) r, I I ) _ _ �r -130'` - _ _ .,� --_ _ _ - DJD/23 �. 32'DWY L IT IE 12"CP:1277' DRAWN DJD/AJJ IE 12"P:129.02' 33bWYQ�2 �_s. TOP OF DITCH _ •TOP "P 12'CP:128.04' TOP OF DITCH—� -�^TOP OF DITCH 'EHIT ONLi � I �KER CHECKED JAJ _ i0P OF DITCH '' CyyyEdAR CLUSTER: ITCH PARCEL N0.:31052100301300 IE 12"CP.127.33' PARKING OI \ M 7 LANDSCAPE BOULDER LANDSCAPE 0(DER 16" F 6"CEDAR ADDRESS:17721 35TH AVE HE BENCHMARK"B" REVISIONS: p \ (TYPICAL) (7ypICAL))i \ aP TREES OWNER:CHRISTIAN&MISSIONARY ALLIANCE-ARUNGTO gT CHISEffD•o'IN NORTHERLY PERMIT SET 9/25/23 SWALE RIM OF SSMH( GP� ED 129.69' 95%CD 10/09/23 SSMH RIM:132.68' w Q) '•' f0"PE(N,S)8'PE(W) BID SET 10/20/23 ` CDC:123.70',,eP'� I CROSSAR�OP��OP—� Tm °T p' I LANDS4 BOULDER 1 �y (TYPICAL) 7 v Q L)1 FOUND REBAR& IT P I CAP CURT LS 2960" OVERALL N aeH" I I® DEMOLITION LI 'NO COMMUTER PARKING" CITY OF LNG RE IE CONSTRUCTION DRAWING REVIEW APPROVAL CROSSA I® PLAN THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY.Development Services Manager C1 .00 DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Call before io 1g 8 1.800,424-5555 UNDERGROUND fora SERVICE(USA) 0 5 10 'ZO FOUND REBAR i' / PROTECT EXISTING TREES • OF PROP CUR \ Seattle,WA Street ' SCALE 1"=10' REMOVE EX TREE dland Aeans I / t 206-322-1732 / ford land ' LEGEND Fora Landscape Architects 24 RR _ ■ PROPERTY LIN - - N 79'3306 E 48.81 SAWCUT LINE —————- 9 AwJgC t v G _`eti0 �x _ e I � ) REMOVE CURBING � o \yI BRK — _ �"� �I/ ��� —ERK —— _— -- ,3ti_�—_ _ REMOVE ASPHALT PAVEMENT I REMOVE CONCRETE PAVEMENT w6e I REMOVE TREE(S) K ——-----f— TOE --- --- --- — -- roe __ — PROJECT MANAGEMENT: 0CKPROJEC2)572 6878 T MANAGEMENT (4 /\ ----- - F - LANDSC LANDS CHITECT FORA LANDSCAPE ARCHITECTS �/ �y W �✓ W W (206)322-1732 ARCH MCTURE I W W W W DYK MAN ARCHITECTS 5)259-3181 CIVIL VVVV\\\ l�( \I/ �y �✓ w W W W ' JACOBSON CONSULTING ENGINEERS (20)4262600 I ELECTRICALIPLUMBING: `✓ W METRIX ENGINEERING (425)M&822 W W STRUCTURAL: 3I SEATTLE STRUCTURAL PS INC. O (206)343-3000 CONTRACTOR it C I ' V ALL EX VEGETATION LAS MOVE �/ W REQUIRED FOR CONSTRUCTION �� ��- ' LJJ lE I J 0 FOUND REBAR& I GAP:'cnsc.DE 12ns" V V J N O.3'S)OF PROP LINE l l V V N 1 of 00 vli W vV � Z Q i rr 41 �I V __ �— C III �us VV 733 I UQ m o l ^ PR�OqT�ECT EX SIDE SR STUB TO REAI"AIN.CONTRACTOYF SHALL POTHOL AND VERIFY LOCATION,DEPTH,SIZE, ` O? I AND MATERIAL OF EX SIDE SEI�NNER W \� OTECT EX SIDCC��$$��WER TOE STUB TO STUB PRIORtO CONSTRUCTIOM: IYEMAIN.CONTRA TOR SHALL POTHOLE O ti AND VERIFY LOCATION,DEPTH,SIZE, C5 \ ANDMAT RIALOFEXSID WER ME VI/ AIi 06 06 cn \ \ \V \I/ STUB PRRR TO CONSTRUCTION. FOUND REBAR& , � 1 11 AV A�f cAP:°cnscADf 127ie' v� �/ > \ T iEMOVEEX �V� A�� a2'(8)OF ARbF uNE �V 'vsz� � 9, � GRAVEL DRIVEWAYVEWAY LU m a. J _ PROTECT EX OT SF1�J R TO REMAIN \1/ � O A PROTECT EX GAS BRK_-- --- ° o"\L — 11K — V AIN— _ — --� °���V (n °' ---\ � _ --——----- — —_--_—_--_— —_ — — —_==— —_ D \ �' 9/25/23 SS S SSA—SS — SS _SS —SS S5_ 5 - SS SS DRAWN DJD/AJJ ^�= DITOH .� ns c V cns - As cns _-- cas �As ----- —cns AS—GAS— cns— GAS — PROTECT EX 8"WATER- \ TOP MAIN TO REMAIN CHECKED JAJ \ —— _ REVISIONS: I w w w w w PERMIT SET 9/25/23 95%CD 10/09/23 SAWCUTAND _ — — — — — — — — -- — — — — — — BID SET 10/20/23 REMOVE EX � ASPHALT DEMOLITION i / i CITY OF ARLINGTON ors 1 7BTH PL. N.E. 13z ' CONSTRUCTION DRAWING REVIEW APPROVAL PLAN (A DEDICATED PUBLIC RIGHT OF war) THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: C 1 .01 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Call b1+effor8e to ' or I-900-424-5555 UNDERGROUND fora 0 5 10 20 SERVICE(USA)' PROTECT EXISTING TREES ' ' 4 SCALE 1„ 1 O, Sea NE WA Street Seattle,L.98115 C 206-322-1732 ford land ' LEGEND Fore Landscape Architects ---------------------------------------- PROPERTY LINE _ E_ ——————————— ———————————————————————————————————— ———— — — — — — — — — — E N 79'33"O6' 46.81" F — �e7.47b4°w 583� � � � snwcur LINE -———————- REMOVE CURBING BRK-- — ———— � � \� "''R6——_ — � � �/ ' REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT REMOVE TREE(S) (Q} FiS'4O1erR.R�'Gl TX �44vv s�oxai,��'s�zz/z� I I I PROJECT MANAGEMENT: I �I I� I W �✓ W' (425)572-6878 ROCK PROJECT MANAGEMENT�/ �✓ W w W W W W W LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (208)MT32 ARCH CT �/ �✓ W W W W W W W W W DVK MAN ARCHITECTS ■ w W 1 (6I 25&3181 CIVIL ICOBSON CONSULTING ENGINEERS ' W �✓ W W W W W ' (208)42&2600 w W W W W w ELECTRICAUPLUMBING: METRIX ENGINEERING �y W (425)33F2822 ' �✓ w W W STRUCTURAL: ' w W �✓ W W w W SEATTLE STRUCTURAL PS INC. 'W W (206)343-3000 .. CONTRACTOR SHALL W ALL REMOVE EX VEGETATION W W REQUIRED FOR CONSTRUCTION 'N N y 'W LU W W H' `V N W 0) W�� �� 0) 133 V O z 00 PROTECT EX SIDE SEWER STUBS TO REMAIN.CON AC TOR SHALL PQQT�OLE 73J hd9N RIM:13D.10' AND VERIFY LO ATION,DEPTH,SRE, _____ IE 10"PE)BSERVED(w):125.10 ' `} -6 AND MATERIAL OF EX SIDE SEWER GHNN6a2�9-----� / 7 STUBS PRIOR TO CONSTT CTION. I 1 1 m ILU PROTECT EX SEWER�� � ' PROTEC�T�F�(10" MANHOTO REMAIN ' a SEWER Ivi"hIN TO PROTECT\&GAS _------- �$2EMAIN asK -- -- To REMAIN ---- -- —•:'�R0— — erl;_ --— '�--"'9 — T E —— —— — 1J -- -- -- -——— L ' -------� rn O �L=S81 45"E_524.44' �/ —_— — — —_ —SS— ——ss ss ss —ss ss ss ss s _ - - — _ DITCH_ ^9'� 130 —'"� DItCH / _,n' 1 ' DATE 9/25/23 y_ DRAWN DJD/AJJ -As GAS ¢AS GAS GA i� SSG GRs CHECKED JAJ PROTECT EX 8"WATER _ ' --_---_ _----- ------ -MALN TOREMAIN — 130 —— REVISIONS: W yy W w W W W PERMfT SET 9/25/23 95%CD 10/09/23 BID SET 10/20/23 S6/44'45"E 1147.65 _ _ _ _ _ DEMOLITION ' SAWCUT AND / CITY OF ARLINGTON PLAN REMOVE EX 178TH PL. N.E. I CONSTRUCTION DRAWING REVIEW APPROVAL ASPHALT / (A DEDICATED PUBLIC RIGHT 0.<WAYJ , THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE �1 CONDITIONS ON THE TITLE SHEET BY: C1 .02 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Calls b1+effor8e io -1-900-424-5555 UNDERGROUND ora 0 5 10 20 SERVICE(USA) � 1430NEG.Street SCALE '1 '1O� rl /1 1 1 t:206-2-1732Seattle,WA 15 t 206-322-1732 \ LEGEND Ford Landscape Architects --_------>---------- — -------------- _--- _----__----- — — — — — — — — — — — PROPERTY LINE N 7933'os'L.-46.81' SAWCUT LINE -———————- A• 9 / • J� �✓ - REMOVE CURBING IREMOVE ASPHALT PAVEMENT \� \I/ �' �I. / REMOVE CONCRETE PAVEMENT e 4366, a J ---- s'c16r6eT Gl ��/ AI/ _ ——— 131 —— REMOVE TREE(S) `�IONAL PROJECT MANAGEMENT: W �✓ W W W ROCKPROJECT MANAGEMENT (425) W �\ \I/ �y W `✓ W \ / . / . / // 5 6 LANDSCAPEA CHITECTU (OR -AADS2AE ARCHITECTS 2 W W W W `OARCH MCTURE r DVK MAN ARCHITECTS 1 \I/ w W �✓ W / (4251259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS 426�2600 �✓ W \ W w W W I I' �I\' -__ ��� �I' I, I' //\I� �I, I I' -n E(20 8)MTRIX ENGIN ERING 22 \I, I \� \I/ �y �✓ W` w '� W\�� W W // w W W W I` S RUCSEATTLE STRUCTURAL PS INC. ' W W \ �✓ �V / / / I� / / / / / ` / _ (206)343-3000 \ \ W W IZ G J V LJ_ U� 41 W CONTRACTOR SHALL REMOVE -----------, ALL EX VEGETATION AS \ REQUIRED FOR CONSTRUCTION VI/ LIJ' I N' I� � \V \�/ �� \V PROTECT EXISTING TREE � W I V V V v V V I m W� l V I oY) Z ti I CY) I REMOVErREEs o 28"FIR / V \ I 1 4'CLF � UQ 2 ) I z < I �� I , � VE EX GRAVEL D�iYVEWAY Epp? E11 / PROTECtEX 6"SIDE SEWEk STUBS (ASSUMED)TO REMAIN.CONTRACTOR / SHALL POTHOLE AND VERIFY LOCATION, PTH,SIZE,AN��ry1ATERIAL OF EX\FDE \EWER STUBS PR OR TO CONSTRUCTION. / FOUND REBa .� / sae CAP)D r(E) ao --------------- BRK ---- '----JL---- --,•}M1-------�-/_ _----,a7,'L BRI(/ _---- _ —PROTECZIF(GAS _ VV—_--\P--- — — — VV �o� g�K '�s 130 �E l♦/�1) Y 131 LINE TOCIMAN MAI# _ — 130 — — 12DWY \I/ 130 —�— _ Y "� � 1 --------- --------- - �- 1, 1'DW - -- - - - - -' --��—z---_ _ L ---- -_-- — �---------=- --------- — —_-__— -- - - i =- - 130 ------- 129 -------- � ------ _ ,� _ _— ———— DATE 9/25/23 -1r-----_-_ 4 ---a DI7C_ _----At- w-------- ------- 11 DITCH ---- 1 GAS �/ G _ _GAS GA DJD/AJJ ------ - ^� -c,T��_= AS-----G --- _ \ 4� DRAWN BA3- GRS ^'�'=--aicS- --G �AS GAS � AS ,� ---i __ 128 -3 CHECKED JAJ —MAINTOPROTECTEX NMA WATE-R----------------------- ___ MAIN TO REMAIN S LE REVISIONS: W PROTECT EX 12 FIRE HYDRANT ��1i SET 9n5/23 2 W 95%CD 10/09/23 8 PROTECT EX BID SET 10/20/23 — — — — — — — — — — CSS SS SS SS-SS-SS-SS-SS-SS SS-SS - - / ! - - - - - - - - - - - - - -___ = - - - - DEMOLITION / BENCHMARK"B' _ _— SAWCUTAND CITY OF ARLINGTON PLAN PROTECT EX SSMH S.,RIM:1117a' SET CHISELED"c 1N NQPIHERLY 178THPl.— -E. REMOVE EX CONSTRUCTION DRAWING REVIEW APPROVAL IE 8"PE(EJ:123.70' RIM OF SSMH _-(A BEOICATED PUBLIC RIGHT OF WAY) ASPHALT CEILING 127.6' D.:128.69' -_-- THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: C 1 .03 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Call before you Dig.8-1-1 IERVICE(US 5 fora UNDERGROUND 0 15 30 60 SERVICE(USA) 45. SCALE 1"=30' 1430le,WA Street Seattle,WA 98115 t 206-322-1732 End,land Fora Landscape Architects v A.J9c v Ga w,sytio Q'F o N R,43667 �,�c1eTE66 Gl� `rIONAL$t, I � 9i2si2� PROJECT MANAGEMENT: ROCKPROJECT MANAGEMENT (425)572-6878 LANDSCAPEARCHITECTURE: FORA LANDSCAPE ARCHITECTS ARCHITECTURE: DY EMA ARCHITECTS (4 CIVIL: 0 1 I JACOBSON CONSULTING ENGINEERS (206)4262600 U EM TRIX ENGIN ERING 6'W (425)336-2822 IN RIM:132.89' STRUCTURAL: SEATTLE 10"PE(N,S) I - - 206 343-3000UCTURAL PS INC. 7'OBSERVED(E) pp I -- v �rLRAVED"'I i PEED LIMIT 35" I P oW PARCEL N0.:310521003002" i I ADDRESS:17911 SMOKE' `} POINT BLVO / OWNER NUTSON NEIL K :ANDERSON K CROSSARM v I I FOUND REBAR(NO h GAP)07(E)&a Y(N) �9 U OF PROP COR Ch — — — — — — — —?�— - - - - T - - - - - - - - - - - - - - - - - — — — I ZN 00 bE _ _ T N __ R '0 I C2.02 12 C3.03 SW -- - -- r - _ ---- ---- --1_�---- _----_ 4 83. -- ..uvDR AR(No CAP) � O3'(N)OI PROP COR J � o Ib 14 1 I PARCEL 40:3i05„FO�P�NTO BL:�. \\ Q FOUND REBAR&_ — — — — — — — t — — — — — — — 32 _�EAP:REBASC 1,%: BENCHMARK - /\ O-- I 73(E)OF - I // \ �- \� SET R.R.SPIKE IN PAS 00 FACE OF POWER 404' N Coo EL 134.04''�. --��_ Z O I I ❑ i10RY w< r JVC REBAR& 3�_ SSMH RIM:130.70' HOUSE I � —f O o -IETD'RE OBSER""(W)I725.10' LC G P CASCADE I271 r CEIC:i38.\ Y\ \ / "EAVf I 1 I m GROUND ROD I ��� ` r \ 4 _ — ❑ 2`" I FOUND REBAI 1 1 1 _ OR SSARM �y \ 19 BOB� — _ —� _ ''O� CAP)0.1'(E) � C_ —}3� -- }3B I coR SSMH RIM:132,63' L _ _ _ - RA7 4�45Z-,524,44L- 132 - - -- _ _ - 4,iG __ 10°PE(N.E.S) - --- - _ - _ - _-- -- - '� O a IL COC:124.10' _ - - SW 0 0 .I. - _ _-_ ----_-tl-_ _ - u SSV T - I• e�r SSA SS \SS SS S� � Y e a 11:9 _ T44'45 E 1147.65' _ I _ _ _ _ "FIR - D (A EDCA�iT PUBPC. NOEWAY) "SPEED LIMIT 2�5 �— I - - - y//�/ PE(L)123y1� J W— Jr -- 0 - - SWALE -_ -_- _ ANDSCAPE BOULDER I I qL /PSQ�" - SWALE,,3 - DATE 9/25/23 (TYPICAL) _ 01DRAWN DJD/AJJ OftE y - 129-02' 33'0WY 2 - - WY Cr, _ ,,SS ���7�y�� CHECKED JAJ iW �, 4 12 CP.128-OT AVE NE TOP OF DITCH--Y °" TOP OF DITCH 'EXIT ONL�/A"TOStlN°IM'd `�. TOP OF DITCH F CI I I > l \ / TOP OF DITCH C AR CLUSTER: ITC PARCEL N0..31052100J01800 IE 12"CP-127.33' PARKING° o LANDSCAPE BOULDER LANDSCAP 0 DER -16" 6 CFDAR ADDRESS.17721 35 BENCHMARK B REVISIONS: p (TYPICAL) (TYPICAL) UP TREES OWNER:CHRISTIAN&MISSIONARY ALLIANCE-ARUNGTO SE7 CHISELED"o'IN NORTHERLY PERMIT SET 9/25123 SWALE /-�/ RIM OF SSMH SSMH RIM:132,68' EL:129.69' 95%CD 10/09/23 m PEM s) 'PE(w) T cRossARM COG 1 7D'rpSe� '�\ SUP— BID SET 10/20/23 m—OP ANDS PE BOULDER \ - (TYPICAL) FOUND REBAR& -7 �R CAP."T"S LS 2960" OVERALL T.E.S.C. PLAN NO COMMUTER PARKING' CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: Development Services Manager C2.00 DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Call b1+effor8e io ' or I-900-424-5555 UNDERGROUND fora 0 5 10 20 SERVICE(USA) ' • 1430NEL.Street SCALE 1„ 1 O, Seattle, 1 732 2A98115 ' ford land ' LEGEND Fore Landscape Architects PROPERTY LINE ------------------------- ---------------------------------- --- _ _46.81' N 79'33b6"E — — — — — — — — — — — — — — IS INTERCEPTOR SWALE � 9 A• !lC— — — — WAS! I FILTER FABRIC FENCING _ CF TEMP CONSTRUCTION FENCING —M--M--M- CG TEMP CONSTRUCTION GATE e 455e] a CE TEMP CONSTRUCTION ENTRANCE _ `rIONAL E�0'l 9/25/2� ' INLET PROTECTION IP PROJECT MANAGEMENT: I VEG TREE PROTECTION �� ROCKP2-6878 MANAGEMENT INSTALFENCE SILT --- --- ' LANOSC_P4DS CHITECT HIT FENCE(TYP) FORAL2-1732 PE ARCHITECTS SEE DETAIL T (208)3 CTUR2 ARCHITECTURE: T INSTALL TREE DVKEMAN ARCHITECTS SEE SHEET C0.01 FOR TESC NOTES 425)25&3181 I PROTECTION FENCING CIVIL CONSULTING ENGINEERS PER LANDSCAPE PLANS ' (206)42&2600 SEE DETAIL 1.o INSTALL INLET PROTECTION IN NEW CATCH ELECTRICAUPLUMBING: ' METRIX ENGINEERING BASINS UNTIL SITE IS STABILIZED.SEE C4.XX (425)M&822 STRUCTURAL: SERIES SHEETS FOR NEW CATCH BASIN SEATTLE STRUCTURAL PS INC. CD ' LOCATIONS AND DETAIL S/C2.10. zos)sw-a000 SOIL STOCKPILES FOR THIS PROJECT SHALL BE ' N LOCATED BY CONTRACTOR AS PHASING LZ ALLOWS AND COORDINATED WITH THE CITY LJ� N PRIOR TO CONSTRUCTION.SEE DETAIL 4/C2.11. INTERCEPTOR SWALE W/CHECK DAMS AT ' LU W 50-FT O.C.(TYP) SEE DETAILS 1 g FOUND REPAIR& W CAP.•CASCADE 12716— � � W m 0.S E)OF PROP LINE (� Z N I 00 W OD Z Q 65 C � z C mo � I n 7 _ O 00 s FOUND REPAIR& ' V \9f \ CAP:'CASCADE 12716" j \ 02'(S)OF PROP LINE ' 1 1 1 m INSTALL CONSTRUCTION 1 1 1 FENCE SEE DETAIL 11 O ERE LE, co \ "EA \ .1 a.6 S_ SS DATE 9/25/23 AS GAS GAS ---.GAS-21 GA— _ —— — DRAWN DJD/AJJ \ GAS GAS �AS GAS GAS— --';AS-- -- CHECKED JAJ \STOP•• \_ � -------------- REVISIONS: - - w J'/y —W w w w w w W PERMIT SET 9/25123 YI' \ BID SET 10/20/23 I ON T.E.S.C. PLAN ' CITY OF DRAWING REVIEW -= E, ��BTH PL. N.E. /I--�1�2' CONSTRUCTION DRAWING REVIEW APPROVAL (A DEDICATED PILI RIGHT OF WAY) THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: C2.01 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Call b1+effor8e iyou or'1-900-424-5555 UNDERGROUND fora I I 0 5 10 20 SERVICE(USA) I& 1 I SCALE 1„ 1 O, Sea NE WA Street Seattle.L.98115 t 206-322-1732 ford land 1 I LEGEND Fore Landscape Architects _ PROPERTY F LINE N 79'3306 E_ _46.81' INTERCEPTOR SWALE— ------------------------------------------------- ----------------------------_ --__----__ � ___ - _ _ - Is � 9 a.a9c v Ga WASH,o FF FILTER FABRIC FENCING -- ———— -"' TEMP CONSTRUCTION FENCING —M--M--M— I CG TEMP CONSTRUCTION GATE e 4366, a CE TEMP CONSTRUCTION ENTRANCE `rIONAL Et,Gl — — - - - _ _ - _ INLET PROTECTION IP PROJECT MANAGEMENT: VEG TREE PROTECTION �� ROCK PROJECT MANAGEMENT 1 --- - 78 INSTALL SILT _ l (NDSC425)APE AR FENCE(TYP) LANDSCAPE ARCHITECTURE: INSTALL TREE Zoe 22-1732 LANDSCAPE ARCHITECTS SEE DETAIL INTERCEPTOR SWALE ARCHITECTURE: l 21 PROTECTION FENCING W/CHECK DAMS AT PER LANDSCAPE PLANS DVKEM9,3161AN ARCHITECTS 5EE DETAILS (TYP) (IL 25&3181 SEE DETAIL 10 SEE DETAILS e e I SEE SHEET C0.01 FOR TESC NOTES clJAC 21 21 21 JACOBSON CONSULTING ENGINEERS (206)III UP0 INSTALL INLET PROTECTION IN NEW CATCH E METRICAUPINEERI G 1 I BASINS UNTIL SITE IS STABILIZED.SEE C4.XX (425)M ENGINEERING STRUCTURAL: SERIES SHEETS FOR NEW CATCH BASIN SEATTLE STRUCTURAL PS INC. l P I LOCATIONS AND DETAIL S/C2.10. zos)Bw-Bono „vr uW,:R.ur ARL:a, n SOIL STOCKPILES FOR THIS PROJECT SHALL BE NI I N LOCATED BY CONTRACTOR AS PHASING ALLOWS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.SEE DETAIL 4/C2.11. < �I LU I W LU I W Zm N H 7 N N 00 zl l z \ G aQ nn \ z UQ 1 1 zLd 1 O00 1 SSMH RIM:13010' D l IE 10"PE OBSERVED(W):125.10" \ '6 1 l w INSTALL CONS UCTION l FENCE SEE DETAIL 11 l i O 2.i \ \ O \ t T -- — •'— --------—�' --_--_----•j---_ — 1 __-,J------ -- - - - ----------- - — ■ O - - 7 ------ --------Hr———— ——————————————— (� cn --S8T4_ 4 E 52744' -- _ _ DATE 9/25/23 Dli GAS— - — 1 GPI — crt5 rt� DRAWN = � DJD/AJJ CHECKED JAJ REVISIONS: w„ w� w w w' ", Vr w —"— w PEFWI T SET 9/25/23 95%CD 10/09/23 BID SET 10/20/23 _\ \ S874445"E 1147.65 _l _ _ _ _ ,— _ _ _ _ _ _ _ T.E.S.C. PLAN �l 1 78TH PL. N.E. I CONSTRUCTIONDRAWING REVIEW APPROVAL (A DEDICATED PUBLIC RIGHT OF WA> , THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: C2.02 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Calls b1+effor8e io or I-900-424-5555 UNDERGROUND o ra 0 5 10 20 SERVICE(USA) • k, 143UNEG.Street ' SCALE = 0' Seattle,WA 98115 t 206-322-1732 ' \ / End,land \\ LEGEND Fore Landscape Architects ---------- ----------------------- --------------------------------------------------- - E-PROPERTY LINE N79E33'Ge"E-46..81' - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I �t Eti �� ��", �� �: - - - - IS INTERCEPTOR SWALE WAS FF FILTER FABRIC FENCING C_- � CF TEMP CONSTRUCTION FENCING -M--M--M- � CG TEMP CONSTRUCTION GATE e 43667 a �cISTEPO Gl INSTALL SILT TE E�CQNSTRUCTION ENTRANCE f 7 `V10NAL�� ' I \\\ -- 9/25/2� FENCE(T!P) / INLET PROTECTION IP \ SEE DETAIL e / PROJECT MANAGEMENT: TREE PROTECTION ROCK PROJECT MANAGEMENT (425)572-6878 \ / I LANDSCAPE ARCHITECTURE: \ \ / FORA LANDSCAPE ARCHITECTS \ \ INTERCEPTOR SWALE / I (206)322-1732 ' \ W/CHECK DAMS AT / " ARCHITECTURE: -( 50-FT O.C.TYP / DVKEM9,3161AN ARCHITECTS ' SEE DETAILS / SEE SH ET C0.01 FOR TESC NOTES clJAC OBSON CONSULTING ENGINEERS ELECTRICALIPLUMBING: INSTALL INLET PROTECTION IN NEW CATCH METRIX ENGINEERING BASINS UNTIL SITE IS STABILIZED.SEE C4.XX (425)M&822 M SERIES SHEETS FOR NEW CATCH BASIN S SEATTLE STRUCTURAL PS INC. LOCATIONS AND DETAIL S/C2.10. (206)343-3000 ' \ SOIL STOCKPILES FOR THIS PROJECT SHALL BE LOCATED BY CONTRACTOR AS PHASING N I ALLOWS AND COORDINATED WITH THE CITY O' \ N \ 0060 Q O (4)18900 GALLON CAPACITY PRIOR TO CONSTRUCTION.SEE DETAIL 4/C2.11. U' \ O O� TEMP SETTLEMENT TANKS op \ QO Qp ("BAKER TANK"OR EQUAL). LLI \ O CONTRACTOR SHALL PROVDE ALL LLI \ O�O°� 0� PUMPS REQUIRED TO MANAGE I ` O O ( CONSTRUCTION STORMWATER r WAND AND DISCHARGE AT THE SITE. LLI SEDIMENT TRAP WITH 600 0`n5^t-'(��'\\ N CUBIC FEET 55 GALLON SUMP O�/r/�'v AND PUMP INSTALLED AT LOW Ow OC PUMP CONSTRUCTION00 LJJ' O OO OO 01 STORMWATER TO N Z POINTONSITESEEDETAIL O SEDIMENT 5 0 00000 0 0 4 CLF 1 00Uj oO OOP // 24"FIR Z ' ONSTRUCTION ACCESS oO0 O SEE DETAIL /� � EM ILl- \� I > �06 0 0,A //� LSEE RAW m ' O opo0OC / ROSS FENCE SEE DETAIL 0-05 //// I Dr,EBnI NSTALL CONSTRUCTION STALL TEMPORARY CULVERT FOR OO ,�INTq . SWALE OR RUBBERIZED SPEED__________ e3 _ _ BRK __ __ ry___ _____�,.Lss"_ BUMP FOR INTERCEPTOR SWALE _ - Q) - - THROUGFTCONSTRUCTIOAACCESSYC -434- V J O� S S SW DATE 9/25/23 -- --BAt-- — ASAS GAS �n� - —(V _ _ AS 1 G -GAS --/ Kas DI7CH— — � —j-�—GAS GAS GAS In GA DRAWN DJD/AJJ ----- �- - S SW SW- CHECKED JAJ �W W W __\ W W SwA,F REVISIONS: SE PUMPw'¢EDIME TORM�ENTTA FROM TEMP PERMIT SET 9/25/23 SEDIMENT SETTLEMENTTANKS TO IE I2°PE.727GG' CONSTRUCTION �� EXISTI G DRAINAGE DITCH.CONTRACT 95%CD 10/09/23 ' � YPEpO ACCESS GATE Try0 ENSURE ALL DISCHARGE ME BID SET 10/20/23 TURBIDITY REQUIREMENT. .� SS-SS ss ss ss ss _ _ 41 s - - - - - - - -_ - - - - ' i T.E.S.C. PLAN CITY OF BENCHMARK'B° -__-- __ ARLINGTON SSMH RIM:129.70' SET CHISELED-c IN NORTHERLY 1 78 TH�L.-N-E CONSTRUCTION DRAWING REVIEW APPROVAL IE8°PE(E):123.70' RIM"SSMH CEILING:127G' EL 129.69' //----.-(A H3EDICAiED PUBLIC RIGHT OF WAY) i THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: C2.03 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW MUD ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE PERIODIC TOP DRESSING WITH fora ADDITIONAL BALLAST ROCK,AS CONDITIONS DEMAND,AND REPAIR AND/OR CLEANOUT OF ANY COVER PROVIDE FULL WIDTH OF STRUCTURES USED TO TRAP SEDIMENT.ALL MATERIALS SPILLED,DROPPED,WASHED,TRACKED ROCK MUST COMPLETELY THE BOTTOM AND SIDES THE DITCH INGRESS/EGRESS AREA FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY, 2. CONSTRUCTION ENTRANCE SHALL BE USED FOR TIRE CLEANING/WASHDOWN ONLY.GENERAL 143ONE65tn street CLEANING/WASHDOWN(CONCRETE BOOMS,ETC.)SHALL OCCUR AT APPROPRIATE OFF-SITE Seattle,WA 98115 6"MIN. ,LpO MAN LOCATIONS. foza-322 732 land 24"MIN. _ ZS'M/N 12"MIN THICKNESS 3. HAZARDOUS CONDITIONS MAY EXIST NEAR THE CONSTRUCTION ENTRANCE LOCATION(OVERHEAD Fora Landscape Architects POWER,ETC.).THEREFORE,IT SHALL BE THE FULL RESPONSIBILITY OF THE CONSTRUCTION WIRE FENCE TENSAR GS-1 SAFETY ENTRANCE USERS TO EMPLOY SAFETY PRECAUTIONS AS DEEMED NECESSARY. CROSS SECTION TO STEEL POST I� 10 FENCE OR EQUAL �0 MAINTENANCE STANDARDS: 9A•J9�+ GEOTEXTILE-MIRAFI �' Ga a""stir 500-X OR EQUAL 1. ADDITIONAL BALLAST ROCK(OR HOG FUEL)SHALL BE ADDED IF THE PAD IS NO LONGER IN 2H:IV SLOPES oo ACCORDANCE WITH THE SPECIFICATIONS. Na" GALVANIZED WIRE OR OTHER APPROVED SPEC SECTION PER WSDOT L=THE DISTANCE SUCH THAT POINTS Fk/ R 25'MIN SPEC SECTION 9-03.9(1) 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT,THEN A AND B ARE OF EQUAL ELEVATION MATERIAL STjNG ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED.THIS MAY a3ss� A 2".4"ROCK R0g0 ----- INCLUDE STREET SWEEPING,AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE,OR THE use"'ctsreR�Gl .y .y, >>5 >>5' >�' >�' > :�>> ' g r y L INSTALL DRIVEWAY CULVERT IF INSTALLATION OF WHEEL WASH.IF WASHING IS USED,IT SHALL BE DONE ON AN AREA COVERED IONAT,E, CLIP FENCE TO WIRE THERE IS A ROADSIDE DITCH WITH CRUSHED ROCK,AND WASH WATER SHALL DRAIN TO ASEDIMENT TRAP OR POND. PRESENT,AS PER KING COUNTY STEEL FENCE POST ROAD STDS.(SEE PLANS) 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY PROJECT MANAGEMENT: SWEEPING.THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON ROCK PROJECT MANAGEMENT SITE.THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET,EXCEPT WHEN (425)572-6878 LANDSCAPE ARCHITECTURE: CHECK DAM SPACING SWEEPING IS INEFFECTIVE AND THERE IS ATHREATTO PUBLICSAFETY.IF IT IS NECESSARYTO FORA LANDSCAPE ARCHITECTS WASH THE STREETS,A SMALL SUMP SHALL BE CONSTRUCTED.THE SEDIMENT WOULD THEN BE (208)322-1732 WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED.WASH WATER MUST BE PUMPED BACK ARCHITECTURE: ONTO THE SITE AND CAN NOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. OYKEMAN ARCHITECTS (6 25&3181 CIVIL : 4. ANY BALLAST ROCK THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL JACOBSON CONSULTING ENGINEERS (208)4262800 BE REMOVED IMMEDIATELY. ELECTRICAUPLUMBING: METRIX ENGINEERING 5. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION (425)M&822 ENTRANCE(S),FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. STRUCTURAL: NT$ NT$ NT$ SEATTLE STRUCTURAL PS INC. Check Dam 1 Clearing Limits Fence 2 Construction Entrance 4 2osI343-3000 STRAW ROLLS MUST BE PLACED \'/ (1.2m) 2"x4"WOOD POSTS, ALONG SLOPE CONTOURS MG/ NOTE:FILTER FABRIC FENCES STEEL FENCE POSTS, \ �i SHALL BE INSTALLED ALONG 10' REBAR,OR EQUIVALENT �., �3 2S, CONTOUR WHENEVER POSSIBLE 8�J ADJACENT ROLLS �\ SHALL TIGHTLY ABUT ADAPTER RETRIEVAL STRAP SKIRT JOINTS IN FILTER FABRIC SHALL BED •A, 48" SPLICED G POSTS.USE STAPLES, 2"x2"BY 14 Ga.WIRE OR i 48" 10'MAX. WIRE RINGS,OR EQUIVALENT TO EQUIVALENT,IF STANDARD �� \I/ ATTACH FABRIC TO POSTS. STRENGTH FABRIC USED OVJ FILTER FABRIC ROLL SPACING DEPENDS ON SOIL i - AIi DIY co �iiYv viV/� TYPE AND SLOPE STEEPNESS FW �v�v v vv/vvv A N BYPASS EAT STORM OVERFLOW(TO TOE IN SHEETING i'\\�\\\�/\\ 3"5"(75-125mm) SEDIMENT,ORGANIC � � � GEOTEXTILE IN MINIMUM //\\//\//\\ VOLUMES) G\/\\/\/ 10 MAX. MINIMUM 4"x4" MATTER,AND NATIVE Q FABRIC 4"X4"TRENCH \\/i\\\/�\/i\\\ TRENCH SEEDS- \�\�/j��/��\ ����,' 8"-10"DIA. BEHIND THE ROLLS (200-250mm) � C Oi/Oi/vvi0 v SEDIMENT /\\//\\per\ -- - BACKFILL TRENCH WITH O TIRES,SANDBAGS,OR EQUIVALENT \\��\�,\��\�,\���,-,, 6'MAX.� NATIVE SOIL OR 3/4"-1.5" LIVE STAKE ACCUMULATION MAY BE USED TO WEIGHT PLASTIC PROVIDE ENERGY DISSIPATION POST SPACING MAY BE INCREASED / , Q WASHED GRAVEL AT TOE WHEN NEEDED \�\ v LJ TO 8'IF WIRE BACKING IS USED 1"x 1"STAKE "wA, INLET PROTECTION NOTE: SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF I2"AND Ljj z STEEL FILTERS SHALL BE INSPECTED AFTER EACH STORM EVENT AND NOTES: CLEANED OR REPLACES WHEN 1/3 FULL. BE WEIGHTED OR TAPED EEL WOOD POSTS, FENCE POSTS, 1. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING REBAR,OR EQUIVALENT OF THE ROLL IN A TRENCH,3"x 5"(75-125mm)DEEP,DUG ON CONTOUR. a 2.RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. O 00 3.FOR ASPHALT OR CONCRETE APPLICATIONS,STRAW WATTLE SHALL BE LAID ONTO OF PAVEMENT AND HELD IN PLACE AS NEEDED WITH SANDBAGS AND NTS NTS NTS ADJUSTED AS NECESSARY AS PHASING OR FIELD CONDITIONS CHANGE. NTS Inlet Protection 5 Plastic Sheeting 6 Silt Fence 7 Straw Wattle I 6"=12"PERFORATE W m WI Iz � PIPE AS NECESSARY zl la 5/8"WIRE ROPE PROVIDE SECURE TOP OF PIPE SHALL BE a to END ATTACHMENT AT CORNER AND a 6"MIN ABOVE GRADE of I GATE POSTS AND PROVIDE RUNNING METALSU'-8'ON I s �, ATTACHMENTAT EACHLINE NCEP AND T PROVIDE SOLID COVER POST 6'-8'ON \ RUNOFF WITH NEAR CENTER OF EACH FENCE PANEL Y CENTER SPACING TRUSS ROD 3/8'DIA TOP RAIL 0 SEDIMENT DISCHARGE TO SEDIMENT 'HEIGHT POND VIA TEMP FORCE MAIN MIN 5 5'POST HEIGHT W/TENSION DEVICE 1.666 INCH O.D. c^ E 5%� 1 �/J STRETCHER LINE POST(TYP) BARRICADE FENCING(ORANGE BAR 2.375 INCH O.D. CONSTRUCTION FENCE)MIN 4' . HEIGHT SURROUND TREE OR 2'POST BURIAL DEPTH DATE 9/25/23 GROUP OF TREES AT DRIP LINE ' PROVIDE 12"MIN OR AS SHOWN ON PLANS DRAWN DJD/AJJ FILTERED RUNOFF WASHED ROCK AROUND SEE DETAIL 2 CHECKED JAJ r PERIMETER OF PIPE NOTES: 2.1 z WRAP WITH PERMEABLE 1. A MINIMUM 4 FOOT HIGH TEMPORARY FENCE MUST BE PLACED ATTHE DRIP LINE OFTREES PRIOR TO REVISIONS: FILTER FABRIC THE COMMENCEMENT OF CLEARING OR EARTHWORK.NOTIFYTHE CLEARING AND GRADING _ INSPECTOR TO GET BOTH THE INSPECTION AND WRITTEN APPROVAL OF FLAGGED TREES AND PERMIT SET 9/25/23 m 24"-36"PVC OR HOPE PIPE TEMPORARY PROTECTION FENCING AROUND TREES TO BE SAVED PER THE APPROVED CLEARING AND 95%CD 10/09/23 W/2"DIA WEEP HOLES OR GRADING PLAN. APPROVED EQUAL 2. NO STOCKPILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED WITHIN THE LIMITS OF BID SET 10/20/23 WIRE TIES THE TEMPORARY FENCING.FILLING,EXCAVATION,AND CLEARING MUST BE ACCOMPLISHED BY HAND _ METHODS ONLY. 3. ROOTS OF TREES TO BE SAVED WHICH ARE DAMAGED DURING CONSTRUCTION MUST BE TREATED IN � VA�i�V� A��� • O 0 THE FOLLOWING WAY:FOR DAMAGED ROOTS OVER I"IN DIAMETER,MAKE A CLEAN,STRAIGHT CUT TENSION WIRE T.E.S.C. DETAILS SUMP PUMP AND MOTOR TO REMOVE THE DAMAGED PORTION OF THE ROOT.ALL EXPOSED ROOTS WILL BE TEMPORARILY BRACE RAIL CITY OF ARLINGTON COVERED WITH DAMP BURLAP OR WOOD SHAVINGS TO PREVENT DRYING AND COVERED WITH EARTH AND CABLE CONCRETE BLOCK CONSTRUCTION DRAWING REVIEW APPROVAL WATER LEVEL AS SOON AS POSSIBLE. 1.666 INCH O.D. CONCRETE BLOCKS THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CORNNERER POST 4. SEE TESC PLANS FOR LOCATION OF EXISTING TREES TO RECEIVE TEMPORARY FENCING. STD GALVANIZED CONDITIONS ON THE TITLE SHEET 5. SEE SPECIFICATIONS FOR PRUNING,WATERING,AND OTHER MAINTENANCE REQUIREMENTS BY. V / O Development Services Manage ^_^. 1 r L 1 NTS A NTS 1 O NTS 11 Temporary Sump and Pump 9 Tree Protection Construction Fence DATE: THIS APPROVAL VALID FOR 18 MONTHS fora 143UNE65th Street Seattle,WA 98115 WIDTH AS REQ'D.1'(MIN)--oI IF PROVIDE WEIGHTED foza-32 732 PLASTIC SHEETING ON _ land STOCK PILE MATERIAL TEMPORARY Fora Landscape Architects SEE DETAIL STRAW WATTLE III= —III= 6 CONSTRUCTION FENCE SEE ETAIL _—II I1=1I I1=11I1= zz A, 9 SILT FENCE WHERE �pj' III=III=III=L=III=I I=III= y� za11 e H,Jr C' INDICATED ON PLANS y �_— � �_ a/- PER PLANS III—III—III—I I—III—�jT� III—III— SEE DETAIL ti =II�III=11 III=11111=11 111=— STRAW WATTLE �= 7 =III=ICI=III= =11= =IIIIIIII=III— SEE DETAIL 2.1 _ ll1=1f�ll1=1f� ll1= ll1=1f�ll1=1f� z.l —III—III—III III— —111-11 III-1 11 111—III—III—III— EX GRADE —II )1i=1�Tii-11 II-11 )T �Tii-1��= wes� -1I I-1 I I=III=1 I I=11 r�1 1 f= H I�=llN II�=llN I f-1ll=1I I-_ �Slo�ti��Gt�`" 9/25/2� STOCK PILE NATIVE MATERIAL PROJECT MANAGEMENT: ROCK PROJECT MANAGEMENT FOR USE DURING PHASE 2 (425)572-6878 FINAL LOCATION TBD BY LANDSCAPE ARCHITECTURE: CONTRACTOR AND TO BE FORA LANDSCAPE ARCHITECTS (206)322-1732 NOTES: COORDINATED WITH CITY ARCHITECTURE: DYKEMAN ARCHITECTS (425)259-3161 STOCK PILE MATERIAL SHALL NOT BE COMPACTED. CIVIL: JACOBSON CONSULTING ENGINEERS (206)4262600 ELECTRICALIPLUMBING: METRIX ENGINEERING (425)M&822 STRUCTURAL: NITSNITSNT$ SEATTLE STRUCTURAL PS INC. Not Used 1 Not Used 2 Stockpile 4 (286)343-3000 UNDISTURBED OR WATER SURFACE NOT I..L PROTECTED SLOPE. TO EXCEED ORIGINAL 1 FT.MIN FREEBOARD COMPACTED TO SLOPEN T TO GROUND ELEVATION 90%OFTHE MODIFIED PROCTOR EXCEED 15% MAXIMUM DRY DENSITY(ASTM D1577) ,1 I lil �I� II\ I14�1 hl/ CFI glll 7 N a D 2 1 ORIGINAL GROUND OD SURFACE 2'MIN WIDTH 2"TO 4"ROCK CENTER UNLESS LEVEL BOTTOM OTHERWISE SPECIFIED C O NOTES: O 1. PROVIDE ROCK CHECK DAMS EVERY 50 Fr.OR EVERY 5'OF VERTICAL FALL. \) 2. DIMESTIONS:1 Fr MINIMUM DEPTH(D)BY 2 Fr MINIMUM BOTTOM WIDTH v Q 3. SWALE GRADE SHOULD NOT EXCEED 5%.SIDE SLOPES SHOULD BE 2:1 OR LESS. z 4. OUTLET SHALL CONSIST OF RIP RAP DISCHARGING TO STABILIZED OUTLET,SEDIMENT POND OR Z a LEVELSPREADER. 5. IF DESIGNED AS A PERMANENT DRAINAGE FEATURE,MAY BE USED IN COMBINATION WITH INTERCEPTOR DRAIN. O NITS NITS NITS NTS 06 Not Used 5 Not Used 6 Not Used 7 Interceptor Swale $ > 0 O Oa 5 T G 0 Y ��^^ V J C/) DATE 9/25/23 DRAWN DJD/AJJ CHECKED JAJ REVISIONS: PERMIT SET 9/25/23 95%CD 10/09/23 BID SET 10/20/23 T.E.S.C. DETAILS CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: C2. 11 Development Services Manager NITS A NITS 1 O NITS 1 1 Not Used 9 NOt Used NOt Used DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Call before you Dig.8-1-1 IERVICE(US 5 fora UNDERGROUND 0 15 30 60 SERVICE(USA) SCALE 1•, 30, 4 1430NE65th reef Seattle,WA 98115 t 206-322-1732 the land Fora Landscape Architects v A.J9c v GM w,sytio Q'F o N R,43667 �,Ac18TE66 Gl� SIONAL E� PROJECT MANAGEMENT: ROCK PROJECT MANAGEMENT (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS I I ARCHITECTURE: I DY MA ARCHITECTS (425) CIVIL: o I I JACOBSON CONSULTING ENGINEERS (206)4262600 O U EM TRIX ENGIN ERING 6'W (425)336-2822 IT RIM:132.89' STRUCTURAL: SEATTLE 10"PE(N,S) I --------------------- ---- - -- 206 343-30 OUCTURAL PS INC. 7"OBSERVED(E) I ------------------------- PEED LIMIT 35" I I P o to I I..L I PARCEL N0.:31052100300200 I 0ORESS:17911 SMOKEY POINT BLIND WNER:ANDERSON KNUTSON NEIL K CROSSARM I I FOUND REBAR(NO •O •�.0•�s L CAP)02'(E)&O Y(M — — — — — — — — — — — — — — — — — — — — — - C3.03 — u' I B T — T — I /o I FUTURE 00 3'2 WALKING TRACK/PATH 32 I / SMOKEY PT PLAZA SPACE o i BLVD NIC)— PHASE_1---- -------------- ------------ PHASEI �HAS�2 R } _ _ _ _ •7 4W.�'8 _ -- ----—-- ---—--- ------c----- FOUND AR(No CAP) P o I NW /--- OP COR ::•0;..:.•;•.:::•;. o I `.: •:::!`.::'ti:•:.cif: ' 131 m I � m •�'' GRASS -....._ — I Ib +� �- + + 133.\\ FLELD 1 0l� w A I GRA BREAKLT BLVD W:.: BENCHMARK'A" 32 } ■ 9 ■ --yRIDGE_--- 1 r -------1 I I �� I I ;i' = � SET RR.SPIKE IN EAST Q •^II \ m FACE of POWER Potr -- 3 U 1a I I GOyFF�ED STAG RESTROOM I G O El:34-o4'. o m a — -- / A V A / /.' FACILITY HOUSE + -- + �+ IEt M�:::::�... 1� I 1 1 m O oT }- E 132 FOUND REBAI L.LI i �a m 3 _ GROUND ROD - � � ® _ () _ CR SSARM II Cn \ _.- ........ ..- II \ m � f e'^ CA)0.1'E � C SSMH RIM.132.68 •� -_ - -� 130 I COPY p I N_=nyyy O COC'124.10' ) a --,yg2--T �/� J5' a I V J (n ..IR — -DYS � — — — - -13/.. I `-SSIAH RIM, _---- I ,��BTH PL. N.E. J � J — — — — — — T -132' —1 �- (�A DEDICATED PUBLIC RIGH7 OF WAY) / SPEED LIMIT 25 y SOUND:1�276' —_—_ 7 — / _---- -- - -1 - DATE /25/23 aNDscAPE TYP 1) / +°I / pSpN 2� e y_�n — .°s-131- '� --w 2 ,�. - _ — — — - SW ALE s (iwlcAL)� M I I i / _ DRAWN DJD/AJJ / }1n� _ gilts-a2' 3 w 7Dwr cT cP:l2szr TOP OF DITCH l L 3 "'-TOP _J "I'll,CP 726.04 TOP O DITCH�� !�-TOP OF DITCH "EMIT ONLr1A"TmwkBC, CHECKED Jq,J �/ _ TOP OF DITCH 7CET7AR CLUSTER: ITCH PARCEL NO_37052100301800 IE 12'CP:127.33' pgRKINO° LANDSCAPE BOULDER _ F 6°CCCAR'178TH PL NE PARKING ADDRESS:17721 35TH AVE BE BENCHMARK REVISIONS: M LAN CAP 0(DER16" o a (TYPICAL) 178TH PL NE GRIND& ICAL)I/ \ aP TR-`(38 STANDARDS STALLS♦OWNER:cHRISTAN&MISSIONARY ALLIANCE-ARUNGTO SE7 CHISELED"o'IN NORTHERLY PERMR SET 9/25/23 SWALE / OVERLAY(HALF STREET) /L 2 ADA STALLS) RIM OF SSIAH 119.69' w / 95%CD 10/09/23 SSMH RIM: 8' N Q ` BID SET 10/20/23 f0"PE(NS)e"PE('PE(W) CROSSARM CDC:123.70 Sep I ------�� p' o\ Ipp LANDSCAPE BOUfDFR d ly (TYPICAL) vv FOUND BLEAR& TS P I CAP:°CUR715 LS 2960" • OVERALL ® `P CITY OF ARLINGTON GRADING& 'NC COMMUTER PARKING" CROSSA(I I® CONSTRUCTION DRAWING REVIEW APPROVAL PAVING PLAN THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET —� BY.Development Services Manager C3.00 DATE: THIS APPROVAL VALID FOR 18 MONTHS I S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Call before you / 1 g.8 1.800,424-5555 / UNDERGROUND fora 0 5 10 20 SERVICE(USA) / B SCALE 1 =10' Sea NE WA Street Seattle,WA 98115 I ' C 2-1732 I ''I ford ra.land FUTURE Z NCING PER ' LEGEND Fora Landscape Architects / SMOKEY POINT CPE PLANS(TYP) -,4 E F, �c PHASE 1 -- I -_ PROPERTY LINE N 79•JJ'06 E-46.aYBLVD(NIC)- _-- --------------- -- --- - ------ ----------_ _I - - - - - - - - - - - - CONTOUR(INDEX) �1 A•Jq y�Ga w^s9�0 I CONTOUR ��sy,�- P a ,1 65 ° _ _ _ - - ---______ _ td-- -ERK_--_-� _ -_ SPOT ELEVATION ,,,109.36 /-BC109.36 I d SITE WALLS PER LANDSCAPE VV 132.94 _',r'�, '+ GRADE BREAK -WNW--yA��r- �nsR-4 6TER�Gl W PLANS(TYP) 1 ,`i92+63,`+� •� ASPHALT PAVEMENT JTp ti E� '`�`�. 9/25/23 d - - -- -_ T`i _ k+�+k`k ` _ ASPHALT OVERLAY � � 133.17 j +` '/+ ___- ------ CONCRETE PAVEMENT �' P ROCK PROJECT MANAGEMENT 134.Y4 _ ,, . a a ' `+ ` -- • (425)572-6878 a r Ns LANDSCAPE ARCHITECTURE: J ' SPECIALTY CONCRETE PAVEMENT x FORA LANDSCAPE ARCHITECTS + 132.82 13283 132.5fi q d P131� °O 4 a $D C PEI I CH 3 CTUR2 133.9 RIM .10 91 \ CONCRETE CURB DYK MAN ARCHITECTS ,r c ° , ` \ (425)259-3161 d ,`t'r.++ 133.05 CIVIL: cl 133.8 '-\ \ BIORETENTION#1 JACOBSON CONSULTING ENGINEERS (208)4262600 o v D + BOTTOM ELEV 131.60 ELECTRICAUPLUMBING: \ SEE DETAIL METRIX ENGINEERING d + 1 SEE SHEET C0.01 FOR ADA NOTES \ (425)336-2822 ^( \ 4.1 STRUCTURAL: ° 1 31 ° ° 133.97 133. c ° r +\u \\ - SEATTLE STRUCTURAL PS INC. CID d (206)343 3000 I- \ 133.7 /+ +\ \ CONCRETE d Of I < 4 o u c e . 133.89 + 'f+` t \ SIDEWALK PAVING(TYP) SEE DETAIL o + ' e 4 4 � At' .77 LL 4 o d / 13390 ', ',`'.' 133 0 ---- \ M D d a ° 133. 133.74 32 a�3 1\ 1 LU e B 7� SD B C E I off. w `R2.`r -&+' d = / 4 UND BAR ° c I W WP +',rr*, {' T d ASCADE 392 d 0.9% 1.5% N(E)OF PROP LI E 'B2C8 TY CChV 1 � r13. 7 d a o I W D wl d 4 1 % < < d +` (2 "CONCRETE Z Q> 8 a ° ° STAIRS PER I ' J ti c LAN SCAPEP NS ° x d 4 '``. J-A I ■=l C e Pp a d 133.93 _ c ° 2.74 0 0 0- ` 1 4.00 d 34.00 ,`Y3A i0`1,' d 1 .91 / -� 13.90 133.74 a ( r O e9 4 4 a, - BIOR ION#2 / , Q ° 4.18 134.04 TTOM 0132.71 132.62 v E / d - ° 131. 0 133 / j 3 w I d S f 1LLI J d - I _ d a SD A PE / z CO o RIM 132.00 _ E- 3a.s s a --1 f - � III - -o T+ 00 41� O o I \ 134. d 13a.s D A3 B TYPE I a 3.t- 1.oQ 13 '� ' h�. // g \ e' ° 4 RI 133.5 4� +/ G� R 3 Cn` '3 / \ c e e - 13.63 133.15 'Y �33.97 \ 3 0 1 3.83 \ 113.63 D REB 133. -0 \ 9f ° ^ , \ <o.% 5% B3 3a.6 // GRASS FIELD PER : - ..... ° % CONCRETE SI L ` .+'T''♦ ' a\ PAVING(TYP 33.0o /(\ L'SCAPE PLANS I 1 m w \ \`--\ �o STA LSIGN P T SEE DETAIL SB.' EE DE I 8 1 \ p o \ .1 133.09 132.95 T YPsp� d \\ a\ 4 5.7% ° 3 6 da ++V+•`a'r+ r T °9,8'r Y .�1d d 132.91 dPF,'I + i,` 132.85.ae \ - RIM 133. '' +T,+ w .`' E c 4, 4\ \ \ 39_ a __ -- cBC ...79 132.72� 9J __ - Q \ , °I 1I 5�>6 a _ 133. W C 132.83 --8 BC 2.33 ` L- - -� � - --- _C.$32.3 _ d DATE 9/25/23 d �'°° LIGHT POLE AND SEE NDSCAPE PLAN FOR 4� n �� ° �J @ a@ ° TO 133.16 BASE PER ELEC'L 4 11 - )E q BC 132.66 91 S CIALTY PAVING AT WALKING DRAWN DJD/AJJ \ c - __ PLANS(TYP) PATH(TYP) d CHECKED JAJ \d\ 4 d TC 132.61 ' REVISIONS: a BC 132.11 PERMIT SET 9/25/23 TO 132.57 < 132.45 NE BC 132.07 F 9'TYP-1 m a 13z.3a (TYP) � 95%CD 10/09/23 FLOWLI- --------------'--- -N - ti ---------.------ BID SET 10/20/23 \ 132.40 C 132.52 TC 132.50 \ BC 132.0 BC 132. I \ SO C5 CB TYPE I ao A RIM132.56 \ _ _ GRADING& /__ CITY OF ARLINGTON �BTH PL. N.E. Drs CONCRETE CURB ACCESSIBLE HALF STREET GRIND FULL DEPTHASPHALT ' PAVING PLAN i AND GUTTER(TYP) PARKING STALL AND OVERLAY(TYP) 13�PAVING SECTION(TYP) CONSTRUCTION DRAWING REVIEW APPROVAL / SEE DETAIL 6 SEE DETAIL 31 SEE DETAIL $ (A DEDICATED PURUC RIGHT OF WAY) SEE DETAIL 3.1 ' THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: C3.01 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. , Call befor 1e to S8 SERVICE(USA) fo.ra 1.800,424-5555 UNDERGROUND 0 5 10 20 sERwcE(usA)SCALE 1„�1O, et Seattle, 98115 t 206-32-21732 fora.an FENCING PER 1 '\ IR / \24" L'SACPE PLANS(TYP) 1 LEGEND Fora Landscape Architects ---T-------------- --- - -------------.- ----------------------------PHASEI PHASE -- ---- r--- PROPERTY LINE N7s•JJ'Os'E-46.aY CONTOUR(INDEX) 13n- 9A•JAC 1 1 � v Ga wash2 O 13z.fia CONTOUR 4� BRN - -----------`=''1. - ------- --__ _ 132.58v 7�TC 109.66 SPOT ELEVATION .'`•10936 J gc 109a6 p^R*/ - ---- ---- - --- - --------� --- GRADE BREAK vAit[l'- chs�clsreR Gl �:V ASPHALT PAVEMENT SI to 5r `"i1S2yZr' OVAL E - F�'�+�ma`s. V15/1� . r r r r = , ------- - - -F-"- ------ - - -------- --k-; -++'kr- _ ASPHALT OVERLAY r _ _ `+,_"a ' ' , + `:*` PROJECT MANAGEMENT: -'� '•;*' r` CONCRETE PAVEMENT ROCK PROJECT MANAGEMENT 1 - - 2.51 •t , ', '" +, 425 572-6878 132.55 \ .`C`++ SPECIALTY CONCRETE PAVEMENT x N LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS -• + (206)322-1732 --- I + +,` CONCRETE CURB &aAR ARCHITECTS L-_ T T ARCHITECTURE: \ DVKEMAN ARCH _- �', + (425)25 -----_ 132.31 1 ------ _- -_ 113399 \\ +,,r CIVIL CONSULTING ENGINEERS 132.11 ------ 1 _ \ " ELECTRICAUPLUMBING: 1 \ SEE SHEET C0.01 FOR ADA NOTES METRIX ENGINEERING \ (425)M&822 1 TRUCTURAL: PARCEL N0:31052100302300 \ \ \ S BEATTLE STRUCTURAL PS INC. ADDRESS 17903 SMOKEY POINT BLVD \ ' OWNER:CITY OF ARLINGTON \ (206)343-3000 MI \\ IM LU W =1 I `, 1= � NI I ti 1 N W133.30 1S4.35 ) W CY) �1 1.0% 1.0%I-----------� ------y-y---------- ---------------- ---- ---- - r RIDGE LINE RIDGE LINE RIDGE LINE 134.72 r 00 Lul \\\ I W CY) Z V Z Q J 1 _ GRASS FIELD PER = r L'SCAPE PLANS _ O / O 1 - - - - - - / m vvvv z 1 \ 134.15� _ _ a � - GP-0FIPIATEAIL `\ - - - BENCH TYP) 133.80 DO \\ L J-- 131.44 1-- \ - __ _ \ R ld 130. / SEE DSCAPE PLAN FO BOTTOM OF PLAT A rb RI 131 + 1 -- - --- ----- 333 I SQ CI CB NPEJ i .r*,+ .1 > �6 1 I I I CON TE SIDE a M / ` ` "., , T T TLU T .51 \ iai.9a,`' m m �\ SPEC A TY PAVING AT WAL G I SEEP)AILT BENCH(TYP) 132.66 \ PAT P) 'IY e -132 .0 1------ - --- ---�---- -- -- -------- ----- - ---------- -------- ® rt :;=',`'r 1 132.52 131.65 " +, a. 1.` '" "�"r .`��+ 'je.' _,�'_' ��° - - `-' �" -:_�•�-" -�,_``�.�- - -r""`�-.- �C2}S'TORNIlr� CB 1991a Y ir / � S= BC�3® +' -- - '45"E°524.44"" in~ d -- - LIGHT POLE AND DATE 9/25/23 g' TC 132.81 BASE PER ELEC'L_ - 30 �--gT BC 131.81 PLANS(TYP) DRAWN DJD/AJJ _ __-{I_ N • 13� CHECKED JAJ TC 132.09 - ---- TC 131.25 BC 131.59 �9�' BC 130.75 REVISIONS: TO 132.05 TC 131.21 PERMR SET 9/Y5723 BC 131.55 9' BC 130.71 -_ FLOWLINE `�� _ 95%CD 10/09/23 BID SET 10/20/23 C 132.01 TC 131.9 T 13117 131.14 1 BC 131.E Be 13 8 C 130.67 BC 130.64 ,p 1 C B TYPE 00 RI 31.51 S8T4 WE 1147.65' GRADING& FULL DEPTH ASPHALT CONCRETE CURB HALF STREET GRIND�/ SD C3 CB TYPEI CITY OF ARLINGTON 1 PAVING SECTION(TYP) AND GUTTER(TYP) AND OVERLAY(TYK 178TH PL. N.E. RIM 130.46 1 CONSTRUCTION DRAWING REVIEW APPROVAL PAVING PLAN ' SEE DETAIL 3 SEE DETAIL 6 5EE DETAIL $ (A DEDICATED PUBLIC RIGHT Or WAY) ' THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: C3.02 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Calls b1+effor8e io o,I-900-424-5555 / UNDERGROUND fora 0 5 10 '�� SERVICE(USA) `OMN REBAR(NO CAP) 1430NEd.Street 2 tFN,OF PROP COIF SCALE 1"=10' Seattle,WA 98116 t 206-322-1732 ford land \ i LEGEND Fore Landscape Architects ----------1----------------------- -----------------------------_ -------------------------------- _------- ----�ROPERTI'LINE N7s•JJ'Ds'r-46.aY - - - - - - - - - - V / CONTOUR(INDEX) WA, BIORETSNTION#4 / - P^ `h�ti0 BOTTOM)<LEV 131.00 / CONTOUR �1)0g`� I ■ -- SEE DETAIL 11 / SPOT ELEVATION ,�^� J/ BC 109.36 ■Y FENCING PER 109.36 + L'SACPE PLANS(TYP) RI --V�r EjS ec436r6 ' + GRADEBREAK A IS ASPHALT e sTo G l PAVEMENT SIpNAL Et, F�}-•Ilr+ + % I I ASPHALT OVERLAY \ \ PROJECT MANAGEMENT: \ \ CONCRETE PAVEMENT ROCKPROJECT MANAGEMENT \ \ I 7 2-6878 SEA CIgLTY CONCRETE PAVEMENT N LANDSCAPEARCHITECTURE: \ \ I r FORA LAN AP DSCE ARCHITECTS '\ x (206)322-1732 CONCRETE CURB ARCHITECTURE: ',`a'', (425)59-331gCHITECTS i CIVIL: SEE LANDSCAPE PLAN F R \ JACOBSON CONSULTING ENGINEERS SPECIALTY PAVING AT WAKING \�_ (2a6)42&2800 PATH(TYP) - __ ELEET IXENG NEERNG: \ _-- )�+ M25)33 ENGINEERING SEE SHEETC0.01 FORADANOTES (425)3362822 STRUCTURAL: + \ SEATTLE STRUCTURAL PS INC. (206)343-3000 \ GRA55 FIELD PER N \ L'SCAPE PLANS �z M' \ Q V' \ I ^^ it m �LU 6:1 � ,i:4 ,` 132.42 \ � A. (4 CONCRETE SIDEWALK \ N PAVING(TYP) A / /� A �� 00 LU G' SEE DETAIL e CY) 3.1 132.32 132.39 N 132.22 ' 132.41 \ (------ 4 d \- PROPOSED MODULAR - 28"FIR \ O ° - -_RESTROOM BUILDING ° E.s o D 1.z°6 PER7tRGH1 CLANS _ 1 a 2c \ \ - d° 132.06 A, LLI 17 SITE STAIRS PER \ `� FFE 132.30 4 N LANDSCAPE \ 00 PLANS(TYP) \ -- \\ I O 4 \ l M u .30 ° CONCRETE SIDEWALK \\�) 7 i32. ACCESSIBLE PARKING PAVING(TYP) 7 STAR SIGN AND POST e i SEE DETAIL 7 1 3 132 132 .23 d 132. 130.6 \SEFj DETAIL B 3.1 / -FOUND REBR ' 00 TC 130 4 TC 130.60 �-r 3.1 / 130.01 q' ;AP)01'(E) i 131.0 Be 1 .14 Be 130.30 Z3 / \ 6 a 131 _ 1 _ _ _ _ _ _ \ _ -- - ----- -- -- -- - -- _ ---ae zays 131 _ >; O T 'dc 0.93 13CA ° _dd 130.70 S3C/ - - n -_ - - _ _ - -- q 13o.a7 BIORETENTION#3- a13g -- o -- 4s a' � _' BOTTOM OF ELEV 128 S /� �° �"'--B' 0 ° c d 1 0 ° gISEE DETAIL130 E TC130.2 - _031d -- -- �- a7a90 TC dao 19a5 �BCCto. .c a d 4 1299a BC 29 -_ -- 12- - ' ---- ----- i- - -- - \.C LIGHT POLE AND -- - - --- �^ + -+-r+ ,---- --------- DATE 9/25/23 yqn aa.._ - 130.35 TC 130.03 + -+ + /.2= 's OI iCH- -BASE-PER ELECL N a� ilk++ - Be 130.33 9' BC 129.85 8C 129.53 - � + + + +� +t++ �' //// PLANS C .,i - ++7� ---- DRAWN DJD/AJJ ' + + 128 - I CHECKED JAJ [TC 130.6m ++ + ! SINALE REVISIONS: Bc13o11 U1209.0595 CONCRETE CURB ,°l +- ++ ++++++ + + + �TC i3o.57 AND GUTTER(TYP) + L++ + "¢ + PERMR SET 9/25/23 SEE DETAIL + 6 + + + 95%CD 10/09/23 Be 130.07 9'(TYILINE P) I 129.61 Be 3.1 --- + + R20' I -- ---- ----L---- 6° FLOW- -------- ------------------ 129 BID SET 10/20/23 TC 1 031 TC 1 C TC 130.04 TC 13.2 'Be 1 .03 Be 30.0 BC 129.54 Be 9.52 \ 12"CURB CUT SEE DETAILeq /\ - 1 - - - - - - GRADING& / FULL DEPTH ASPHALT ACCESSIBLE BENGiMARK"a" HALF STREET GRIND ---- CITY OFARLINGTON PAVING PLAN ' PAVING SECTION(TYP) PARKING STALL - SEr cxISELED°o"IN NaewERLY AND OVERLAY(TYP) 7HTH�.�. - CONSTRUCTION DRAWING REVIEW APPROVAL 130 SEE DETAIL e e "'ANC RIN a<ssex SEE DETAIL e _.(a eEDICATrOPUBLIC RIGHT OF WAY) 3.1 SEE DETAIL 31 I CEILING'.1275 ED 729b9 3a --- THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE i CONDITIONS ON THE TITLE SHEET BY: C3.03 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS ,2"R fora w w n 1'R z�� S/GPE pkRiEs I�1 1"R 5 C, oLp w o -III= 51OPE III-. 1430 NE65t� Street r �� Seattle,WA WA 98115 *COMPACTED CRUSHED -- Cce'ah,-112 fora.lana SURFACING TOP COURSE rc F o o 6' s' :L N �'i o Fora Landscape Architects HMA CLASS 1/2" 16' ��4 16" COMPACTED CRUSHED o w a G rc w w SAWCUTTACKAND SURFACINGBASECOURSE o o x 4.5 mo ��o� 9A.,IA_ MATCH EX ASPHALT Z FULL DEPTH 12" o w GM wary TO w Wi i3ww � �W�= wss7 a a Q ❑ Q Q ❑ D E N x z� E �"' o o a�o Fss&c�1L s�Gt� JC.::_ ❑ ❑ ❑ ❑ ❑ i m t0 E� T o 0 0 0 0 TYPE E-1 CURB TYPE E 2 CURB 9/26/2 w.Om 1. O "< F PROJECT MANAGEMENT: -III- I-III-III-III- -III-III III- - j a o -III-III III-III-III-III-III-III- III-III z V'U ROCK PROJECT MANAGEMENT " III-I I III==III- - o" b y EXISTING ASPHALT I \ \ \\ \ \\\\ \ O c+ 425)572 o �m m�° ''o"' LANDSCAPE ARCHITECTURE: \ a w o o z} m FORA LANDSCAPE ARCHITECTS EX UNDISTURBED PAVEMENT /\\\\ /\\ /\\�\ sm f m� �Sm< 1"R 1'R 1"R (206)322-1732 SUB-BASE MUST BE COMPACTED TO \\\\ /\\\\\/\\\\ z z vy� w rc o o a 1 R ARCHITECTURE: \\ /\\\\ /\\\\ /\\ 6' 8^ DYKEMAN ARCHITECTS 95%MAX DENSITY PER ASTM D 1557 \\\\/\�\\\\\/\�\\\\\� g g O pZ z w S o w 2" 2' 2-3/4^ 2-3/4" (425)259-3161 CIVIL: COMPACTED STRUCTURAL FILL \ /\\\\ F JACOBSON CONSULTING ENGINEERS 12 12 SUB-BASE OR EXISTING SUBGRADE \ \\\\ \/\\\\\�\/\\\ In o< io (208)4262600 (T1•P) (T1•P) ( ) \\/\\/\\\\\\/\\�\\� rc w w ELECTRICALPLUMBING: PER GEOTECHNICAL ENGINEER \ \\ \\ \ m'o METRIX ENGINEERING w o m 2" (425)336-2822 NOTES: IIIIIIIIIIII IIIIIIIIIIII vzi� 3 3 �ti3 $<a odw _ 16" STRUCTURAL. SEATTLE STRUCTURAL PS INC. III-III III III III-III III III-III III III- w m view = F a (206)343-3000 1. STRIPING COLOR SHALL BE"WHITE"AND PAINTED PER PROJECT SPECIFICATIONS o III=III III III=III III III-III=III III= ffiG wi v929 o mm 'III III III-III-III III III=III III-III- 1 a r 7 ot\m 10" 2. STRIPING DIMENSIONS SHALL MEET MUTC SPECIFICATION 3B-18 AND FIGURE 3-14C. NOTES: O O O� <<o m ^' DEPTHS ARE COMPACTED THICKNESS 3 �w TYPE E-3 CURB 11 t 2 no TYPEE-4 CURB Otyy OA DBPARTNBNT OA P➢BLTC y0RH3 STANDARD DETAIL O�Ty Oy 01^' DBPARTIfBNT DA PDBIlC-A STANDARD DETAIL STANDARD DETAILS NUMBER .+rnr® STANDARD DETAILS NUMBER 1®q m TYPICAL ROADWAY SECTION R-010 y®q CEMENT CONCRETE CURB R-210 <tNogo LOCAL ACCESS STREET <trvo'to TYPE E-1, E-2, E-3 &E-4 m Z N 00 NITS � NITS NITS � NITS w CY) Crosswalk Striping Asphalt Paving L Local Access Street Cement Concrete Curb Y C Q C EACH PARKING SPACE RESERVED FOR PERSONS WITH O RESERVED RESERVED PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A 1/2"x 4"FULL DEPTH 5.5" EXPANSION JOINT EVERY O CD PARKING PARKING REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY _ 30'.ALIGN EXPANSION JOI C 1/2"R &DUMMY JOINTS IN CURB V-GROOVE - ® ® ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE WITH Jowls IN siDEwAuc 1/' R7-8 CONSISTING OF PROFILE VIEW OF A WHEELCHAIR WITH 2 s 1"R / , Q (,/4)DEEP 12" v OCCUPANT IN WHITE ON DARK BLUE BACKGROUND.THE V-GROOVE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN 1/4"DEEPLIJ wiMn vin o"D cex sn�eEvsiAEu�"c AREA AND SHALL BE CENTERED ON AND JUST BEYOND THE s'° 1.R �P) s• 1/2'xt-1/2" z FRONT EDGE OF THE PARKING STALL.SIGNS MAY ALSO BE s• 'Zn DUMMY JOINT SIGN TYPE - hn 15 c/c PER PLAN Z HUNG ON THE WALL AT THE INTERIOR END OF THE PARKING / C R7-8A VAN SPACE.SIGN MOUNTING HEIGHT SHALL BE 60 INCHES 12 ° d- ° ° 1/ouMMv J1dINT ACCESSIBLE 1 2' ABOVE THE PARKING SPACE FINISHED GRADE. 15' C d° ass^- O DISABLED AN ADDITIONAL SIGN SHALL ALSO BE POSTED,IN A D/W CUT ACCESSIBILITY CONSPICUOUS PLACE,AT EACH ENTRANCE TO OFF-STREET SIGNAGE PARKING FACILITIES,OR IMMEDIATELY ADJACENT TO AND o2f VISIBLE FROM EACH STALL OR SPACE.THE SIGN SHALL BE °°°°°°°° BOTTOM NOT LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH 1" cuae&GUTTER °e°o °o ° °°° ° °.°°°.°° 1/2"x 1 1/2" FULL DEPTH OF SIGN LETTERING NOT LESS THAN 1 INCH IN HEIGHT,WHICH SEE NOTE 9 EXPANSION JOINT EVERY 30' PLAN VIEWS 2:CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: 18. g W m 3.0' 2"DIA GIP SCH 40 En C "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED 5'TYPICAL ' DISABLED PARKING SPACES NOT DISPLAYING TYPICAL SECTION PROPOSED O 1/2"x 1 1 2" (SEE NOTE 7 BELOW) DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED � GRADE AT O (Z DUMMY J ANT CEMENT CONCRETE FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY a�E SIDEWALK PARKING AT OWNER'S EXPENSE.TOWED VEHICLES MAYBE TYPE 1 CURB&GUTTE SPACE Q) RECLAIMED AT OR OR BY SEE STO DETAIL R-110 C O TELEPHONING G NOTES: 2'CRUSHED SURFACING TOP COURSE,COMPACTED PAINTED BLUE BACKGROUND TO 95%DENSITY 70 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. N 2. DUMMY JOINTS SHALL BE PLACED 15 FEET ON CENTERS.DUMMY JOINTS SHALL BE 1/2"x 1-1/2". TYPICAL SECTION 3000 PSI CONCRETE PAINTED WHITE LOGO 3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS,INLETS AND AT POINTS OF TANGENCY ON NOTES: V'rL JCl.1•VI' DATE 9/25/23 INTERNATIONAL ACCESS STREETS,ALLEY AND DRIVEWAY RETURNS.MAXIMUM SPACING SHALL BE 30 FT.PRE-MOLDED JOINT SYMBOL PAINTED ON PAVING FILLER SHALL BE 1/2"WADE AND CONFORM TO AASHTO DESIGN M213. 1. SIDEWALKS SHALL BE A MINIMUM OF 4"THICK,AND SHALL BE CLASS 3000 CEMENT CONCRETE,WITH AIR Z DRAWN DJD/AJJ ENTRAINMENT(MIN 4.5%-MAX 6.5%). 4. ALL JOINTS SHALL BE CIEAN AND EDGED. •' v 2 CHECKED JAJ DISABLED ACCESSIBILITY SIGNAGE ON POST 2. FULL EXPANSION JOINTS SHALL GENERALLY BE PLACED TO MATCH THOSE PLACED IN ADJACENT CURB& (LOCATION PER PLAN) ASPHALT PAVING FLUSH 5. CONCRETE SHALL BE CEMENT CONCRETE,CLASS 3000. GUTTER,WITH MAXIMUM SPACING OF 30 FEET,FINAL SPACING DETERMINATION SHALL BE DECIDED BY THE TO CONC SIDEWALK INSPECTOR IN THE FIELD. REVISIONS: SEE DETAILS ABOVE AND DETAIL 6. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS,WOOD FORMS MAY BE USED ON CURVED 8"MIN SECTIONS. 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95%OF MAXIMUM DENSItt. PERMIT$ET 9/25/23 B 7. FINISH SHALL BE LIGHT BROOM FINISH. 4. SIDEWALK SHALL BE AT LEAST 6"THICK IN DRIVEWAYS. 95%CD 10/09/23 O 1' 8. THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND COVERED BY 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER.CURING BID SET 10/20/23 0�1' CURING TIME SHALL BE A MINIMUM OF 72 HOURS, TIME SHALL BE FOR A MINIMUM OF 72 HOURS. 5 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN OF 2"OF CRUSHED SURFACING TOP COURSE. 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4"RADIUS. NITS INTERNATIONAL ACCESS SYMBOL 10.DUMMY JOINT 1/2"x 1 1/2"BETWEEN TYPE 1 CURB AND CURER AND THE SIDEWALK. 7. SIDEWALKS ARE TYPICALLY 5'WIDE,WIDER SIDEWALK MAY BE REQUIRED BY THE CITY. Sign Post and Base a PAINTED ON PAVING w SEE DETAIL ABOVE l�� PAVING DETAILS O `l.Iy OF ovrt DBPARI'MA D PUBLIC y06R5 STANDARD DETAIL GL'Dy OA "11R°iFO 01^' DT9AR'DA D P DETAILS STANNUMB DETAIL CITY OF ARLINGTON CROSSWALK STRIPINGDETAIL .nv STANDARD DETAILS NUMBERSTANDARD DETAILS NUMBER SEE DETAIL 2'O.C. CONSTRUCTION DRAWING REVIEW APPROVAL v q CEMENT CONCRETE CURB AND R-180 a q CEMENT CONCRETE SIDEWALK R-170 i - PER -�_PER I_ BttNG't0 GUTTER TYPE 1 �LtNG'10 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE �I PLANPLAN I� CONDITIONS ON THE TITLE SHEET BY: C3. 10 Development Services Manager NITS NITS NITS Parking Stall 5 Concrete Curb and Gutter 6 Cement Concrete Sidewalk DATE: THIS APPROVAL VALID FOR 18 MONTHS D°RBRaMPWGTM_SEECONTRACTPLANsATD" MP NOTES ore RAMP W DTn a'-0^MIN.Ury LLANDINRG TG MATCHaCURB lu 1. At markOtl crosswalks the connection between the curb ramp and the road- DING WDTH-SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. GRADE BREAK AM 2. Where"GRADE BREAK"is called out,the entire length of the grade break CURB w.Mv between the Mro adjacent surface planes shall be flush. Sea NE WA65t Street GRADE SrsEnxG SE aCMN1RACIF PLANS- NT CONCRETE GRADE BREAK Seattle,WA98115 SEE CONTRACT - Irv. _ 3. Do not place Gratings,Junction Boxes,Access Covers,or other appurten- C 206-322-1732 RA°4P0 MIN. ; SIDEWALK ances on any part of the Curb Ramp or Landing,or m front of the Curb fora land Po SIDEWALKc OWIDTr�SmOry Ramp where it connects to the roadway. CEMENT CONCRETE gn sped SIDEWALK SEE NOTES (ttP) SEE CONTRACT Px liI - PIEAENS CONTRACT 4. Sal Contract Plans for the curb tlr, d Curb Sea a Standard G,l Plan Ford Landscape Architects °'MIN. Pedestrian for Curb,Curb and Gutter,Depressed Curb and Gutter,and �- M'EXPANSION' * BUFFEn'WIDTH-MATCH Petlesman Caro tletails. CONCRETE FLARE(nPJ ncoR)-SEE TO CURB RAMP DEPTH VERTICAL SSn PANSION CURB RAMP STANDARD PLAN F-3B10 OyP) 5. See abntlard Plan F-30.10 for Cement Concrete Sidewalk Details.See JOIN Pux)FaSEE Coo let Plans for Width and placement of sitlewalk. CURB c sinxD fi The Bid taco"Cement Concrete Curb Ram es not include 9 4 .J Type "G, de he A P YP the 3.1 C - 9 1"R CAA GRADE BREAK atlaCant Cum Curb and Ginter De ressetl Curb and Gutter Pedestrian e s Z _ ** ..,..s.,...,.. ., ESENr,DR To SEE CONTRACT PLAN Curb,or Sidewalks. p hit ` ASPHALT 1 0 7. The Curb Ramp length la not required to exceetl 15 fast(unlace shown 1 PAVEMENT /P CAtRrvo Gu"Tiiae PEDESTR ANCONCRETE_ otherxise in the Contract Plans).When applying the 15-foot max.length , 1 - /•T+ JI SEE rvOTE a eu]ieRR- SEE rvOFF a the running slope of the Curb Ramp is allowed t0 exceetl 8.3%.Use a°A"SEE NOTE a B single constant slope ham bottom of ramp to top of comp t0 match into (Y BEEESTANOARoviwu Fi9R 0 cE the landing over a horizonbl distance of 15 het.Do not include the 1 4366] yt'�V FACE OF CURB FACE OF CURB SEe SinxLinRWD ouxv<s.+OACE abutting landing in the l 5-fica max.measurement E's aACtsT6RF'Gt` MEASURED PARALLEL SEE NOSED CURB AND GUTTER- DEPRESSED CURB AND GUTTER 8. Curb Ramps and lantling,shall receive a broom finish.See Standard `YIONAL EF CURB DTP.) CROSSWALK CROSSWALK Specifications 8.14. n 1i aI 9/25/29 j o cu osswni g Pedestrian Curb may be emitted if the ground surface at the back of the I` Curb Ramp and/or Lending will be at the same elevation as the Curb FOR CURB R LENGTHS G PROJECT MANAGEMENT: Q CONTRACTION JOINT FFMF))-SEE STANDARD PUN F-J0.1E CURB CUT Ramp or Lending and there Will not be material to retain. CONCRETE ROCK PROJECT MANAGEMENT INT PLAN VIEW CONTRACTION THAN S-[F Pa D PLAN VIEW (des)572-6878 TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND LANDSCAPE ARCHITECTURE: DE (SHOWN WITH BUFFER) ASPHALT FORA LANDSCAPE ARCHITECTS DETECTABLE STAND STANDARD Pun-1. SLOPE IN EITHER DIREcTIDN PAVEMENT (206)322-1732 IMIK MAX.ITypJ RARE BREAK 'kARCH TECTURE SSIGN,TORMNNRK FILATTER coxMErvoOo FOR 2-4"RIP RAP DYK MAN ARCHITECTS �� (2%MAX) SEE coNmACT PLANS 15 5 NOTE] G TOP of RonownT 625 JACOBSON 1 SEE STAID°aaTREATMENT Fo GRADE BREAK s°D%Mnz. E%oR FLATTERR oxMErvo DFca AT 2:1 SLOPE ( 1 * BRA*EEUNTSLOPE ** ]IieslcneDRMwoRN E(e a%MAx.j BID-RETENTION CIVIL (425O2SON CONSULTING ENGINEERS s slGeRsoar EIR R COMMENDED FOR BIO-RETENTION PLANTER (206)426.26UD uxowG cure RAMP \ SEE STANDARD PUxP+O.b GOTT 2E FeS MAX.) PLANTER WALL _ _ _ _ ELECTRICALIPLUMBING: �0P�X4stl`,°CC�, METRIX ENGINEERING 'LYE 1=II1I = = = = = = = = (425)336-2822 DEPRESSED CURB AND TIER L=III-III-III-III-_III-_III-_�= STRUCTURAL: SECTION AO -- LIII-III-III-III-III-III-III=III= SEAT-FILE STRUCTURAL PS INC. (206)343-3000 CEMENT CONCRETE PE... ENT CULAN'A'AVEUMIRTB-SEE NOTE PERPENDICUL RAMP-PE C4.E-AR CONCRAY LIMIT SEE NOTE0 9 Rf�13TB8Q � < IFICammAN Re- PAT T- SsfDNeL xeG CURB CUT AT BID-RETENTION PLANTER SEE NOTE 4SEE STANDARD PLAN Fa6.le E _ - P,�'° °"°os.n"a,>_ a w NOTES az°. .D>N, PERPENDICULAR CURB RAMP 1. CURB SLOT OPENINGS SHALL BE SPACED AT 10T ON CENTER UNLESS a'R.TTP. '' EPaesseD CURB AND CUTTER- - OTHERWISE NOTED ON PLANS,AND SET FLUSH WITH ADJACENT ASPHALT. S SEE NOTE4 - - - STANDARD PLAN F-40.15-04 CEMENT CONCRETE CURB SHEET 1 of 1 SHEET 2, PLACE 18"X18"X12"DEEP RIP RAP ARMORING(2"-4"QUARRY SPALLS)AT PUBuc AND DER-SEE NOTE4 -PRO�F-RDah:2D nnoN 2D.DR26 SLOTTED CURB OPENING. �T�7 :ace 3"T-m•DD' ISOMETRIC VIEW ISOMETRIC VIEW CURB RADIUS DETAIL O TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT � m Z N � 00�NTS NTS Cf) Perpendicular Curb Ramp 3 Curb Cut 4 C Q O OC NOTES / I-A-ti p UT- 1. Permanent then a 1,Weming Surfaces(DWS)shall extend the full width of tuthe curb ramp,MIN V THROUGH SIR wAu vnT oETEOTABLE wanxlxG ]ending,or other roatlway entrance as applicable.Exception:If the Manufacturer of the +E ME/ SEEENoE 3Dv) DWS requires a comets,border around the ONE.a variance of Up to 2"(in)on each side 01AX of the DWS is permided. L T 24P DETAIit-DAiHIs DOME 2, Permanent Delectable blaming Surfaces(DWS)Shall be placed on a minimum d"(in) D ^ D.fim /_\'/ thick concrete pad.The DWS panel shall be placed adjacent t0 the back of the cub and 2"CLASS 1/2"HMA PAVING OVERLAY 7 t Cup. ov cues- ;;;; z O M N with no more than a T(in)gap between the DWS and the back of the curb measured at L a TRUNCATE BACK NOTEz - the Center of the DWS panel.Exception:If the Manufacturer of the selected DWS requires THICKNESS MAY VARY SLIGHTLY TO D E el °r I" ATYPi=PucnnoLN a concreb border around the DWS,a vanance of up to 2"(in)from the back of the Curb is PROVIDE POSITIVE DRAINAGE L SECTION O ".... / S permitted(measured at the leading comers of the DWS panel). O TRUNCATED DOME aPAcwc -- 3.The rows of truncated domes Shan ba aligned to be parallel to me direaion of travel, APPLY PETROMAT OR SEE NOTES SEE STANDARDCOLO.OF SURFACER xs and perpendicular to the grace break at the back of curb. I� OR coLOR of suaFAce nO APPROVED EQUAL TRUNCATED DOME DETAILS _ To WDTH DF CURB RAM 4. If curb and Butler are not present,such as a ante edge. path connection,the Detectable AND TACK COAT FINISHED GRADE CURB AN GURER PING,CUT-THROUGH OR Warning Surface shall be pIBCaO at the pavement etlge. M wALKwnv 5. See Standard Plans for Sidewalk and curb ramp tletails. mDETECTABLE WARNING SURFACE DETAIL 6. If a curb ramp is required,the location of the Detectable Warning Surface must be at CURB RAMP LANDING SEE SEE NOTE] the bottom of the ramp and within the required distance from the reil crossing. VIADNIAT 7.W1ren the grade break between the curb ramp and the landing is less than equal to W m WIDTHOF LANDING 7. 5 the back of curb at all points,place the Detectable Warning Surface ca on the wu bottom from om of the taro ramp directly above the Breda break. EX ASPHALT PAVEMENT SUB-BASE � T WAL1gAMY ALrcwaT B.Glued or stick down Detectablece Warning Surfas a re allowed only for temporary ,xoclFi mpJ work cone applications. EX ASPHALT PAVING-DEPTH VARIES-GRIND i O o - suRFAOABLE WAR"I"G AS NECESSARY TO MATCH ALL ADJACENT O a. o SEE NOTEIa) Cure RAMP WIDTH OF cur-THROUGH ELEVATIONS OF ASPHALT/CONCRETE. >, " - BACK OF cues ... (TTP,) Q) SINGLE DIRECTION CURB RAMP m-O Y T LANDING E BREAK ST BETWEEN CURBK OF AND IN. / MIN. NOTES: O s jS[EROTES) CURB) OF cuRe _AdE LEGEND qA - DETECTABLE wnRxwc ETECTNIBMWARNINc 1. PLACE ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH WSDOTAPWA SECTION 5-04. E WHEEL CHAR DIRECTION BAC BEENOTE2 SDEENOTE 3DW51 D SURFACE(TYP.)- DIRECTION OF TRAVEL CURB RAM -LANDING SEE NOTE 3 p WDTH OP c BACXOF CURB BACK OF CURB- 2. ASPHALT PAVEMENT OVERLAY SHALL BE PLACED IN(1)LIFT.FINAL LI FT SHALL BE CONSTRUCTED PERPENDICULAR CURB RAMP uR SEE NOTE 3200 SEE NOTE WITH THE OVERLAY OF THE EXISTING ASPHALT ONLY AFTER PAVEMENT PATCHING IS COMPLETE. wWA°TLICRw°Av (SEE NOTE 6) DATE 9/25/23 ""IF 1URBRAM ISLAND CUT-THROUGH MIN 3. TACK COAT-USE Al LANDING.OR WALMNAY GETIESTABILE CGTT F DRAWN DJD/AJJ DETECTABUIE WARSUR NOTE )-NINc SEE Non:s3Arvoe aAcrcoF cuBe -ev,De�R4syy,��, 4. USE PETROMAT®OR ENGINEER APPROVED EQUAL -- CHECKED JAJ BA°SEEN NOTE 2 SEE NOTE 2 REVISIONS: b_ MEDIAN CUT-THROUGH SINGLE DIRECTION CURB RAMP DETECTABLE WARNING - I ' mGa (GRADE BREAK BETwEErvc BArvD ss ArioTr':svaa- WIDTH OF SHA o RForS x° PERMIT SET 9/25/23 LANDING>5Fi FROM BACK OF CURB) e J STRN \� ISEE NOTE 0) UWALKWAE PATH OR fl Q�yA CURB RAMP =71 (TTR) Dse1, 95%CD 10/09/23 CURB RAMP WAL LANDING AT WDTH OF CUT-THROUGH Aug30,2021 BID SET 10/20/23 (,P) SHAFTSE OR DETECTABLE WARNING ROUNDABOUTSPLITTER WALMNAY SURFACE NTS ISLAND U a - P R STANDARD PLAN F-45.10.03 Grind and Overlay RN GE SHEET 1 OF 1 SHEET ......... b ,...... PDBDCATIDN PAVING DETAILS BACK SEE NOTE2 exam OF suRFAce iDwsi--SEe NOTE wnilcwnv °sulirace ioliaj° O1(ED FOR Aug31,2021 CITY OF ARLINGTON LANDING SEE NOTES 3a4 a*<*E °.a^EE^ CONSTRUCTION DRAWING REVIEW APPROVAL PARALLEL N URB RAMP PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED-USE PATH CONNECTION'SEE NOTE 6) THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: C3. 11 Development Services Manager NITS Detectable Warning Surface 7 DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. 145 145 LRFAE fora 1a36NE65tn street Seattle,WA 98115 t 206-322-1732 140 0 >w 140 fora land Y J SMOKEY POINT - 3I7 30'PLANTER AREA I STA Fora Landscape Architects O 5 PER USCAPE PLANS FINISHED GRADE 'WALKING PATH - Pe BOULEVARD o p IMPROVEMENTS BV i w c>a OTHERS o 135 WALKING PATH 135 � v a'J9c - ----------- Ga W sti�o ------------ 130 I 130 43667 EXISTING GRADE_ � cs,��cler�.R�Gl� SIONAL 125 I 125 PROJECT MANAGEMENT: ROCKPROJECT MANAGEMENT (425)572-6878 LANDSCAPEARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECTURE: 0 DVKEMAN ARCHITECTS + (425)259-3161 120 a 120 ava: Z JACOBSON CONSULTING ENGINEERS (208)4262600 ELECTRICALIPLUMBING: SECTION A U METRIX ENGINEERING Scale:1"=5'V.1"=10'H a 425)336 2822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. (206)343-3000 0+00 1+00 2+00 Ise 145 145 Q. Q 140 'N. 140 FINISHED GRADE i EXISTING GRADE WALKING PATH - o.a PHASE 2 135 I FINISHED GRADE 135 7 N -------------------------------- L o0 130 I �130 O 125i i125 V Q Z f00 N _ 120 n120 7 7 ZW z SECTION A cF O 00 Scale:1"=5'V.1"=10'H � I I 02S 3+00 4+00 5+00 145 145 Wm O Oa 5 T G 0 140 w 140 Yp V J 07 al PHASE 2 135 MISTING GRADE FINISHED GRADE aI 135 — DATE 9/25/23 DRAWN DJD/AJJ —— —— ---- ———--- ------- —_ CHECKED JAJ ———— 130 — _ — — I 130 REVISIONS: F FF I T SET 9/25/23 95%CD 10/09/23 BID SET 10/20/23 125 125 0 SITE SECTIONS 120 + 120 CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL z ti SECTION A — THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE Scale:1"=5 V.1"=1O'H CONDITIONS ON THE TITLE SHEET BY: C3.20 6+00 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. fora 1430NE65th Street Seattle,WA 98115 C 206-322-1732 ford land Fora Landscape Architects 145 145 9 A.JqC' v oa was9�O PROPOSED SIDEWALK 140 z SEATWALL PER } =w 140 zl L'SCAPE PLANS al �z IrUd/ 10'PLANTER AREA 3 PROPOSED PARKING FINISHED RADE I J PER L'SCAPE PLANS 4 g R&a36s� Ta of c0 S10Isr ��Ot 135 al 135 9/2z/2 PROJECT MANAGEMENT: -------------------- ROCK PROJECT MANAGEMENT ——_—— ————— \ — —— (425)5]2-68]6 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS 130 I 130 ARCHITECTURE: I DY(25 A RARCHITECTS EXISTING GF ADE CIVIL: JACOBSON CONSULTING ENGINEERS (206)4262600 ELECTRICALIPLUMBING: 125 125 METRIX ENGINEERING (425)M&822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. SECTION B (206)343-3000 Scale:1"7 V.1"=10'H Ise 0+00 1+00 1+80 I..L I..L m Z N 00 5 CY) G >Q 5 G � O C UQ z Z O00 � 06 140 Y s w 140 > 3 Hz U 1 1 1 m � FINISHED GRADE GRASS FIELD PER WALKING PAT t 8a aI L'ACPE PLANS PROPOSED PARKING o WALKING P TH O 135 " as 135 O a. 5 T -- -- -- G O -- ---- O 130 EXISTING GRADE ——— ———130 (n I y/ R- NK SINGLEH INFILT ATION SYSTE DATE 9/25/23 125 125 DRAWN DJD/AJJ CHECKED JAJ SECT ON C Scale:1"=5 V.1"=10'H REVISIONS: PERMfi SET 9/25/23 0+00 1+00 1+80 95%CD 10/09/23 BID SET 10/20/23 SITE SECTIONS CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: C3.21 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Call before you Dig.8-1-1 INFILTRATION FACILITY CONSTRUCTION NOTESUNDERGROUND DERG2 UND fora UNDERGROUND DURING CONSTRUCTION,THE INFILTRATION FACILITIES MUST BE CONFIGURED TO PREVENT INFLOW OF TURBID,SILT LADEN CONSTRUCTION RUNOFF.PRIOR TO BRINGING THE 0 15 30 60 SERVICE(USA) INFILTRATION FACILITIES ON-LINE,THE FOLLOWING ELEMENTS MUST BE ACHIEVED: 1. ALL PLANNED EARTHWORK MUST BE COMPLETE. 2. SITE STABILIZATION MUST BE COMPLETE: SCALE 1 =3�� 1a3O .- Seattle, WAStreet Seattle, 98115 t 206-322-1732 2.A. ALL PERMANENT GROUNDCOVER IN PLACE. the land 2.6. NO EXPOSED TOPSOIL. 2.C. HYDROSEEDED AREAS MUST HAVE ESTABLISHED GROWTH SUFFICIENT TO FIX TOPSOIL IN PLACE. Fora Landscape Architects 2.D. NO VISIBLE SEDI MENT TRANSPORT BY STORMWATER DURING RAIN EVENTS. 2.E. CATCH-BASIN FILTER SOCKS SHOULD NO LONGER BE NEEDED AND SHALL BE REMOVED. 3. HARD SURFACES SUCH AS PAVING AND SIDEWALKS MUST BE CLEANED WITH NO VISIBLE SEDIMENT OR SUBSTANCES THAT COULD BE TRANSPORTED BYSTORMWATER. oM_ s9�ti0 4. ALL STORMWATER COLLECTION SYSTEM COMPONENTS MUST BE CLEANED AND INSPECTED: 4.A. ALL CATCH BASINS,MANHOLES,AND SIMILAR STRUCTURES SHALL BE CLEANED BY RINSING AND VACUUMING TO REMOVE VISIBLE SEDIMENT.NO WATER USED IN THE W CLEANING OFTHE UPSTREAM SYSTEM SHALL BE DISCHARGED INTO THE INFILTRATION FACILITIES. 4.B. ALL STORMWATER PIPES SHALL BE JETTED TO REMOVE VISIBLE SEDIMENT. 43 fYy 4.C. AFTER CLEANING,AVIDEO SURVEY SHALL BE COMPLETED OF ALL PIPES AND STRUCTURES IN THE STORMWATER COLLECTION SYSTEM.THE OWNER SHALL BE NOTIFIED 66 R e"' 6 l PRIOR TO THE VIDEO SURVEY WORK SO THEY MAY OBSERVE THE WORK IN PROGRESS IF DESIRED.A RECORDING OF THE VIDEO SURVEY SHALL BE PROVIDED TO THE s`r70NAL Y�G 1 OWNER,CIVIL ENGINEER,AND AESI.THE SURVEY SHALL INCLUDE SUFFICIENT DETAIL TO CORRELATE VIDEO IMAGES WITH ONSITE LOCATIONS. I 5. AESI SHALL BE NOTIFIED THAT CONSTRUCTION IS COMPLETE,AND SHALL BE ALLOWED TO INSTALL LONG TERM MONITORING COMPONENTS SUCH AS WATER LEVEL LOGGERS,IF PROJECT MANAGEMENT: APPLICABLE,BEFORE WATER IS ROUTED TO THE INFILTRATION FACILITIES. ROCK PROJECT MANAGEMENT (4 25 )572-6678 6. THE OWNER,CIVIL ENGINEER,AND AESI MUST BE NOTIFIED THAT THE ABOVE ITEMS HAVE BEEN COMPLETED,AND MUST CONCUR THAT THE ABOVE ITEMS HAVE BEEN LANDSCAPE ARCHITECTURE: SATISFACTORILY COMPLETED. FORA LANDSCAPE ARCHITECTS (206T32 I ARCHITECTUIECTURE: 7, WRITTEN AUTHORIZATION MUST BE PROVIDED FROM THE OWNER,CIVIL ENGINEER,AND AESI TO THE CONTRACTOR THAT WATER MAY BE ROUTED TO THE INFILTRATION DYKEMAN ARCHITECTS FACILITIES FOR DISPOSAL. (426)268-3161 CIVIL: I JACOBSON CONSULTING ENGINEERS 0 8. FOLLOWING THE FIRST SUBSTANTIAL RAIN EVENT AFTER THE INFILTRATION FACILITIES ARE BROUGHT ON LINE,THE SYSTEM SHALL BE VISUALLY INSPECTED.THE CONTRACTOR (206)a262600 SHALL CONTACT THE OWNER,CIVIL ENGINEER,AND AESI TO ATTEND THE INSPECTION,AND SHALL OPEN FACILITY ENCLOSURES,CATCH BASINS,MANHOLES,AND OTHER EMET IXENG NEERNG: U (425)M ENGINEERING 6'w STRUCTURES AS NEEDED TO ALLOW VISUAL INSPECTION. (a2s)336-z622 4H RIM:132.89' I S SEATTLE STRUCTURAL PS INC. 10"PE(N.5) ------------------------------------------- --------------------------- -- (206)343-3000 G.OSSERVED(E) p I COC:124.90' PEED LIMIT 35" I I I ow 1^J� PARCEL N0.:31052100300200 i I ADORES S:17911 SMOKEY POINT BLVD OWNENANDERSON KNUTSON NEIL K CROSSARM I I FOUND REBAR(NO CAP) az(E)&aY(N) �) OF PROP COR FUTURE C4.01 C4.02 C4.03 °O "0 I SMOKEY PT _ BLVD(NI •— N—BRL —— R BRK 1�R H PHASE 1 PHAS�,2 Fou ' s _ _ — -- ----—-- ---—---—------------c----- — — — — "pSR� ) OP coR _ rr ZELL Ell s� ' K ND R AR(NO CAP) qPR p '• - :s o \ O 33 .\ N U U Q R-TANK SINGLE HDgftffI2t§A'fIK� I34 17903 I PARCEL NO 31052100EY P0 POINT BLVD \ _ '�$VSTEM W � � � W 6"GRAVEL BELOW AND 12"GRAVEL AB TOTAL LIVE STORAGE VOLUME=1, OCIF INTERIOR PERIMETER I z au ESE 'yps i%y FRENCH DRAIN BELOW LAWN. z a D I COORDINATE WITH BENCHMARK"A' SURFACE STORM L WATER FEATURES LANDSCAPE O SET R.R.SPIKE IN EASE I -r 3 3 - FACE .•.•... _ EL 13404 ~ -- ww� Z MlE2M — SID __SDI .� \ a \ L \ DORY HOUSE > — Y CNr - -- - m i _ O o '. + _ __ 32 / ... FOUND REBAI m LU GROUND ROD � -_ —- "�_ I— _ _ _ "Y _ CAP)0.1'(E) C cR SSARM E �Q _ 130 _ COR 'p \ $ SSMH RIM:13268' �{ L y F F � q - - G ��_ FT E� G - J -.. - �nyyy LL 10"PE N,ES) — COC:724JOL O 1g0 > O I S87.44'45 l l 5 1 ss ss — — — _,3z =178TH PL N.E. — — — —S P E - L - _ J e \ w — -132 � / i1 �= (A DEDICATED PUBLIC RIGH7 OF WAY) / SPEED IJMIT 25 y j,6-� _j�� — — < _ _ _ SWALE - _ SWALE n _ -- DATE 9/25/23 ANDSCAPE BOULDER / 1 / e TDP _ — __ - (TYPICAL) \ I _ es _ — 53 _ 130--� —T-- —— _ — DRAWN DJD/AJJ / � / Q 1� � . _ _ 1 s+3 t �' 13? — " LfiU 277' / T �� 2 53'DWE,YS 1 WY T TOP OF DITCH ` "�[12 CP.128.04 TOP OF DITCH —J TOP OF DITCH "EMIT ONL� � I �KER CHECKED J _ TOP OF DITCH ^ CFJAR CLUSTER' PARCEL N0.31052100301800 IE 12'CP-127.33' PARKING" O) M 7 LANDSCAPE BOULDER LANDSCAPE 0(DEklb° ADDRES5.17721 35TH AVE HE BENCHMARK'B" REVISIONS: / (TYPICAL) (TYPICAL)i OWNER:CHRISTIAN&MISSIONARY AWANCE-ARUNGTO SE7 CHISEfED'o'IN NORTHERLY p PERMIT SET 9/25/23 SWALE ( RIM OF SSIAH SSMH RIM:132.68' V OP/ Ei:119.69' 95%CD 10/09/23 7o"PE(N,S)8"PE(W) " UP BID SET 10/20/23 CROSSARM CDC:123.70', ) pTm OP �OP- p" y0 LANDSCAPE BOULDER Q / (TYPICAL) 1 FOUND BLEAR& TS P I CAP:GURTIS LS 2960" OVERALL STORM pqv I ® 'NO COMMUTER PARKING" DRAINAGE& CITY OF ARLINGTON DRA CROSSA(1 I® CONSTRUCTION DRAWING REVIEW APPROVAL UTILITY PLAN THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET —� BY.Development Services Manager C4.00 DATE: THIS APPROVAL VALID FOR 18 MONTHS I S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Call before you / 1 g.8 1-500-424-5555 / UNDERGROUND 0 5 10 20 SERVICE(USA) fora Il • SCALE E �� O' 143DNE65th Street Seattle,WA 98115 C 206-322-1732 ford land ��� LEGEND Fora Landscape Architects �T / FUTURE \� SMOKEY POINT rwlN 1 N �/ �26"FI _ i _ BL- ( -- PH�,SE 1 / /1 PROPERTY LINE N 7s33'os'L.-ss.aT r _ _ _ _ � SEE SHEETC0.01 FOR STORM STORM DRAINAGE PIPE -- SD --- A•Jq FRENCH DRAIN - _ DRAINAGE NOTES oa se�O /A ° ° \ L -- BRK - - --------_ --„vM - BRN --I -- /✓µWJf ° d � ------ NOTE: H Ss i ' '``, ALL CATCH BASIN GRATES YDSANITARYSEWER R w66� a '+`^ �'+`•+,`' SHALL BE"HERRINGBONE" csIO1sT�.R�'Gt • ° ° GRATE UNLESS OTHERWISE SANITARYMH/CO SIO�L NOTED.SEE DETAIL 4/C4.10. o ° OR STORM PIPE BEDDING WATER MAIN w PROJECT MANAGEMENT: '« ` ROCK PROJECT MANAGEMENT FH/FDC/PIV/VALVE FH*FDCI1 PIV•WVN F LANDSCAPEARCHITECTURE: WATER VAULT/METER FORA LANDSCAPE ARCHITECTS d SD 1344C 6"SDCO AND BACKFILL SEE DETAIL _ _ _ (CHIMCT T32 RIM 1 3.6� ° RIM TO. 3 C4.11. DETENTION VAULT [ _ _ _ ] ARCHITECTURE: 131.86OU ALL ` / (425 NARCHITECTS ° ° ' ` ° o IE 8" UT)E ° ° ° ++ +�+ RE TI IE 131.23 (6251259,3161 ^r.`'`+ ELECTRICAL E CIVIL: I 310 BIORETENTION#1 JACOBSON CONSULTING ENGINEERS 2600 4 ` BOTTOM OF ELEV 131.60 COMM COM IECTRI AUPL r ' ELEET IXENG NEERI G: I - ,'+'.^'+'+r' +� SEE DETAIL } METRIX ENGINEERING d ' 'r'* ` 1 LIGHT FIXTURES 0-0 O (425)M&822 ° ' STRUCTURAL: ° S® 3D 3 '+�� BIORETENTION NOTES SEATLE STRUCTURAL PSINC. CD I D LF$n (206)343-3000 CB TYP ` ' 1. CONTRACTOR SHALL NOT EXCAVATE BIORETENTION AREAS UNTIL THE SITE HAS BEEN Lv I �S\IRIM 1 2.10 STABILIZED AND AUTHORIZATION IS PROVIDED BYTHE OWNER'S REPRESENTATIVE. ° 44 / d ° d ° 4\+ '+�+/ W/BEE VE9. (GT ` 1 2. ROUTE ALL SURFACE WATER AWAY FROM FUTURE/EXISTING BIORETENTION AREAS UNTIL SEE DETA (TVP (V THE SITE HAS BEEN STABILIZED PER THE LANDSCAPING AND/OR PAVING PLANS AND THE '^r' _J I 4 ^r`+ =` SDCO - BIORETENTION AREA HAS BEEN ACCEPTED BY THE ENGINEER AND LANDSCAPE ARCHITECT. o ' d `r +: IE 132.04 �J---- V 3. CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION MEETING WITH LANDSCAPE ARCHITECT, LANDSCAPE CONTRACTOR CIVIL ENGINEER EARTHWORK/CIVIL CONTRACTOR ° ° +«'+`'i.` d ° oh I A i `v GEOTECHNICAL ENGINEER AND OWNER'S REPRESENTATIVE PRIORTO COMMENCING WORK 7 LF 6 4 ° -OM ' W ON BIORETENTION AREAS ° W o 'T 4. SUB-GRADE PREPARATION SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. bkin THE CONTRACTOR SHALL HAVE ALL PREPARED SUB-GRADE AREAS INSPECTED BYTHE ^+'� W GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF MATERIAL. o ° ° �UND BAR uj CAP CASCADE I 3 -L$'. - ° d CS° M ' W 5. GEOTECHNICAL ENGINEER SHALL FIELD VERIFY INFILTRATION RATE IS EQUALTO 7 N (E)OF PROP u E ° I ° ° ' H 1-INCH/HOUR OR GREATER ON APPROVED SOIL MIX AFTER PLACEMENT IN BIO-RETENTION L N i I m D' 1 AREAS.TESTING SHALL BE COMPLETED ON TYPICAL INSTALLATION AFTER ALL REQUIRED � d 4 I RIM 33.67 urn F NCH W SUBGRADE PREPARATION AND FULL DEPTH BIO-RETENTION SOIL PLACEMENT AND BEFORE 6) °°d ° d ° IE 4 1. 4 8a( )W 60 ° I ' ' Z PLANTING.IF REQUIRED FIELD INFILTRATION PERFORMANCE IS NOT ACHIEVED, �I d a SD CB° PE d m 4 ° LAW (TYP) F E CONTRACTOR SHALL ADJUST SOIL MIX COMPONENTS OR PLACEMENT PROCEDURES AND Q D RA n J ADDITIONAL TESTING WILL BE COMPLETED UNTIL FIELD INFILTRATION DOCUMENTS 5 IM 13 .70 L ° yy0 d ° IE 131. 0 8"( T)E ° 6" DC ° I i SEE ETAIL 1 ' = PERFORMANCE CONFORMS TO THESE PROJECT DOCUMENTS. I I +, RRv1 TO G AD d ° 4d «+^, d IE 43 60 / ° I° ' 6. CONSTRUCTION TRAFFIC SHALL NOT BE ALLOWED TO DRIVE OVER BIORETENTION AREAS. O ' I I / a 7. IF THE SUB-GRADE BECOMES COMPACTED OR CONTAMINATED WITH SILTS(OR OTHER �O`7��UIIIIIIJJJIII�w �E - - --- 4 ' DEBRIS)THE CONTRACTOR WILL BE RESPONSIBLE FOR OVER-EXCAVATING UP TO 2-FT OF V Q @ 1.1% ' MATERIAL BELOW THE SUB-GRADE AND BACK-FILLING WITH FREE-DRAINING MATERIALAS w - ° °° DIRECTED BYTHE GEOTECHNICAL ENGINEER AT NO ADDITIONAL COST TO THE OWNER. II dLT LL.� m o d ° I A d d `,'BIbTREJE ION �QC� ' 8. THE OWNERS GEOTECHNICAL ENGINEER SHALL PROVIDE INSITU TESTING OF THE z ° ° IE,1. 5 / d ' BIORETENTION SOIL MIX TO VERIFY INFILTRATION RATES MEET SPEC'S OF 1-INCH/HR. Z _ �I I SD 9. THE CONTRACTOR SHALL PROVIDE A DETAILED CONSTRUCTION SCHEDULE TO THE OWNER _ AND DESIGN TEAM AT THE PRECONSTRUCTION MEETING AND ALLOW ADEQUATE TIME FOR SUB-GRADE PREPARATION,INSITU TESTING AND INSPECTION. O W I d ° d D ^S. '• `•`+ 't \+ d BIORETENTION#2 o e\\ d ° S A3 CB PE I ° ° d 69 8" + w BOTTOM OF ' 10. SEE BIORETENTION CONSTRUCTION SEQUENCE NOTES ON THIS SHEET. n Q RIM 1 3.57 L•L o2f ELEV 131.50 S EST WAT SD ],bBYP`F'I SEE DETAIL BIORETENTION CONSTRUCTION _D REE $0 TUR .SEE R i9'20�','+, ' 11 1 � ° 6"SDCO SEQUENCE NOTES m 4 ° :°CASCAD 9 4 ....ONAL DETAIL I .1' (I�V9S"_ + I ' ' \ _ \ _ '` W ° s IE1 58 )N. ,� ,y*, 'RIM TO GRADE IE 29. 8(OU , LF$" IE 131.34 ' 1. INSTALL SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLANS. `y' .t- \ WW BE E E GRATE '*,',`'�' ° SEE DETAIL(TYP) ' i O 2. GRADE SITE TO ELEVATIONS SHOWN ON PLAN.IF APPLICABLE,CONSTRUCT PERIMETER a o \ -. ° ^: y3'�= ^ q.l PLANTER WALL ADJACENT TO BIORETENTION AS SHOWN ON THE PLANS.OUTSIDE EDGE OF T d \ PSP�" ° ° WALL SHALL BE BLOCKED OR OTHER MEASURES TAKEN TO PROHIBIT DRAINAGE FROM O O \O \ °� 4 E E E E ° ° d° SD 2`OB TYPE 4 �' ENTERING CONSTRUCTION AREA.AT THE END OF EACH WORKDAY,ALL EXCAVATIONS SHALL Y Qd \a\ 09 ° 4 d a RIM 133 02 BE PROTECTED BY CONSTRUCTION SAFETY FENCING OR TEMPORARY BACKFILL AS NEEDED. O IE 1 0.786"(IN)NE ,` J \\ °I \ �-_-a _ _- _ - _- -J=a°- �-.�a__ _ -- --- - o -° + 8 1 0.62 8"(OUT)N ��" •,7 3. STABILIZE GRADING WITHIN LIMITS OF DISTURBANCE EXCEPT FOR BIORETENTION ARE4. (E 4 E a E _ _E- E �E._ �- - 4 TORM DRAINAGE SYSTEM IS INSTALLED AND AUTHORIZATION GIVEN BYTHE AREAS SHALL NOT BE CONSTRUCTED UNTIL THE SITE IS STABILIZED WITH s�SS S SS�\ 55 - ° „ ENGINEER. DATE 9/25/23 As GAS G S A ° ° AS \�O A5 LIGHT POLE AND 5. EXCAVATE BIORETENTION AREA TO PROPOSED INVERT DEPTH.SURVEY EXCAVATED DRAWN DJD/AJJ \ a i4 --- �d --cAS GAs I 1 BASE PER ELEC'L = - BIORETENTION AREA AND GAIN ENGINEER APPROVAL PRIOR TO SUBGRADE PREPARATION ° d b TOP" --- - • PLANS(TYP) 1°2 ' PER SECTION 329000. CHECKED JAJ ° \a REVISIONS: -- -- ,- 6. PREPARE SUBGRADE PER SECTION 329000. W PERMIT SET 9/25/23 7. INSTALL OVERFLOW CATCH BASIN,GRATE AND STORM PIPING,TAKING CARE NOT TO COMPACT THE INSITU MATERIALS. 95%CD 10/09/23 149 LF 8'.SD @ 0.6% BID SET 10/20/23 JIM SD SDe�SO e>_SO e>_SDI SDW�SD SDe�SD LSD�; 8. INSTALL BIORETENTION SOIL AND EROSION PROTECTION PER SECTION 329000. \ i \ � 9. INSTALL PLANT MATERIAL AND MULCH PER PLANS AND SECTION 329000. \ - SD C5 CB TYPE I \\ RIM 132.56 10, REMOVE SEDIMENT CONTROL PRACTICES OR ENTRANCE BLOCKS WITH INSPECTOR IE 130.008"OUT E AUTHORIZATION STORM W/VANED GRATE CITY OF ARLINGTON F DYS �/ SEE DETAILS ' DRAINAGE& i ��8 TH PL. N.E. /////I__ 132 CONSTRUCTION DRAWING REVIEW APPROVAL (A DEDICATEDPUBUCRIGHTOFWAY) THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE UTILITY PLAN i CONDITIONS ON THE TITLE SHEET BY: C4.01 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Call b1+effor8e to ' o,I-900-424-5555 UNDERGROUND fora 0 5 10 20 SERVICE(USA) ' 4 SCALE 1„ 1 O, Sea NE WA Street Seattle.L.98115 t 206-322-1732 ford land LEGEND Fora Landscape Architects 247 1 _ _ PHASE 1 PHASE 2 PROPERTY LINE N 79.3L06-L.46..81' ______ _--- __ ___ ____________ — L. — ------- -- - - — — — — — - - _ STORM DRAINAGE PIPE —SD— FRENCHA•Jq P 9Gp W�SyCO�4 ��� — -- DRAIN -------- �\ —— ————— E E -- ' YD/CO/CB/C6 2/MH O ® • I �v +'ET�" RIM TO GRADE IF 130.45 SANITARY MH/CO O • ION"1L��9/25/2� WATER MAIN W — — — — — — — — — '\ PROJECT MANAGEMENT: ' � � ,'+`� FH/FDC/PIV/VALVE FH*FDCA PIV•WVN �p5)5]2-66 EBTMANAGEMENT "= LANOSCAPE ARCHITECTURE: �^� WATER VAULT/METER FORA LANDSCAPE ARCHITECTS ' - =+4� CAOIK 22-1 T32 133 ``Y`«'+ DETENTION VAULT [ _ _ ARCHITECTURE: `^` DVKEMAN ARCHITECTS (6IL 25&3181 ELECTRICAL E CIVIL: JACOBSON CONSULTING ENGINEERS COMM COM (206) CAUP0 ' 134 EMET IXENG NEERI G: } METRIX ENGINEERING cT` ` LIGHT FIXTURES O+-O O (425)M&822 ' PARCEL GO.:31052100302300 \ STRUCTURAL: ' SEATTLE STRUCTURAL PS INC. ADDRESS:17903 SMOKEY POINT BLVD (206)343-3000 OWNER:CITY OF ARLINGTON ' F SEE SHEET C0.01 FOR STORM DRAINAGE NOTES O NOTE: \ ALL CATCH BASIN GRATES Q u' ti3 '~ SHALL BE"HERRINGBONE" GRATE UNLESS W' ' LLLI OTHERWSE NOTED.SEE DE AIL 4/4I70. H' N W W FOR STORM PIPE BEDDING AND BACKFILL SEE DETAIL cvD H' 'H 3/C4.11. z N N W �� � W O) Z R- NK SINGLE HD INFILTRATION SYSTEM W/ '" Z GRAVEL BELOW AND 12"GRAVEL ABOVE TOTAL LIVE STORAGE VOLUME=1,650 CF V - SEE SHEETS C4.12 TO C4.14 FOR DETAILS V C �' � -' INLET TO ' O 35 DETENTION SYSTEM 0 CD IE 127.46 .� INLET TO � UQ \\ �, DETENTION SYSTEM - IE127.46 _ L _ — — — _ — — — — — - - �, L OME COM E COM E COME C?M ECOM E COM COM E C0� E60M E COM E COM E ME C� M E 1 1LF8"SD@1.4% Z a �SD LSD SD SD�SD—SD—SD�SD I / O\ ti FRENCH DRAI BELOW 7� ' \s SEED 7J OBSE i \ I OBSERVED 133 _ ——— > � + + + + + LL I� w m \ 132 Uh •,`tlRH,' '-' y,�-�` — — _ — s1 — —,'-4=�-' — �'n A 6"(IN) O _+ ,IE 127:5 8"(OIJ,T N E—`iE' _ ��__'+E`= "E E+ +'a "E •E ,E , E_ ==E� AD 4 d - �� -T --- - - O - DATE 9/25/23 SO C4 CB TYPE I LIGHT POI E,EAAND— 130 _ _ DRAWN DJD/AJJ RIM 131.51 BASE PER ELEC'L -- IE 129.18 8(IN)W PLANS(TYP) 1U 8„ SO C2 STORMFILTER CB CHECKED JAJ _IE-h29.18 8(GJT)E _ -R+M 130_72_ _ _ W/VANED GRATE -------- 3y3ti D @ 2.8% IE 128.12 8"(IN)S \ REVISIONS: SEE DETAILS(TVP) i :— — _A IE V PERMIT SET 9p25/23 SEE DETAILe i 3 95%CD 10/09/23 149 LF 8"SD @ 0.6% 111 LF 8"SD @ 0.6% BID SET 10/20/23 3De SD�SDe SD ® SD�SDe SDe SDe SD ESD_'�SD— SDe�SD SDe�SD v " SD 3 C TYPE I — 0.f 57 8 E "( W ' S874'5"E 1147,65' I 128.57 OU STORM 7H TH PL. N.E. W/VANED GRATE ' CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL DRAINAGE& ' (A DEDICATED PUBLIC RIGHT OF WAY) ' UTILITY PLAN N/ THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: C4.02 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Calls b1+effor8e io or I-900-424-5555 0 5 10 20 ONGnND wc�usn/ fora • 2 SCALE 1"=10' Seattle,WA9g15 C 206-322-1732 ford land LEGEND Fora Landscape Architects -- -----1-------------------------------------------------------------- ----------------------------------------------- ROPERTY LINEN79•-306'E-46.81' - " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F \e \�A\- _ _ _ �a a a o o a a o o a o - - - - - o a o - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o- J ' / I STORM DRAINAGE PIPE __- SD --- 9 A• 9C BIORETENTION 44 / oa`"ASh�,HO BOTTOM EL$V 131.00 / I FRENCH DRAIN �\ -- SEE DETAIL YD/CO/CB/CB 2/MH (! i a.3 ++ I SANITARY SEWER SS e wss, a — �1 I 41, IsT�R��t Ir +� + I SANITARY MH/CO O • OVAL 9/25/2� F -+++ILF y I WATER MAIN W PROJECT MANAGEMENT: FH/FDC/PIV/VALVE FH*FDCA PIV•WV" ROCKPROJECT MANAGEMENT LANDSCAPE LANDS CHITECT HIT WATER VAULT/METER FORAL2-1732 PE ARCHITECTS L 1 (CH CTT32 DETENTION VAULT [ _ _ _ ] ARCHITECTURE: 25�59,ARCHITECTS y t ELECTRICAL E CIVIL: FRENCH DRAIN BELOW \ COMM COM JACOBSON CONSULTING ENGINEERS LAWN(TYP) (20`TR CAL600 SEE DETAIL q,l \ I } EM TRIX ENGIN ERING LIGHT FIXTURES 0+0 O (RUCTURAL: STRUCTURAL: SEATTLE STRUCTURAL PS INC. ` \ SEE SHEET C0.01 FOR STORM DRAINAGE NOTES \ I NOTE: 0 ` \ ALL CATCH BASIN GRATES V ` T \ I SHALL BE"HERRINGBONE" \ GRATE UNLESS OTHERWISE /'► I—' , \\ NOTED.SEE DETAIL 4/C4.10. LL W� \ I W FOR STORM PIPE BEDDING V1Lij \ AND BACKFILL SEE DETAIL W _ \ 3/C4.11. ch H , v, �__�„ „r„ POWER CONDUITS PER \ / Z N i / SEE SHEET C4.01 FOR'BIORETENTION ELEC'L PLANS(TYP) \ / 1 7 � W UTILITY METER&CT // NO ES'&'BIORETENTION CT) / 7 CONSTRUCTION SEQUENCE NOTES' Q ,y «„ Z COMMUNICATI(NS) CA$6NEf ON EXTERIOR OF / j `_ , CONDUITS PER BLDG PER ELEC'L PLANS 7 = ELEC'L PLANS TYP t _ ' y =, ad a i ' a \ I11 4 - ' d d ' M PULL VAULT PER \\ I a ELEC'L PLANS ` \ \ I O _ , t � rti ` 131 o EM ° I OtS / BIORETENTION#3 � BOTT W m FOUND REBA OM OF ELEV 128.05 _ ' 132 - SEE f 1 DETAIL(a \ as BFK CAa)o Y(E7 YO d d 131 Od d 4) � ° d ° 130 /� 4- - - - -- O ° 130 VJ (n -o- E -- -- - ° E d E @ _ E- _ t _ E E -- - - - + r �1 _ --- ------ - --- - -- - - - 129LIGHT POLE AND - �� ++ ---- g I; DATE 9/25/23 _-- _ S- _ AS - \ BASE PER ELECT +7+ ' + '�Sn GA5 GAS cps s�GA'- - DRAWN DJD/AJJ e _ _ _ +++ ---_ - 128 - -� CHECKED qJ -- - PLANS(TYP) I + + +� +++ ++ IL O + + 1 J '1.3 __---- ---- - -- -e(-+++++ ++++++++++++ i/ REVISIONS: - 3 +W -� W W I;r 12"PE.�27.60' PERMR SET 9/25/23 ' ---+ —� I — FV � 95%CD 10/09/23 Pp 129 �` BID SET 10/20/23 1 II. _ \� — 1 s' S5 SS SS SS � SS —__ — — — — STORM - CITY OF ARLINGTON 130 sS!eH RIM.1,s70' sEr cxISLLED°o"IN NQPhIERLr 78TH��, `- CONSTRUCTION DRAWING REVIEW APPROVAL DRAINAGE& 0 RIAO n"" bFDCA OPUBLICRIGHTOFWAY) UTILITY PLAN THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: C4.03 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS . DIRECTION OF FLOW 2 1 4 B SEE NOTE 1 fora MULCH PER USCAPE r BEE-HIVE GRATE m 143ONE65t WA Street _ Seattle WA 98115 t 206-322-1732 PLANS FREEBOARD (TYP SEE DETAIL FRAME AND GRATE(OR SOLID COVER), 1N CONCRETE INLET TO BE CONSTRUCTED IN ford land FREEBOARD(FT)__ SEE APPUCABLE STANDARD DETAILS ACCORDANCE WITH ASTM C478&C890 -_ UNLESS OTHERWISE SHOWN ON THE PLANS A - q Fora LandscapeArchitects _ OR NOTED IN THE STANDARD MAX W.S.ELEVATIONV / MT _ 1. IIII ry SPECIFICATIONS.ALL CONCRETE SHALL BE 2-2•R 3. I o " cuss a000. m 3'1 BOTTOM III-III -_ III VARIES °I 2. REINFORCING SHALL BE EQUIVALENT TO ELEVATION BE �� B B i WELDED WIRE FABRIC(WWF)HAVING A A•,I MINIMUM AREA OF 0.12 SQUARE INCH PER - 9 Wg9C III III III III= F00T.WWF SHALL COMPLY TO ASTM A497. oY re�ti0 -III III -III III III-�- - WWF SHALL NOT BE PLACED IN KNOCKOUTS. = C' II II IIH III IIH III III INSTALL RISERS AS ADJUST"soup BRICK .6" FOR FINAL C-� 12" - O ADJUSTMENT TO GRADE,6'HIGH MAX. 3. THE BOTTOM OF THE PRE CAST BASE OUiLE REQUIRED,SUCH THAT A � �1-5/8' SEC110N MAY BE ROUNDED. - R/ BIORETENTION STRUCTURE IS BELOW TOP VIEW 4. PRE CAST BASES SHALL BE FURNISHED SOIL PER USCAPE GRADE WITH CUTOUTS OR KNOCKOUTS.KNOCKOUTS a.a3667 a 6„ SECTION A-A T'0 24+ SHALL HAVE A WALL THICKNESS OF 2"MIN. E's AC1sT6RF'(ft PLANS(TYP) 30" 24" ALL PIPE SHALL BE INSTALLED IN FACTORY 4 `ytONAL C'� 6"SLOTTED UNDERDRAIN 'STRUCTURE PER PLAN O PROVIDED KNOCKOUTS.UNUSED KNOCKOUTSNEE I B SECTION B-B STORM DRAIN PER COS i-1/4"y 2-1/2" 2-3/4'(TYPJ NTADTNOT BE GROUTED IF WALL IS LEFT 2-0' 2 9/25/29 STD PLAN 291.SEE SHEET OUTLET STRUCTURE 1" / 3-1 2"R , C�el 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL PLAN - PROJECT MANAGEMENT: TO PIPE OUTSIDE DIAMETER PLUS CATCH ROCKP2-6878 MANAGEMENT m (425)5]2-68]8 GRAVEL BACKFILL FOR _5/6• ?"` �. BASIN WALL THICKNESS.KNOCKOUTS MAY LANDSCAPEARCHITECTURE: UNDERDRAIN PIPE BE ROUND OR'D"SHAPED AND MAY BE 1/8" 2-3/4" 1-5/8" 2-1/4" 1 30 RISER SECTION ON ALL 4 SIDES WITH MAXIMUM DIAMETER - /" 1/8 R TYP,J 3 4 NORMAL FORA LANDSCAPE ARCHITECTS 2-3/4" OF 20' 10 BAR ( ) (2081322 1]32 ARCHITECTURE SECTION B B C Xj@+ 5. 5/i6"R 16• 6 GTH RADEATO THE PIPE FROM INVERT ISE5'-0". - 1 1 (425),59-ARCHITECTS /2"NORMAL I CIVIL: aM 7. THE TAPER ON THE SIDES OF THE 1/8" TO BAR JACOBSON CONSULTING ENGINEERS ,A{pl PRE-CAST BASE SECTION AND RISER 1-3 4 (206)4262600 VANE��� SECTION SHALL NOT EXCEED 1/2"PER 2 2 ELECTRICAUPLUMBING: BIORETENTION REQUIRED PONDING BOTTOM MAXIMUM W.S. TOP OF FOOT. 3 METRIX ENGINEERING NUMBER BOTTOM DEPTH(FT) ELEVATION(FT) ELEVATION(FT) FREE BOARD } SECTION A-A (425)33&822 (a{) AREA SF D BE V FT 8. FRAME AND GRATE SHALL BE IN STRUCTURAL: ( ) ( ) ( ) () ( ) NOTE$; ACCORDANCE WITH WSDOT/APWA SEATTLE STRUCTURAL PS INC. 1 117 6" 131.60 132.10 132.60 SPECIFICATIONS.MATING SURFACES SHALL NOTES (206)343-3000 2 65 6" 131.50 132.00 132.50 1. USE WITH TWO LOCKING BOLTS 5/3-DIA STAINLESS STEEL TYPE 304 1/2"MIN BE FINISHED TO ASSURE NON-ROCKING FIT SOCKET HEAD(ALLEN HEAD)BOLTS,2"LONG.SELF-LOCK VANED (TYP) WITH ANV COVER POSRION. O1 FOUNDRY NAME,THIS SIDE TO CURB W/ARROW AND(DI) ®LOCKING GRATE CASTED HOLES SHALL BE 3 297 6" 12$.05 128.55 129.55 GRATE IS NOT ACCEPTED. 9. FRAME AND GRATE MAY BE INSTALLED WITH FOR DUCTILE IRON SHALL BE EMBOSSED ON TOP OF CASTED TO ALLOW FOR TWO 5/8"DIA I 4 38 6" 131.00 131.50 132.D0 3/4• FLANGE DOWN OR CAST INTO RISER. GRATE WITH 1/16"RECESSED LETTERS. STAINLESS STEEL SOCKET HEAD CAP SCREWS Y 2. MATERIAL SHALL BE DUCTILE IRON ASTM A536,GRADE 80-55-06, 1-3/8" MAX 50 THAT NO PART OF HEAD PROTRUDES WITH BITUMINOUS COATING. 10.EDGE OF RISER R VEN SHALL NOT BE Q SEATING O GRATE SHALL BE ACCOMPLISHED BY ONE OF ABOVE TOP OF CASTING. 3. WELDING IS NOT PERMITTED.EDGES SHALL HAVE 0.125"RADIUS, MORE THAN 2"FROM VERTICAL EDGE OF THE FOLLOWING:A.8 INTEGRALLY CAST PADS 0.125"CHAMFER OR COMPLETE DEBURRING. CATCH BASIN WALL. (1-1/2"x3/4"x1/8").B.MACHINE BOTTOM SURFACE Q GRATE TO BE USED WITH FRAME SHOWN IN SECTION C{ - ouislDE A 17"DIA. STANDARD DETAIL SD-090. 4. USE A BI-DIRECTIONAL VANED GRATE IN SAG VERTICAL CURVES. a O3 MATERIAL USED SHALL BE DUCTILE IRON PER ASTM-A536, NOTES: PRE-CAST BASE SECTION GRADE 80-55-06.ALL CASTINGS SHALL HAVE A (MEASUREMENT AT THE TOP OF THE BASE) BITUMINOUS COATING. 1. ALL COMPONENTS(PLANTS,SOIL,MULCH)ARE REQUIRED FOR ,Dy D Ty ouR DBPABFYSNT OF PUBLIC 80883 yy wA DBPARTYBNT OF PUBLIC BORh4 t O _ STANDARD DETAIL 1 O STANDARD DETAIL l O STANDARD DETAIL STORMWATER FUNCTION.SEE L'SCAPE PLANS o w o.nv>m STANDARD DETAIL NUMBER � `0 .nv�. STANDARD DETAIL NUMBER � '0 �.m7>x. STANDARD DETAIL NUMBER 2. SEE BIORETENTION NOTES,SHEET C4.01 , 3. SEE BIORETENTION CONSTRUCTION NOTES,SHEET C4.01 y®= VANED GRATE SD-070 v®t SD-O20 r®t STANDARD GRATE CATCH BASIN INLET SD-060 4. CONTRACTOR SHALL VERIFY WITH AS-BUILT SURVEY,THE MINIMUM BOTTOM +ttp0't0 �ZtNO't0 CATCH BASIN TYPE I •pttNo'to AREA,SIDE SLOPES,BOTTOM ELEVATION,MAX W.S.ELEVATION,FREE C`') BOARD ELEVATION,AND BIORETENTION DEPTH ARE PROVIDED AS DESIRED. (V 5. SUBMIT AS-BUILT SURVEYTO ENGINEER PRIOR TO PLANTER z CV 00 NTS � NTS NTS � NTS w CE) Non-Infiltrating Bioretention Vaned Grate L Catch Basin Type I Standard Grate Y C Q O 4 BARS 0 6" .L_i1TT�21- r FRAME&GRATE OR RING O C CENTERS BOTTOM pr��4 REBAR AND COVER(GRATE OR 2"CLR FACE WITH 1"MIN 1"CLEARANCE (SEE NOTE 4) ? COVER SHALL BE LOCKING) T'1 COVER GRADE RING HANDHOLDS / \ / 5" 24" 5- a ° E--II----���� TOP SLAB RISERS,BRICKS(2 ROWS z T-� MAX)OR GRADE RINGS �F 6'OR 12" 1-$3 BAR FOR 6' 20'X24" 48".54"&60"TOP SLAR ?' / �Z RISER 2-$3 84R FOR 12" OR 24"DIA TT � a _ ^1P STEPS OR LADDER 12"MIN� 1 2_MIN 48.OR 54" FF o TYPICAL ORIENTATION 1N T(�TTT777 O (� FOR ACCESS AND STEPS l IIIIIL-�IIII3+J. JLR HANDHOLD CATCH flASIN STEP PRECAST BASE& j!EN,rEJR RS O6" (48-CB) INTEGRAL RISER S BOTTOM FACE 12"MIN MATCH EXISTING SLOPE B'(54'CB)20" WR "MIN COVER \� REINFORCING(FOR PRE-CAST BASE& IF��IHl---���� I.12MIN.--E B"(60"CB) INTEGRAL RISER) m J 11 qr� °N 8-(72-CB; 0.15 SQ.IN./FT.E.W.(48•CB) - aLu L MORTAR 2" 96"CB 0.19 So IN./FT.E.W.(584 CB) T FILL Elm n n n n h ]2"TOP SLAB ELEVATIONS PLAN 0.25 SQ.IN/FT.E.W.(60"CB) ^.a a 10' 10" O 0.24 SQ.IN/FT.E.W.(72"CB) 4 DROP RUNG CATCH BASIN STEP 0.29 SQ.IN/FT.E.W.(95"CB) a G •ALL STEPS COPLLYMER O - 6 BARS O 7"CENTERS PROPYLENE " 1'-0"FOR 48'.54"&60"CB a BOTTOM FACE WITH 1" 2'-0"FOR 72"&96"CB < MIN COVER NOTE$; SEPARATE CAST-IN-PLACE ) BASE OR SEPARATE GRAVEL BACKFILL n 'Ga. 12"X10" 0 5 1. PR ARE OPRIETARY CATCH BASIN HANDHOLDS AND STEPS ACCEPTABLE, FOR FOUNDATIONS s PROVIDED THAT THEY CONFORM SEC.R,ASTM CM AASHTO PRECAST BASE M-199 AND MEET ALL WISHA REQUIREMENTS. 6"MIN.COMPACTED DEPTH % ^ FOR PRECAST BASE ONLY �/ , 2. CATCH BASIN STEP/HANDHOLD LEGS SHALL BE PARALLEL OR v' APPROXIMATELY RADIAL AT THE OPTION OF THE MANUFACTURER, 'FOR SEPARATE EXCWT THAT ALL STEPS IN ANY CATCH BASIN SHALL BE SIMILAR. - ° N 2-CLR PENETRATION OF OUTER WALL BY A LEG IS PROHIBITED. CAST-IN-PLACE ONLY TYP 3. HANDHOLDS AND STEPS SHALL HAVE"DROP"RUNGS AS SHOWN ON N $' GRATE<A DATE 9/25/23 DETAIL OR PROTUBERANCES TO PREVENT SIDEWAYS SLIP. REINFORCING STEEL 1. HANDHOLDS IN RISER OR ADJUSTMENT SECTION (FOR SEPARATE BASES ONLY) SHALL HAVE A 3"MINIMUM CIEARANCE.STEPS IN DRAWN DJD/AJJ 4. SLAB OPENING MAY BE 24"X 20"OR 24"DIAM. 0.23 SQ.IN./FT.E.W.(48'CB) FRAME 1^ 0.19 SQ.IN./FT.E.W.(54'CB) CATCH BASIN SHALL HAVE 6"MINIMUM Ll �r2Q• 5. AS AN ACCEPTABLE ALTERNATIVE TO REBAR,WELDED WIRE FABRIC 0.21 S0.IN./FT.E.W.(60"CB) CLEANANCE.NO STEPS ARE REQUIRED WHEN"B" 5/$"-1 CHECKED JAJ HAVING A MIN,AREA OF 0.12 SQUARE INCH PER FOOT MAY BE USED. IS 4'OR LESS.HANDHOLDS SHALL BE PLACED IN (- 0.35 SQ.IN./FT.E.W.(72"CB) ALTERNATING GRADE RINGS OR LEVELING BRICK 22"X1$" WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497. 0.39 SQ.IN./FT.E.W.(ae-CB) COURSE WITH A MINIMUM OF ONE HANDHOLD TYPE 1 CURB&GUTTER REVISIONS: 9fi"TOP SLAB BETWEEN THE LAST STEP AND TOP OF THE 24"X20" 6. IAITCH BASIN.OR STEPS SHALL EXTEND TO WITHIN 16"OF BOTTOM OF FINISHED GRADE. PEFWIT SET 9/25/23 CATCH DIF LADDERS ARE USED THEY SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC PER STD.DETAIL 2. MINIMUM SOIL BEARING STRENGTH SHALL EQUAL ss-oao 'o'Rwc 3,300 POUNDS PER SQUARE FOOT. 95%CD 10/09/23 7. HANGING LADDERS SHALL BE PERMANENTLY FASTENED AT TOP BY 3. M HANGING ON STEP OR BY BOLTING OR EMBEDDING IN CONCRETE. ORTAR SHALL BE PLACED BETWEEN EACH LEVEL BID SET 10/20/23 EACH SHALL BE EMBEDDED AT BOTTOM IN BASE. OF ADJUSTING RINGS.TOP OF TOP SLAB,AND BO7TOM OF IRON RING. 8. ADDITIONAL SAFETY FEATURES MAY BE REQUIRED IN VERY DEEP OR PRECAST BASE JOINT UNUSUAL STRUCTURES. 4. SEE THE STANDARD SPECIFICATIONS FOR MORE NT$ REQUIREMENTS. Beehive Grate a 1Ty O wrt DBPAR19DBiT OF PUBLIC IIOR88 STANDARD DETAIL STORM O A TY Dort DBPABTNLW'L OF PUBLIC y0"IL Y aAE 08PARTBBNT OF PUBLIC 80883 Wn�n® STANDARD DETAIL NUMBER oti Q,n STANDARD DETAIL QiY O STANDARD DETAIL CITY OF ARLINGTON DRAINAGE Drn�. STANDARD DETNUMBER o+nv:o. STANDARD DETAIL NUMBER CONSTRUCTION DRAWING REVIEW APPROVAL CATCH BASIN LADDER, STEP, SD-050 CATCH BASIN TYPE DETAILS AND TOP SLAB DETAILS q o 46", 54", 60", 72" & SD-O4O B o TYPICAL FRAME AND GRATE INSTALI-111 <ING't <tro't THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: C4. 10 Development Services Manager NTS NTS NTS Ladderstep 5 Catch Basin type II 6 Frame Installation DATE: THIS APPROVAL VALID FOR 18 MONTHS REMOVABLE CAST IRON COVER AND 21F.-F11.7+11 RING MARKED SO (SOLID ORnoNATL ARC Es scoven1l] TEST PLUG ,PE) STORMFILTER DESIGN NOTES fora IL TMc1AH�csAIN TMENT CAPAITY-111 BY COUNT All LocaL IPIR-11 2'SQUARE 1 sia Fs -oo)F,B•[HS71oRn•[sefi]TULCARTRIOGEs FINISH GRADE auwKces T(8)CARTRIDGES DZE(n[mmDTB 7SNII ,s N" iA30le,WA Street Seattle,WA98115 oP(n.ImmD .06 RN., z.3 p0+]w.uuc DH _ t:206-322-1732 RECOMMENDED Hero w (9PPu4r[ORD zn.361 e7•H.,3r +[0.661 zH.361 Srn.,3r ,II.S 12"DI PIPE/ I fora.land - en Low HATE(9Pm wsD Flow RATE Is APPROVED WITH P[41 PHoe0e[tlal n.zs[9.7+1 1s[9s51 .53[0.7a1 z5[0.471 .� 167 M [113 FAOT1 SPECIFIC Hoy e(PEORB)MEDIAONLV I I Fora Landscape Architects LINKING OPTIONS CONTACT YOUR CoNTECH REPReseNTATIVE FOR MORE INFORMATION PLACEMENT. LINr>EI�s-r Hs+91 ERI� FLEXIBLE CONCRETE QUADuz i TRIPLEZPI RCLUN R INID sHI c 4 RIGID( ., .) ( EP,CMP,PVC) I >y SUBGRADE 9 A•Jq�, PLAN VIEW "= ELEVATION FIBER JOINT FILLER q9�1, v oe` sy MAXIMUM RIM TO OUTLET PIPE INVERT HEIGHT IS 6.05'1,6445 I 45°BEND "- o BYPASS A*!+iinaElaeFEREH UNLESS sorrisR cliuu DIMENSIorvs MAr vARr. R a3ss] m Locanorvs ohI IER =meLY TIERS MmI UNLESS NOTED orHERwISE. - - FLOW E's�O,S,,B- GV PTIOAND ALTERNATE ,.coNrECHTOPROVIDE AND ALTERNATE wFIR z.DNErvslorvs MARKED wI ourtET PIPE 3.ALTERrvATE DNErvslorvs ARE MILUME 6 4.FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS PLEASE CONTACT YOUR CONTECH ENGINEERED -III = Sj lA OUTLETPINE SOLUTIONSuCREPRESENTATIVE .C.PMAKEE R- = OVALS 3 s.DRAMINLTEHWATERoUURY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS WITH BOOT OG MAXIMUMI oR ro CDNF HM S RUCTORE MEETS HEOU REMENTS OF PRo,EGT - BACKFILL WITH NATIVE MATERIAL SEE PLAN FOR = FLOW ES R76L FILTER MEDIA CONTACT TIME SHA�BECAT LEAST 3e sEcorvps,AMC SELF CLEANING.RADIAL MEDIA DEPTH PROJECT MANAGEMENT: FLOW PECow(cvM lusDGOIVIOEocYTHEorvFlaMEAc uu FACE CONTACT AREA(sF[m"1e IF SUITABLE,OR BANK RUN - SIZE ANDIE ROCK PROJECT MANAGEMENT r O O OR THE NC ER OF RE EA UALGal ROUNDWATER ELEvnno CAASTINGS GRAVEL FOR TRENCH BACKFILL (azs)s]z-6878 M3a ArvD DE CAST wImi rvHE CONTECH LOGO NTS LANDSCAPE ARCHITECTURE: MEETING WSDOT 9-D3.19,95% _ p (�) FORA LANDSCAPE ARCHITECTS ANrIFLOTATION PRENISIONEARESDESPECIFIC DESIGN CONSIDERAHONSANO SHALL BE COMPACTION,6"MAXIMUM LIFTS d Cleanaut (206)322-1732 sroaMFILTE ARCHITECTURE: (STANDARDS o PROVIDE EOOIPMENT WPH SUFFICIENT LIFTING AND REACH CAPACITY To LIFT AND SET THE STORMFlLTER 4"MIN DVKEMAN ARCHITECTS s[1x613. RTOPI-IDEANDINIPIPES.MATCHPIPEINVERTSSHOWNPROJECT 8"PER WSDOT STD (625)258-3181 CIVIL: PLAN VIEW 4.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION—a��EOEa�osoN RurvoFF. BEDDING MATERIAL FOR RIGID JACOBSON CONSULTING ENGINEERS CASTINGS NOT SHOWN PIPE PER WSDOT 9-03.12(3), (208)42&2800 SITE SPECIFIC 95%COMPACTION BEDDING MATERIAL FOR ELECTRICAUPLUMBING: 3 DATA REQUIREMENTS 1.5 X I.D.+18" THERMOPLASTIC PIPE METRIX ENGINEERING (425)W&822 FINISHED GRADESTRUCTUREID so C2 2.5'MIN PER WSDOT 9-03.12(3), STRUCTURAL: WATER QUALITY FLOW WE(.n[UK) C.048 95%COMPACTION SEATTLE STRUCTURAL PS INC. BYPASS ��Ir- - PEAK FLOW WE(c2 N:1) 0.12] (206)343-3000 L-'J 'nll- LLL-----------J RETURN PERIOD OF PEAK FLOW(yrs) 2VR As Y CARTRDGFSI2F(27,+6) 27 NOTE: PLAN CARTRIDGE F BE V181 MIN(18F Ht7D IF ASSEMBLY FLOW RATE 11.25 GPM - -, 3.,'pRH MIN.(-FR6D ����3-,I CARTRIDGE FLOW ZPG i Er sFELINKINGOA oNSABOVE BACKFILL MATERIAL SHALL NOT HAVE PARTICLE SIZE 12"MIN )t- ISOMETRIC OPTIONAL INL H w nET PIPE �4 T s�nsz] II 13 'i= FOR MAXIMUM RIM TOINVFRT 'i' IrH Boor CARTRIDGES z GREATER THAN I"WITH IN 6"OF THE PIPE OR THE \\ w.7z PIPE INVERT li III RiE PE cAHTHI REQUIRED III II NPE DawEz ELEVATION MIN.nsovE o LET RIM INNIELP PIPE INVERT 4------- r -----s �r n P INVERT MATERIAL DIAMETER CONTRACTOR HAS THE OPTION TO USE GRAVEL BACKFILL - lzeaz PIPE ZONE BEDDING CONFORMING TO WSDOT 9-03.12(3) _ !� D ? ! B. LLT-0'[ 1� DECK rS B13j� TES/SPECIAL REDUIREMENTS. ELEVATION VIEW RIGHT SIDE VIEW �. "44TECH•C�� CONCRETE CATCHBASIN 3/4"DIA SMOOTH BAR SYOrmFlltef• ENGINEERED SOLUTIONS LUC STORMFILTER PIPE COUPLING Co ® STANDARD DETAIL SPOT WELD BARS TO AT LEAST 2 4"MAX(Typ) (V �.� ..m.a�-..,-. CORRUGATIONS OF METAL PIPE CMP OR CPEP SIDEVIEW (TYP)BOLT TO CPEP SMOOTH ENDVIEW DO NTS SMOOTH INTERIOR INTERIOR PIPE OD (�) Pipe Bedding and BackfilI NOTE: Q> 1. THIS DEBRIS BARRIER IS FOR USE OUTSIDE ROADWAYS ON PIPES 36"DIA.AND SMALLER 2e•.26"[711.711] 2. ALL STEEL PARTS MUST BE GALVANIZED AND ASPHALT COATED.(TREATMENT 10R BETTER). C VANED INLET TIONAL II 28 COVERT I O O(soup OPTIONAL VIve Access STORMFILTER DESIGN NOTES 3. CPEP-SMOOTH INTERIOR PIPE REQUIRES BOLTS TO SECURE DEBRIS BARRIER TO PIPE. p� uvmeEi ov�uu IN TMABLE In"11 VAR-O(2F,fiRH4511 DR 2r[-1 TALL QARTRDRGES us - T(8)CARTRIDGES U CARTRIDGE SI2E(in.[TI: O E27[6661 16 K57] RECOMMENDED HYDRAULIC DROP(R.[mm1) SUS[930] r3[7011 NTS d nz Ji SPECIFIC FLOW RATE(9,111 ) 2[1.967 167'[t131' 1[0.66] 211361 16T[113T 1[O.fiB] Debris Cage- CARTRIDGE FLOW RATE(9Pm[Usl) 22.5[1A1 BOR[1.191 +1.25 D.]t] +5[0.951 .53[0.791 TSDI.4]1 1 m,"T nLI3u L]SPECIFIC FLOWRATE ISAPPROV=DwITH PHOSPHO B(PSORO)MEDIAONLT _ LINKINGo CEMENT. a 24[]11] 24 pi,l QUAD LINT Rn CON TE HRETRREPSE ATVE FOR MOREINFORMATION NFO NIT DUAL UNITINGLE UNIT 3 INSIDE RIM INSIDERIM DO (SHIPPED IN 2PECES) ( N2PIECES) ( PIE ) O O 5'-1'[1549] Z $ PLAN VIEW ..w:� ,�„� wE.�° .w -_ W° p°o., _� .o° „>o o:; o.,°,>o ELEVATION PER PLAN O OO�p� EX GROUND CONIC O 00 00 pMAX MUM RIM TO OUTLET PIPE INVERT HEIGHT s 6.06[-1. SIDEWALK SLAB °Do000O SLOP PF SLOPE da0� �Do� 1'THICK GROUTED-IN-PLACE -� sroRMPILTER vvass GENERAL NOTES / ��a ROCK LINING NO ALTERNATECARTR CEE corvTecH TO PROVIDE au MATERIALS UNLESS NOTED OTHERWISE 2"-4 QUARRY SPACES o (OPT ONAL) ASSEMBLY 2 DIMENSIONS MARKED WITH(E ARE REFERENCE DIMENSIONS.ACTUAL DIMENSIONS MAY W RY. ( "Q ) W m 3.AL EDMENSGNSa MLLMETERS[mm1 UNLESS NOTED nHEFWaP - "ArS ONDRAGNGSWTHDETALED STRICTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONECHENGINEERED \ \ \ \ \ \ \ LOCATIONS CUTLET ao;E 111FUT IN'LLC Eao�aLITYATRuc uaesHn�EeEwA000RDANCEWITHALIDESIGNDATAA.DINFORKAINONCONTAINEDINTHIs L \/\/\/\/\/\/\ \ 0 (12[36010M MAXIMUM) RTocONFIRMSTRucruREMEETSREouIREMENTsoFPRo3ECT. z BOO pQO \\\ ^p LTRPASSIVE SIPHON ACTuaieD,RADIAL FLOW.AND SELF CLEANING.RADIAL MEDIA DEPTH FLOW ES IEraI.F MEDIA CONTACT TIME SHALL BE AT LEAST 36 SECONDS. N O O EOH8E 84 LOAD Flow,ASSUMING 1ART1 BV THE MEoIa suRFAI ANN GROU11WATHIP IL'D. W QO OO��/y�J, Q \\/ 3' PER PLAN rl 6 I[- O HALLMEETAAHT M3U6AN1TEEVATIODRATINGEISOF INGEARTHCOVEROFv-0'-z I511ANDGROURDla-11ELEVATIONAT,OR DO O (o) \(7O�oOO \\ IIIIII vaTlorv.ENGINEEROFREcoaDTocoNFlRMacruaLcaouNDwATERELFvarloN.casTlNcs �00 U`� /\ gg��ryrypp�� MIN 5 sALLow �EaPIaE"vERae cnsT WITH THE corvTecH Loco. W oO�o DOIATION 1 \\\� 2"-WO AVG r�'- o L STORMFILTER ANCSU BACKFILLDEPTH,AND/ORANTIROTATION PROVISIONS ARE BRESPECIFIC DESIGN CONSIDERATIONS AND SHALL BE OQ ooO / O o CARTRIDGE �NSSPECIFIeoeo1"GINEEROFRECORD. z 00 \i QUARRY SPACES 1 /�n00 D EDGE OF PAVEMENT LL ERNAT GAD. (STANDARD) CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACTY TO LIFT AND SETTHE STORMFILTER OO OO \ 6V aD A r z.STRUCTURE O �O�O Q / / FILTER FABRIC WRAP QQ Dod 8 PIPEaoNVI 3.corvTHACTORTOPROVDEAND INSTALL PIPES.MATCH PIPE INVERreSHOWN ON PROJECT SPECIFIC E�EioGS. o Q�OO�o�[]�O j//LT ppQ�Oo PLAN VIEW 4.cONnuCTORTO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-R EROSION RUNOFF. ' CASTINGS NOT SHOWN g OOoo SITE SPECIFIC / BOTTOM OF 1'MIN DATE DATA REQUIREMENTS w �Q Q O VA j DEPTH °o /,'. 9/25/23 II NE- O�gOO O /// RAIN GARDEN DODO FINISHED GRADE STRUCTURE ID SO E1 1? O O \\� Q DISCHARGE PIPE DRAWN DJD/AJJ TER QUALITY FLOW RATE(Ms(L/s]I 0.016 N BYRASSn sExleLY - BYPASS WATER Flow BATE I.wm) D.o48 ac �p0�� I CLEAN PERMEABLE FILL OR PEA OOQ�� CHECKED JAJ L-LL T II - L WEIR BETURNPERIODOFPEAKFLOW(y,$) zVR QQ,, srCR ASSEMBLv CARTRIDGESIZE(27,IS) 1e Q�oOO� Q /\�� GRAVELPERCITYOFKIRKLAND •00 �C DDo� M o0 INSTALL DEBRIS CAGE z 35'p+87 Mw.(16•[a57p IF - CARTRIDGE FLOW RATE 7.5 GPM O \/j STD'S(WSDOT 9-03.12(4))E ON END OF PI REVISIONS: CARTRIDGE - __ 3.1'[9461 MIN.(27'[666p = 3== MEDIA i oPrloNAUNLET F -,, Rr , SEE LINKwo1N,17's 1) �Ti TvvE(vEeLITe,ZPG,vsoae) zvc O o O \\\ SEE DETAIL 5 PERMIT SET 9/25/23 o INVERT 6"P521 FOR MAXIMUM RIM TO INVERT WITH BOOT NUMBER OF CARTRIDGES REQUIRED 1 1 OUTLET PIPE PIPE ET NATION 129.21 z \� LINE SIDES AND BOTTOM OF ROCK LINING 95%CD 10/09/23 PIN MIN I E INVERT III III QO� VA, W/FILTER FABRIC MIRAFI 140N OR EQUAL I I PINE DaTa: INVERT MATeBML DIAMETER I I I I 4-------� _____ � I - INLET PIPE, LI INLET PIPEz iv Q 6"PERF PIPE WHERE ROCK CONTACTS AMENDED SOIL BID SET 10/20/23 oorLETP PE 12686 e^ \\\ GA.- NOTESISPECAL REQUIREMENTS- ��� /\ ���//�- NTS p e DECK L29'[6+°1� 2' 111 Rip Rap Pad O ELEVATION VIEW RIGHT2SIDE VIEW STORM 9 CITY OF ARLINGTON CONTECH` CONSTRUCTION DRAWING REVIEW APPROVAL DETAILS DRAINAGE CONCRETE CATCHBASIN 'MrmFilter° ENGINEERED SOLUTIONS LLC STORMFILTER NmEs.pm THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE STANDARD DETAIL CONDITIONS ON THE TITLE SHEET BY: C4. 11 Development Services Manager NTS NTS Stormfilter Details 6 French Drain DATE: THIS APPROVAL VALID FOR 18 MONTHS _ N O� S FINISHED & SURFACE s w MAX.ALLOW.FINAL GRADE=136.18 R-TANKHD QUANTITIES o MIN.ALLOW.FINAL GRADE=130.86 2815 5]5 t R-TANKX°MODULE TYPE SINGLE fora o g #OF SINGLE R-TANKS 248 TOTALSYSTEM STORAGE 1.921 OF LLwP 143DNE65th Street 0o V GEOGRID ELEV=130.18 �IL R-TANK STORAGE VOLUME 1,047CF STONE STORAGE VOLUME(40%VOID RATIO) 874 CF p g t:206-WA 98115 m EN m w 2-1732 11 SIDE STONE BED FOOTPRINT 1,117 SF W fore rd.land JJ TOP OF TANK=129.19 STONE QDANTITY NiCY ]3'-0" TENCATE MIRAFI FW-002 WOVEN TANK WRAP 2,033 SF(226 BY) .. Ford Landscape Architects - (5)SMALL PIATES PS $ m -28.1--( TENCATE MIRNFI FW-402 WOVEN EXCAVATION WRAP 3,18]SF(356 BY)ISOMETRIC ,N ee s 2'-0"STONE Q U o c 1I + 7 NAUE SECUGRID 3sS0 GEOGRID 1,957 SF(217 BY) Q U- S PERIMETER I- w T TANK INV 12].i5 12"MAINTENANCE PORTS 2 'S Ww STONE BASE NV-27 25 B'PIPE BOOTS 2 W w 2 �j ° TRASHGUARD PLUS UNITS(RECOMMENDED) 2 a 3 al A•JI�C NOTE.STONE QUANTITY INCLUDES IT OF COVER AND 60F BASE. v OF VOL, gmp NOTE:GEOTEXTILE I LINER QUANTITIES INCLUDE A I5%WASTE FACTOR. NOTE: °y STORAGE VOLUME FROM ELEVATION 127,25 TO 129.69=1,697CF 0 -aw oH5 wbs] 6 y B"INLET PIPE MODULE DATA �`sSj Q15 T6M�G1` CONNECTION ONAL E IcI NEI CONNECTION 29 CONNNECTCTIONON GEOMETRY: LOADRATING: D LENGTH=5.75 IN IN.(]15M) 3a PSI,(a-SEE SONLY) 12'MAINTENANCE PORT R-TANKHD NEIGWIDTH-17.32I.( MM) COVER REQUIREMENTS FOR (TYP OF 2,LOCATIONS TO SINGLE HEIGHT=1].321N.(4b MM) COVER REQUIREMENTPECS PROJECT MANAGEMENT: BE VERIFIED SY ENGINEER) (TYP.OF 248) TANKVOLUME=4A4CF MATERIAL: ROCKPROJECT MANAGEMENT STORAGE VOLUME=422 OF 100%RECYCLED POLYPROPYLENE (425)572-6878 Y VOID INTERNAL VOLUME:Be% SMALL PLATES REQUIRED: Y LANDSCAPE ARCHITECTURE: _ VOID SURFACE AREA'90% SISEGMENT,SMIODULE _ FORA LAN A C HI ECT HIE: F d W a W TECTS (206)322-1732 O}�} m r y ARCHITECTURE: Q SINGLE R-TANKHD-ELEVATION SINGLE R-TANKHD-MODULE DETAIL FC ¢ DYKEMAN ARCHITECTS Z Q a CUT AN IN THE FABRIC ENVELOPE THAT IS SLIGHTLY GEOTEXTILE FABRIC W Z Q d (425)259-3161 LARGER THAN THE PIPE.PULL THE FABRIC FLAPS AROUND OVER R-TANK CIVIL: THE PIPE,AND SEAL WITH A STAINLESS STEEL BAND. Z JACOBSON CONSULTING ENGINEERS WOO GEOTEXTILE NOTE:PIPE MUST'I-DIRECTLY W O (208)42&2800 N o~Q FABRIC AGAINST R-TANK.PIPE EFFLUENT N o H F ELECTRI6A2600 MBING: NOTE: 0 10 . } Z OVER INLETIOIRLET SHALL NOT PABB THROUGH )(.7 0 Z METRIX ENGINEERING STORAGE VOLUME FROM ELEVATION I2].25 T012888=1,88]GF y Z_z C7 R-TANK PIPE FABRIC ENV ELOPE Q Z z(0 (425)336-2822 SCALE- 10- O lY W X'CUT IN THE _ O D_0 STRUCTURAL: LAYOUT SCALE 1"=10' Z d Q FABRIC TO TANLESs STEEL-No USE. Z d¢O 206 343-30 OUCTURAL PS INC. R-TANKH°MODULE TYPE SINGLE FINISHED H W W NTLEORFACE�ANK W STO FASTEN FABRIC TO PIPES H-W W ( ) MAX.136.18 Y " TO PREVENT BACKFILL FROM NC H TRAFFIC LOAD HB-20 SURFACE MIN.130ae oY O N ENTERINGSTRUCTURE O (O iRAF GEOGRD(NAUE SECUGRD 306B PLACED I2-ABOVE THE : F -CONNECTION r-o_Fa-R-ry Dv SIDE VIEW OFPPEFABRIC CONNECTION #OF SINGLE R-TANKS CT 248 RTANe-SYSTEM.OVERLAP ADJACENT PANELS BY I8-MN.� III� 130.19 N N TOTAL SYSTEM STORAGE 1921, CF GEOGRID SHOULD EXTEND3SEYOND THE EXCAVATION c 12° d� 12919 FABRI AR TOFTOUTS.E GEOTEXTILE FABRIC FOOTPRINT mm 7 NLETIOUTLET PIPE �_. 0� OVER R TANKS FABRII R-TgNK STORAGE VOLUME 1,04]CF LLLLLLLLLLLLLLLLLLLLLLL R 2-0' l STONE STORAGE VOLUME(40%VOID RATIO) 8]4 CF RTANK"°UNITS WRAPPED WITHIT LLLLLLLLLLI LLLLLLLLL III OF�120LSV NON WOVENT P NAUE9ECUORID30I300EOORIO ELEV. 130.19 TENCATE MINAFI FWLD2 WOVEN(OR EQUAL) LLLLLLLLLLR STNM LLLLLLLLL P/\ �OEOTECILE,TRIM A9 la. O LLLLLLLLLLY�E LLLLLLLLLTOPOF COVER STONE ELEV.(12") LLLLLLLLLLI LLLLLLLLLLLLI 6TOP OF RTANK ELEV. EXCAVATIONEN(OPEQUAL)D WITH -129.19 TENCATE MIRAFI FW-002 WOVEN(OR EQUAL) LLLLLLLLLLLLLLLLLLLLLLL mQk 2]]5EDQ �TANK INVERT 121.]S -- -- -- --� 12725 09I22I2023 STEEL BANG 092212023 'F-' F� ^""^ STAINLESS5TEE BAND INVERT OF STONE BASE IS) 12].25 6"STONE BASE 099WA� 23-089WA� .STONE PERIMETER WIDTH 20 GEOTEXTILE BOOT FRONTVIEW MIN OF GEOTEXTILE BOOT SIDE VIEW OF GEOTEXTLE BOOT .... SEE SHEETS 3-6 FOR DETAILS AND ADDITIONAL INFORMATION R-TANKH°TANK WRAP BEXCAVATION ENVELOPE DETAIL 2 of 6 R-TANKHD TYPICAL TANK INLET/OUTLET W/GEOTEXTILE PIPE BOOT DETAIL 3 of 6 NITS NTS R-Tank Phase 1 Layout 1 R-Tank Phase 1 System Details U2 7 N L N NOTES: DUMP TRUCKS AND PANS SHALL 1. FOLLOWING PLACEMENT OF SIDE BACKFILL,A UNIFORM 12-LIFT OF THE FREELY DRAIN ING MATERIAL(SPEC NOT OPERATE OVER THE SECTION 2.0382)SHALL BE PLACED OVER THE R-TANK AND LIGHTLY COMPACTED USING A WALK-BEHIND SYSTEM EXCAVATION AREA TRENCH ROLLER.ALTERNATELY,A ROLLER(MAXIMUM GROSS VEHICLE WEIGHT OF 6 TONS)MAY BE USED. TOTAL COVER:20'MINIMUM AND 86"MAXIMUM.FIRST 12-MUST BE NOTES: /�'y BACKFILL MATERIAL UNLOADED OUTSIDE ROLLER MUST REMAIN IN STATIC MODE UNTIL A MINIMUM OF 24`OF COVER HAS BEEN PLACED OVER THE REED BACKFILL(SPEC SECTION 2.03B).STONE 115.OR SOIL FOR COMPLETE MODULE DATA,SEE APPROPRIATE R-TANKH°MODULE SHEET. �1�! su OF THE SYSTEM EXCAVATION AREA MODULES.SHEEP FOOT ROLLERS SHOULD NOT BE USED.SPEC SECTION 3.05 A5 2 �I(USCB CLASS GW,GP.SW OR SP).ADDITIONAL FILL MAN'BE 2. INSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF HL-93 LOADING PER THE AASHTO LRFD 44 2. ONLY LOW PRESBURETIRE OR TRACK VEHICLES(LESS THAN]PSI AND OPERATING WEIGHT OF LESS THAN STRUCTURAL FILL SECTION 2.03C):STONE OR SOIL BRIDGE DESIGN BPECIFICATIONB.CUSTOMARY U.B.UNITS,]TH EDITION,2014 WITH 2O15 AND 2016 64p REF. au 20,000 LBS)SHALL BE OPERATED OVER THE R-TANK SYSTEM DURING CONSTRUCTION.SPEC SECTION 3.05 AS ° O CLASSSM,SP,SW,GM GPORGW)WITH MAX CLAY CONTENT<10% ie ® ® 3. DUMP TRUCKS AND PANS SHALL NOT BE OPERATED WITHIN THE R-TANK SYSTEM AT ANY TIME.WHERE INTERIM REVISIONS. - -- NECESSARY,THE HEAVY EQUIPMENT SHOULD UNLOAD IN AN AREA ADJACENT TO THE R-TANK SYSTEM AND I, MAN25%PASS 2G N0200 SIEVE AND MAX PLASTICITY INDEX OF 4.A 3. PRE-TREATMENT STRUCTURES NOT SHOWN. q ps ^?�' THE MATERIAL SHOULD BE MOVED OVER THE SYSTEM WITH TRACKED EQUIPMENT.SPEC SECTION 3.05 AS COVER MUSTBE MANTANED BETWEEN BACKFLL 4. FOR INFILTRATION APPLICATIONS GEOTEXTILE ENVELOPING R-TANK SHALL BE ACE M20D(PER oN LLLL LLLLLLLLLLLL e$ EQUPMENT ANOTHE TOP OF THE RTANK^^SYSTEM AT ALLTMES. SPEC SECTION 2.02A)AND BASE SHALL BE 4"MN.UNCOMPACTED FREE DRANNG BACKFILL 20p �I 4, ENSURE THAT ALL UNRELATED CONSTRUCTION TRAFFIC IS KEPT AWAY FROM THE LIMITS OF EXCAVATION w TOTAL HEIGHT OF TOP BACKFILL SHOULD NOT EXCEED]'.CONTACT 2.W"SPACINGREE o _LLL R-TANK SYSTEM-LL UNTIL THE PROJECT IS COMPLETE AND FINAL SURFACE MATERIALS ARE IN PLACE,NO NON-INSTALLATION 3e (SPEC$ECTION 2-03A)TO PROVIDE BASE.SURFACE MUST BE SMOOTH,FREE OF LUMPS RELATED LOADING SHOULD BE ALLOWED OVER THE R-TANK SYSTEM UNTIL THE FINAL DESIGN SECTION HAS ACFWESTIFMO POOL IETHAN]'TLESS THAN TO OFT OP PACKFIULISVEMENT. OR DEBRIS.AND EXTEND2 BEYONDRTANKX°FOOTPRINT LLLLLLLLLLLLLLLLL BEEN CONSTRUCTED(INCLUDING PAVEMENT).SPEC SECTION 3.GSB REQUIRED(FROM TOP OF TANK TO TOP OF PAVEMENT). p 00 5. SEER-TANK INSTALLATION GUIDE OR CONTACT YOUR LOCAL ACF WEST REPRESENTATIVE FOR ADDITIONAL a GEOGRID(NAUESECUGRID30I30)PIACED I2'ABOVETHE R-TANKX° fP�® S.Op oo N�l000000000D000 o INFORMATION. W SYSTEM.OVERLAPADJACENTPANELSBYIB`MIN.GEOGRID W L SHOULD EXTEND 3'BEYOND THE EXCAVATION FOOTPRINT. °°Oa°a°o°o°o°o°o o°o°°o° 1 W DUMP TRUCK DETAIL SEE NOTE 3 UTILITY MARKERS FINISHED 36(0.91 m)MIN. COVER FROM FINISH �" w§ ( ) h� s _ AT CORNERS(TYP.) SURFACE 00.aF TYP. B SMOOTH DRUM ROLLER I� �I GRADE TO TOP OF TANK: /n 24"(0 61 m) AC(To m)MIN. °0 0 0 0 0 0 0 0 0 o W W k[ VIBRATORY MODE 84"1213 m1 MAX. °°°°••°°°°°°•••°°°°°° Oy IS TON MAX,SEE NOTE I) �fiu L,°.00 ddao888°ao'dao8888 0. 8T $ 200•T°,°°°°°'°° °°e°°a°.°° W W $ LOW GROUND PRESSUREDOZER V> o$ O III L LLLLLLLLLLLLLLLLLLLLLLL = OPTIONAL § (10TONMAX,SEE NOTED) m III LLLLLLLLLLI- .LLLLLLLLLL �-�m--m fi-� . �' RUM ROLLER p o LLLLLLLLLLLLLLLLLLLLLLLL OVERFLOW 00.38'TVP. r oIS I SMOOTHD o _X / LLLLLLLLLLI LLLLLLLLLL -III PIPE ��.tt.P Z STATIC MODE IT RTANK : II = W 111- o" (e TON MAX,SEE NOTE 1) �U 3 INLET PIPE JJ Qrm � LLLLLLLLLL LYSTEM LLLLLLLLLL 19p SPACINGREF. :� oa �L LE�L-L�Lf1 rn 31 IIII IIJII IIIII 'LLLLLLLLLLLLLLLLLLLLLLLL -II III IIII-II�III-II J LLLLLLLLLLLLLLLLLLLLLLL o E., > I�� off-off III OUTLET 00.30"ttP. -I IJL LT II IIIrrIII III- J- PIPE �U' pW O Q 1 1 1 6'(0.15 m)MIN. _ -III= 1 1 1 _L -mm m o c_ rLlll II r 111 O III-- Yrm Y'T IIIT7I YT7I IIII YnTLIIT7I IIIm7ILII�T „�TLIInTi TmIIIn7I i�7Im„7I 1U"P. O W O w GEOGRID /1 2(SEEN.TEE) REINFORCEMENT LAVER b K O LL R-ODULE UNITS ° ° (SEE NOTE I) O BASE 3"MIN.FREE OMPDRAINING BACKFILL(SPEC (NAVE SECUGRI030130) U Q LOAD RATING:33.4 PSI(MODULE ONLY) d W >> SECT ON 2DENSI DENSITY IS REQED TO UIRED TO ROVIDEATANDARD SIDE PILL(S ECBEC ON FREE DRAINING SIZE A B NOTE: H PASS SURFACE ACE MUST REQUIRED TO PROVIDE DeF LU LEVEL 0 SOIILL(SPEC SECTIOW GP,S STONERSP).S" �INMA PLUS UNITS �� Z F ¢ 28 3315" ENDED TO BE III III Z¢a O SUBGRAOEIEXCAVATION LINE:COMPACT BASESURFACE.MUST BE SMOOTH,FREEOF PUMPS OR SOIL(USCSCLASSGW GP SW ORSP). 23"x24' 23 C PER SPEC SECTION 3.02 D A BEARING ORDEBRIS,AND EXTEND2'BEVOND R-TANKH MUST BE FREE FROM LUMPS DEBRIS AND 28"x30" ALL CATCH IT MIN COVER ACHEVED PROR TO NSTALLNG R-TANKXO BE ACHIEVED PR ORING CAPACITY OF 2,X0 PSF MUST OTHER SHARP OBJECTS.SPREAD EVENITY TO INSTALL NG RTANKH°.NATIVE PREVENT R-TANKXO MOVEMENT COMPACTTO 34"x36" 34" 38.69" RV O7 W Z UPSTREAM - (SEE NOTES182) Z SOILS MAY BEACCEPTABLE IFDETERMINED TOBE SIDE BACKFILL WITH POWERED MECHANICAL i0is^T0L[4ant[ou OeVFnsons NK SYSTEM. ¢� Q - III III O- STABLEBVOWNER'SENSWEER. COMPACTOR IN I2 LIFTS(PER SPEC SECTION H- Wo Q 3.USA21. W Z¢a -III LLLIII III- Z R-TANKHD A HS-20 LOADS-SECTION VIEW TRASHGUARD PLUS PRETREATMENT DETAIL 2'g Z L-L L L-L-L-L-L-L-L-L-L-L-L-L-L-L L L L L-L-L-L-L-L-L- Z Z W�ZO IIII III IIII IIII (.)o W O O F L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L-L- I O a¢o DATE 9/25/23 F 1.NOTESH 3 PORT IS USED TO PUMP WATER INTO THE SYSTEM AND 12"DIA.PVC REINFORCED CONCRETE N Z J(� IIII L-L-L-L-L-L-L-L-L-L-L-`R-TANKSYSTEM-``````````` Y ~ RESUSPENG ACCUMULATED SEDIMENT SO THAT IT MAY BE MAINTENANCE PORT COLLAR(WHERE REQUIRED), O'f N III Z CI rn DRAWN DJD/AJJ PUMPEDOUT. MIN 1'CLEARANCE FROM PVC NON-CORROSIVE z D_Q W ..III 2. MINIMUM REQUIRED MAINTENANCE INCLUDES A QUARTERLY 16.25"FRAME HOSE CIAMH Z 0LLLLLLLLLLLLLLLLLLLLL Uf/J CHECKED JAJ INSPECTION DURING THE FIRST YEAR OF OPERATIONANDA ANDCOVER FINISHED Q Y W - -- 24•MIN -III -N YEARLVINSPECTION-TANK"' FLUSH AS NEEDED. �� SURFACE (AS GEOT Y 0 PERIMETER III Y 3. R-TANI(H°,INSPECTION THEE NAND RTANK%°MAY BEUSED IN (AS SPECIFIED) d'O y L� LLLLLLLLLLLLLLLLLLLLLLL IIII Z REVISIONS: TRAFFIC APPLICATIONS. - ¢ BACKFILL COMPACTED T095% PERMIT SET 9/25/23 4. REQUIREMICLOADING DETAIL FOR MINIMUM BMAXIMUM COVER * N -III- -III III III III -III III III III III III III III III III III III III III III III III II I REQUIREMENTS. BACKFIRDPROCTORDTO 95% 5. IF MAINTENANCE PORT IS LOCATED IN A NON-TRAFFIC AREA,A _ 1 (VENTING 95%CD 10/09/23 PLASTIC CAP CAN BE USED IN LIEU OF A FRAME AND COVER WITH R-TANKHD MODULE PERFORATIONS CONCRETE COLLAR. IJ FOR RACTUAL HEIGHT LLL •° - RTANK"°OR R-TANKS°UNITS -I SUBG PACE I EXCAVATION LINE COMPACT PER FORACTUAL HEIGHT)��LLLL r11.5` L T SPEC 09I22I2023 BID SET 1D/2D/23 L RTANK H0 .L SYSTEM HD'.LOAD RATING:42.9 PSI(MODULE ONLY) SECTION ACHIEVED PRIOR TO -TAN �23-098WAu L LLLL SD.LOAD RATING:42.9 PSI(MODULE ONLY) MUSoR RT BE TnrvK°�IEVED PRIOR TO INSTALLING R-TANKH° CONSTRUCTION EQUIPMENT COVER DETAIL-VEHICULAR TRAFFIC """ -LLLL 2D' 5 of 6 =.LLLLLL L � 6-NOTCHES CUT IN SHADED 09I22f2023 AREAS(B OPENINGS TOTAL) [� NON-CORROSIVE SOLID PLATE NOTCHBOTTOMOFPIPE PE NOTCHING PATTERN �23-099WA� STORM P PI LASTIC,SLATE OR EQUIVALENT (SEE PATTERN) "^ R-TANKHD TYPICAL MAINTENANCE PORT 4 of 6 ON Y OFDRAWING ING REVIEW DRAINAGE CONSTRUCTION DRAWING REVIEW APPROVAL DETAILS THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET NITSNTS er BY: C4. 12 over Development Services Manag� R-Tank Phase 1 System Details R-Tank Phase 1 Construction Equipment C DATE: THIS APPROVAL VALID FOR 18 MONTHS R-TANK SPECIFICATION III I N.11. 1.1 E.N1 -IN- 1-w�-1--11.1, .1. nnpa,ar�•, dn,.,m�rz,�,ered,m.nk.,nx . In "I.._ 3 fora �LL 1430 NE 65th Street W gm 1, A—,I.-, 1`3 Qu =Pep� tS:e2a0t6tl-e,WA-1 79382 322115 pp- I a fore land 2 Ford Landscape Architects m. X.I. if -XIII.I•w re PP I I 1„1be,n,Te�==tunZI gu b',M Z V-'!-7Z T,=dt"I a 2',YSTO E U) 2d P ULI. aI - PERIMETER A,-J c V Air Lu. I=daolnA�pp�o���o.,�=,�lmr�=�m� n=��a��.u� - - - - - - - - - - - - - - -F _P_ I OS DELNE"'STO AG AMD HAND- I NIITAL�P.N 0,1�P%T�PN INLET PIPE w TM E o d., d-1, 11 1 1.1, ...... P.pP=Mu%2 8-INLET PIPE 8 CONNECTION CONNECTION =t%7 E I-- . rw I. pr:_ ",t,�:P=� I d 43667 Z 4t=.=1�6`pMr t - - - -7R.T d 1.06T CONEE=CE -I d-n en-I-P-r T. �INIUETFIPE I U CONNECTION o. ih R X-11..1 1 1- PROJECTOONDT IT MAINTENANCE 7PO-T R-N oadn,oh��l�rnnn.=��=lTo.n=�o:�lh,�mple�l��nl��m N e PROJECT MANAGEMENT: HIFYP OF 2,LOCATIONS T� SINGLE ROCK PROJECT MANAGEMENT dI, bX I.,jb,1Z1 Tth,8�1 I-OF 138) PIf E VERIFIED BY ENGINEER) (425)572-6878 y YLANDSCAPE ARCHITECTURE: Of If FORA LANDSCAPE ARCHITECTS PART2 ZODU a- p- (206)322-1732 2 0,a TAN.HN_ ARCHITECTURE: p.- Erm 11-d..duI,e,Id 1,,hl,r-h p.j-) �A� IT S___ 0 0 SO < DYKEMAN ARCHITECTS e. R T 11 X.-1 1. h=�UNMT. = (425),259-31161 3 3OL CIVIL < 2 1.. b. N.nno.r D-I,u,il...Ir--n- f r I z. U- Z z JACOBSON CONSULTING ENGINEERS 0 002 (206)426.2600 1. 111111,111*1 Ih,_1,I 111,111,111-P T.11 U.0 L)_ ELECTR CAUPLUMBING (D z a io. 19 z METRIX ENGINEERING ED z, p NOTE STORAGE VOLUME FROM ELEVATION 125.50 TO 12- 1,013 CE S(425)336-822 STRUCTURAL: SCALE W 0 Of 0 E. - Z < DE<U.1 SEATTLE STRUCTURAL PS INC. 1-IX. 4111111, < 0 (206)343-3000 h� -UT SCALE V�1 IT >1 212 A =T,211--- I qu- 1-111-1.1 -.1, U, W w Ne !z e-MODULE TYPE S FINISHED MAX.ld- Y 0 w TRAFFIC LOAD SURFACE MIN.129.11 0 XPI. ne -14 n.u. 1. 11 1..ft N IXI -TIMI=II 11 GEOGRID(NAUE SECLIGRID-0)PLACED 1�ABOVE THE ,=d U) #OFSINGUE R,TANe'SYSTEM.OVERLAP ADJACENT PANELS BY lff�MIN. DO ...... -------T7W IF -BEYOND THE- 0' e. -1 SYSTEM STORAGE 1151 DIF GEOGRID SHOULD EXTEND 3 FOOTPRINT. 12744 RTANN STORAGE VOLUME CE LLLLLLLLLLL_LL P. I-I 1-s. LLLLLLLLLLLLL _N, I., STONE STORAGE VOLUME 140%VOID RATIO) see- I-NiOn UNITS WRAPPED WITH -LLLLLLLLLL Il if I LLLLLLLLLL TANK NAHE SECLGRID SIXSO GEOGRID TENCAJE MIRPEI-WOVEN(OR EQUAL) LLLLLLLLLLR _LL LLLLLLI::, Y�L;L T�M LLLLLLLLL --LLLL IL-1 OF COVER STONE EU-(11) 126.46LLLLLLLLLLLLLLLLLL LLLLL. T EXCAVATION WRAPPED LLLLLLLLL TOP OF R-TANK ELEV. TE.-.,TEoo d 50 IL IL ILL ILL IL IL E. All,ll�l,,T,..10.-I,.=.-�l...,�l�-���-m�llI ."'O's TANK INVERT N1272023 ...... 23-099WA INVERT OF STONE BASE(T) a'STONE BASE 14 11111,hlllll..nl-�l�l�.���.�.-���..n- III IIX t.I..I nave n me ry MIN.STONE PERIMETER WIDTH 2.0 IT 6 of 6 Sit SHEETS3 6 FOR DETAILS AND ADDITIONAL INFORMATION R-TANIOD TANK WRAP&EXCAVATION ENVELOPE DETAIL 2 of 6 NTS NTS R-Tank Phase 1 Specification I It_Phase2�Lay.02 Z 04 R-Tank CC) TOTAL COVER-MINIMUM AND 84"MAXIMUM FIRST 12-MUST BE- NOTES FREE DRAINING BACKTILL(SPEC SECTION 03B)STONE<1.70R SOIL 1. FOR COMPLETE MODULE DATA SEE APPROPRIATE FI MODULE SHEET FILL(SPEC SECTION 2 OCGL STONE OR SOIL(USCS BRIDGE DESIGN SPECIFICATIONS,CUSTOMARY U.S.UNITS TTN EDITION,014 WITH 2r15 AND 2016 STRUCTURAL S GW,GP,SW OR SP).ADDITIONAL FILL MAY BE 2. INSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF HL-93 LOADING PER THE AAsHT0 URFO CLASS SM SP,SW,GM,GP OR GI WITH MAX CLAY CQNTENT,l 0I INTERIM REVISIONS. w E MAX 25Y,PASS NG NO 200 SIFVF AND MAX PLASTICITY INDEX OF 4 A 3 PRETREATMENT STRUCTURES NOT SHOWN, A MIN 12"COVER MUST BE MAINTAINED BETWEEN SACKFILL 4, FOR INFILTRATION APPLICATIONS.GEOTEXTILE ENVELOPING FTANK SHALL BE ACE M200(PER E T AND THE TOP OF THE`SYSTEM AT ALL TIMES. 4-MIN.UNCOMPACTED FREE DRAINING SACKFILL 8PAD SEE ow EQUIPMENT SPEC SECTION 2-)AND BASE SHALL BE 4 2117 TOTAL HEIGHT OF TOP BACKFILL SHOULD NOT EXCEED]'.CONTACT (SPEC SECTION-A)TO PROVIDE A LEVEL BASE.SURFACE MUST BE SMOOTH FREE OF LUMPS T - IS 0 EST I F MORE OR DEBRIS,AND EXTEND 2-BEYOND F-TANe'FOOTPRINT. M TOP OF TANK TO TOP OF PAVEMENT) ACF W RETTHAN 7'OR LESS THAN 20Y OF TOP BACKIFILL IS 0 -5, FINISHED REQUIRED FRO Uc SURFACE GE11FI (NAUE SEI GRID 30130)PLACED 12'ABOVE THE FI 9 S� MAX.ALLOW.FINAL G SYSTEM.CVERITAPADJACENTPANELS BY IT MIN GEOGRID fl R-TAINIOD QUANTITIES SHOULD EXTEND 3-BEYOND THE EACANAHON FOOTPRINT a- MIN.ALLOW.FINAL G29.11 UTILITY MARKERS INISHED P . R-TANK"MODULE TYPE SINGLE ATC.RNERS TYR� SFHRFACE IN =D-E TFND_.HDN Fj`T`A as 7T #OF SINGLE FETANINS IS. (0.61 n) 20.(Sal r)MIN. M. E r-7-1 TOTAL SYSTEM STORAGE 1 151 OF 8 Ld U M, ................... 1 8 -T �ECGFU.ELEV=12S.. NKSTO.GE VOLUME 582 CIF z STONE STORAGE VOLUME(40%VOID RATIO) 588 CF D'(R�S r) 2UT ULI STONE BED FOOTPRINT SIP Z ENOTOP OFTA.K=127.. STONE QUANTITY as cy LLLLLLLLLL OPTIONAL T EMEAFIF-02-N KW- 1,185 BE H 32 BY) IT, LLLLLLLLLL LLLLLLLELLLLLLLLLLLLLLL OVERFLOW w L LLLLLLLLLLI LLLL44LL I R�TANK L (5)SMALL PLATES VNAFI02 WOVEN EXCAVATION WRAP F SYSTEM LL PIPE 00 38. E__28 15,___, DATE I LL TEN 1 11(11U-1) LLLLLLLLLLLLLLL NCREF ar- NAUE SECUGFUD X/30 GEOGRID 1 3S)SIP 047 BY) Qw 10- IT MAINTENANCE PORTS 2 1 m I I _UNIE�M-Ell� LLL�,Lt UI LU ILL TRASH GUARD PLUS UNITS(RECOMMENDED) t0--wi OUTLET IF STONE BASE IN-2- S'PIPE 3 LLLLLLLLLLLLLLLLLLLLLLI 0 TONAL 3 1 11 E PIPE NOTE STONE QUANTITY INCLUDES IT OF COVER AND ac OF BASE. a. IEI[I NOTE GEOTEXTILE I LINER QUANTITIES INCLUDE A 15%WASTE FACTOR. (ElaT)MIN, > NOTE STORAGE VOLUME FROM ELEVATION 125,50 TO 127.94 1,013 DF w NN"UNITS uj (MODULE ONLY) BASE 3'MIN,FREE DFAINING SACKELL(SPEC No LOAD RATING:33.4 PE,RI SECTION 2.03B)COMPACTED TO 95%STANDARD SIDE BACKFILL 24'MIN.OF FREE DRAINING SIN A e PROC DR DENSITY IS REQUIRE TO PROVIDE A LEVEL BACKELL(SPEC SECTION 2.03B):BrONE�l 5 51" TRASHGUARO PLUS UNITS 0 MODULE DATA EUBGRADE/EXCAVATION UNE:COMPACT BASE SURFACE MUST BE SMOOTH,FREE OF LUMPS OR SOIL(USES CLASS DW,GP.SW OR SP). 23" 24" 23 26. qRE RECOMMENDED TO BE PER SPEC S CTION 3.02 C.A BEARING OR DEBRI$,AND EXTEND 2'BEYOND F-TAINK" MUST BE FREE FROM LUMPS, RISAI. INSTALLED IN ALL CATCH O 0- GEOMETRY: LOAD RATING: OF 2,000 PSF MUST BE ED FOOTPRINT.A BEARINGCAPACITY OF F.0 OTHER SHARP OBJECTS.SPREA'e-NI TO 2.'.30" SI �:.,s- BASINS DIRECTLY LE GTH=28.151N.(715MM) PSI,(MODULE 01 ACHIEVED CAPACITY TO INSTALLING Fi BE ACHIEVED PRIOR TO INSTALLING R-ITZ`�e"S.NATST R-eD CVEME < IVE PREVENT NIT COMPACT 34".se- 34 O_ U, WIDTH=15.75 IN.MXI MM) HS20-SEE SPEC FOR SOILS MAY BE ACCEPTABLE IF DETERMINED TO BE 8 DE SkCKFIUL WITH POWERED ECHANICAL Q) CONNECTED UPSTREAM HEIGHT-17.32 IN.(4K MM) COVER REQUIREMENTS STABLE BY OWNERS ENUNEER. C MPACTOR IN IT LIFTS(PER SPEC SECTIONOF THE R-TANK -� -< T KVOL M-4.440F MATERIAL: 3 05 A2T w STORAGE a 0 VOLUME DIF 100%RECYCLED POLYPROPYLENE E VOID INTERNAL VOLUME III SMALL PLATES REQUIRED: Y I&HS-20 LOADS-SECTION VIEW TRASHGUARD PLUS PRETREATMENT DETAIL ,M < c'I 2 VOID SURFACE AREA,90% esiDGMENT,sODUUE Z LD 0 0 CO u) cO U, SINGLE R_TAN NOTES IOD SINGLE R_TANWID z-ELEVATION -MODULE DETAIL 1. THIS PORT IS USED TO PUMP WATER INTO THE SYSTEM AND 12"DIA.PVC REINFORCED CONCRETE _J GEOTEXTSE FABRIC w <x R MAINTENANCE PORT COL R(WHERE REQUIRED), 0 x CUT AN N THE FABRIC ENVELOPE THAT IS SLIGHTLY F F-SUSPEND ACCUMULATED SEDIMENT$0 THAT IT MAYBE o-<UJI DATE ❑ U.P DOUT MIN.1-CLEARANCE FROM NON-CORROSIVE LARGER THAN THE PIPE.PULL THE FABRIC FLAPS AROUND OVER ZZ 2, MINIMUM REQUIRED MAINTENANCE INCLUDES A QUARTERLY 15.e FRAME a 9/25/23 THE PIPE,AND SEAL WHT1 A STAINLESS STEEL BAND. NOTE PIPE U T BUTT DIRECTLY LEI 2 0 0 INSPECTION DURING THE FIRST YEAR OF OP:RATI NANDA AND COVER FINISHED HOSE Cl-AME > S . ULI GEOTEXTILE _11-- PIPE EFFLUENT 0 YEARLY.INSPECTION THEREAFTER.FLUSH A NEEDED. SURFACE GEOTEXTILE Ne DRAWN DJD/AJJ FABRIC SHALL N T STHROUGH C) 3. R TANe,R-TANI R-TAN10-AND RTANI MAY BE USED IN (AS SPECIFIED) 0 2 LETIOUTLET N F NA A P VE E R T I REINFORCED N LEA S FOR R E E CONCRETE E RED JFN'H FINISHED 1E FROM REA E KJIN�PIPE P PEP I z(9 JAJ OVER FABRIC ENVELOPE TRAFFIC APPLICATIONS. N. F SEE BACKELL OMFVCTEDT 81% U) CHECKED C R 4. OT AFFIC LOADING DETAIL FOR MINIMUM S MAXIMUM COVER CPFO= DENSITY L CUT IN THE 0 O� REQUIREMENTS. STANDARD To STAINILESS STEEL BAND TIED z OL<U-1 5. IF MAINTENANCE PORT IS LOCATED IN A NON-TRAFFIC AREA,A I VENTING REVISIONS: AL PNK TO FASTEN FABRIC TO PIPES 0 PLASTIC CAP CAN BE USED IN LIEU OF A FRAME AND COVER WITH R-TANe'MODULE L L PERFORATIONS INTERFACE CONCRETE COLIEAR. 11 ITID. N TO PREVENT SACKFILL FROM (SEE MODULE DETATIL) LL L PERMff SET 91 L�LL `OT`To T ENTERINGST UCTURE FOR ACTUAL HEIG'A a T E-1-1-Na.-T 0 U) i ENDVIEWOFFIPEJFABRICCQNNE I .-ER-H-E SIDE VIEW OF PIPIEFABRIC CONNE TI N LL R-TANK 95%CD 10/09/23 L SYSTEM DO LLLLL LEOaDLL LL LL L INLET/OUTLET PIPE _ OVER-TANK L L L L 8-NOTCHES CUT IN SHADED BID SET 10/20/23 L PIPE 120LSV NON WOVEN TC FLAT a 0.0 E NOTCH OTT. FPIPE PPEJ AIREAS(S OPENINGS TOTAL) -22;02S FABRIC COLITAR TO FIT OUTSIDE GEOTEXhNUE FABRIC TLLLL LLLL LL -LLLL 'IN NON-CORROSIVE SOLID PLATE NOTCHEOTPO OFPIPE PIPE NOTCHING PATTERN �^ GEOTEXTILE,TRIMAS IIPLASTIC,SLATE OR EQUIVALENT (SEE PATTERN) R-TANKFD TYPICAL MAINTENANCE PORT 4 6 BTEE� DSSII STORM STAINLESS sTUE CITY OF ARLINGTON DRAINAGE cEOTExr LE Boor FRONT VIEW CF CECTF.TITE BOOT s1oE VIEwoF CEorExnLE Boor CONSTRUCTION DRAWING REVIEW APPROVAL R-TANK"TYPICAL TANK INLET/OUTLET W!GEOTEXTILE PIPE BOOT DETAIL 3 of 6 DETAILS THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY:Development Services Manager C4. 13 NTS NITS 4 R-Tank Phase 2 System Details R-Tank Phase 2 System Details DATE: THIS APPROVAL VALID FOR 18 MONTHS NO ES At >� R—TANK SPECIFICATION ip� uMPTRUCKSANDPANSSHALL 1. FOLLOWING PLACEMENT OF SIDE BACKFILL A UNIFORM 12-LIFT OF THE FREELY DRAINING MATERIAL(SPEC PP NOT OPERATE OVER THE SECTION 2.03 B2)SHALL BE PLACED OVER THE R-TANK AND LIGHTLY COMPACTED USINGAWALKBEHIND 2� w uu wmwr.I°«aI m<on<up°aonmama-ranx,rmmm°nm°°�mrrwre°ungeum<w°°. D SYSTEM EXCAVATION AREA TRENCH ROLLER.ALTERNATELY A ROLLER(MAXIMUM GROSS VEHICLE WEIGHT OF 6 TONS)MAY BE USED. 3LL A. o .,.m°.a ve°°mpwamlpmwe°ream.mmaa<awoemw rem.°spvmma..mar. 3: BACKFILL MATERIAL UNLOADED OUTSIDE ROLLER MUST REMAIN IN STATIC MODE UNTIL A MINIMUM OF 24'OF COVER HAS BEEN PLACED OVER THE rcW rsa OF THE SYSTEM EXCAVATION AREA MODULES.SHEEP FOOT ROLLERS SHOULD NOT BE USED.SPEC SECTION 3.05 A5 ° n, p M�Kw eLp.�sa„mwg<wvnmaa aiy°vn rewim.im<eore<aa<.a<Iw°°°m<mayieB.. mpiwia< w.re<.g mrp�°i<naesig° n nss<dy° w.l.aanaimp.rtwm.e l°<opm<°rewmm.x 1m<mb<uo°w<°..I,s.wlo°z. 2. ONLYLOW PRESSURE TIRE OR TRACK VEHICLES(LESS THAN PSI AND OPERATING WEIGHT OF LESS THAN °N ery xan lamTek aWe.ewu«w.E•«xsn°av? n�wsrmnvmmmeormenervosrm rega.ememc mg M maa oq 20.000 LBS)SHALL BE OPERATED OVER THE R-TANK SYSTEM DURING CONSTRUCTION.SPEC SECTION 3.05 AS e_ - m°ter�m a-m•xlamal ml°me°me°m mawmg nl m°maul.,g°a°ml.a,yegeea,Imur°m w si°°I<°,�rzr<npm°arm°°a-r°°x fora p .m a°° p. ® ® ® 3. DU MP TRUCKS AND PANS SHALL NOT BE OPERATED WIT IN THE R-TANKSYETEMATANYTIME.WHERE S� °me aam mm<imx 8� -- — - — NECESSARY,THE HEAVY EQUIPMENT SHOULD UNLOAD IN AN AREA ADJACENT TO THE R-TANK SYSTEM AND °. m°wwrn°x mn«rim.wa°°mmfmmr°,uue°°am mmm°°ma e,aabrmm<mmy°m.°da<earw. - 143UNE65th SITBPI THE MATERIAL SHOULD BE MOVED OVER THE SYSTEM WITH TRACKED EQUIPMENT.SPEC SECTION 3.05 A5 mnmmag<rmmoumrowmma°°,rem°ev«mdu.N pwi<mrwnn n.ae <°°:eimu°°mp<m°m°°,e<mree<:,°.mm: Seattle,WA 98115 LLL 4 ENSURE THAT AL UNRELATED CONSTRUCTION TRAFFIC IS KEPT AWAY FROM THE LIMITS OF EXCAVATION sera Y:296-322-1732 R TANK SYSTEM LL UNIT LTHEPROJECTS COMPLETE AND FINAL SURFACE MATERIALS ARE PLACE.NO NONNSTALIATION 1 41 LLLLL RELATED LOAONG SHOULD BE ALLOWED OVER THE RTANK SYSTEM UNTIL THE DESGN SECTION w°za fore land is re v r a a r BEEN CONSTRUCTED(INCLUDING PAVEMENT).SPEC SECTION 3A6B - repm.<m<mm<ye<wa.ree,m.ma°ammir<mpa,.m°tia.pmne<a«.mo-.- - <wam. mm°re.m<°vc m<am<m,°<m<r<Qaim e«rt°a®ceaNmm<wr<°x.wepme<:nm•<.w°°°®:<re are<n°a®ceadar esa m<°z°°°p°we,p<r 6. SEER-TANK INSTALLATION GUIDE OR CONTACT YOUR LOCAL ACF WEST REPRESENTATIVE FOR ADDITIONALv<m°°°<v<immi<e°°yey.times°m<m.m,ammry.v°mdcertam<°re°°b°x r:p.m<me<rwp°wI<°em mn,wmmrpmw.aa <a°<rem°re<pm.em Ford Landscape Architects INFORMATION. Yg o. c«eauormaurere mawi<wwer.rq.ea..mmamumearum rwiwi n+wareaW amwr. rewae M,npe :°ree<.°rrt,re<a ree<a°amPm°r<w«m<.rearrelv<amrep<i in<ore<m<orervmirewnnwmreaav°m<ma<w°ry Yg DUMP TRUCK DETAIL(SEE NOTE 3) uO zm°m,mach.mlum°m,rea-ra°x,s•,°m°°m°°,aunamd,eeeree«cmlu«..°m m.m<,manem<mepraa«°aluma�a aw<pmeny,re°.,�°n<nam«r UU SMOOTVIBRAIH DRUM Mo ROLLER Wes wewm mammy.m.yeBaa.a.a<,wm°.amm,w,rere,.rem<mam,.waA„a<m«eapma�ym.�,°,n ww_ (6 TON MAX SEE NOTE I) 3 N °g v OV W., LOW GROUND PRESSURE DOZER > g c mwamne.zg,e. °pwmm pnwmda°padrN.awaw paamea dmax°awammpam m«�rm°°na«�m ma<<w°e wr<°x m< (10 TON MAX,SEE NOTE 2) m ,) SMOOTH DRUM ROLLER O A' m<.°.m maaamvm°u<de°°mmeA O N /✓Yqg/ STATIC MODE (6 TON MAX,SEE NOTE I) �O °; pavemmamamaaa«e nawrea.asp.m<re�r� comma vm aa°w,ar. o; 4366] O OA- x.am,°°�° ema ma°maa°mr p wmma re«aa«mm«.amm.e.an ream,m.saaadaoa,,.arer m...a...u««.re.d«.m. ° mm ma ana«°°re oar `rIONAL E�9/25/29 ° W❑ xa� mmmm ( « °ce aawgacea PROJEC MANAGEMENT:O ROCK PROJECT MANAGEMENT O N °. po°,d v m<a•mw,re, e m.,mmo°. m°rnav pnarmap.a,a°m,rearanx,s w.rwmlanalpawre.mm..°.v cow °e °e<w�«<mr,mm we p�p<.rm<uw®cee<.vvmv eree«.<°ree merm<°ems b°,.nemam N FORA LANDSCAPE 24'MIN COVER .EOGRID j y Y LANDSCAPE ARCHITECTURE: • e .° REINFORCEMENT LAVER K e - - emm re FORA LANDSCAPE ARCHITECTS — (SEE NOTE I) (NAUE SECUGRID 30I30) OU Q °ar vavrrem« g Q (208)322-1 732 > ARCHITECTURE: Z Q - gm(«.amm mrvcn P_) IS r Q DYKEMAN ARCHITECTS —- W Z¢2 e_ f-Z Q= (625)259-3181 12'MIN.COVER d 7 3 a a nnm:m.°m< a,re repu<m o.<r °m are m<w<ev ¢7 0- CIVIL: (SEE NOTES 1 S 2) Z m ba mpmmr0aearyune mr rn U 2 Z JACOBSON CONSULTING ENGINEERS I.. O 2 C O 1. eW nwlen urcmrwwlrp mdn ma aaeaare wla«m, LL O Z O (206)42&2600 ZO F W U ~ ELECTRICAUPLUMBING: U O Q m,° m<vmcem°°pmr•" oa<°a.wv,m.m.wMdmwm.m°memawm m.maa°<,w.mm.paum.m,a.m.°.m a m..mar« a O Q METRIX ENGINEERING F- Z ,°....,� ,d .,•. ..., .., ♦.rmwm amcrt aeaa.ba o re ao,ro Rraoxmoaerea. Z aN Z Z Tn O (RU TURAL:2 — s.r aamw.o ° reaaereseax.mnaa °come am.,re Rr.awa au reawream°.wmprmaxaa°ep«aaml a«eaa as m.Rr.ax Z-Ur II II II II II II II II II II II II II II II II II II II II II II II II II II II -Z-C7 -°N LLLLLLLLLLLLLLLLLLLLLLLLLLL ......-... o.... ...,. e..a. STRUCTURAL: H- wlavarm meai�w ays amamm.mamra aroaaremaw«.«b wau^•p dre �rn - °mere aeaaa pm.mwwn O� C O a w.n ..,re°,o,w,.. apwa e e Z U SEATTLE STRUCTURAL PS INC. — w <. m.acfw.m, .wN„<ema,m ad .� .,� D. w D- .A I�� a,z•°r°„cow°m reAora er,°°m.m°a smmz_gwa w.rm.ara°xd°mr�m.°°,z rere,. m<Ia.°e ¢a �, Q L—L—L—L—L—L—L—L—L—L—L—L_L—L—L—L—L—L—L—L—L—L—L—L—L—L—L— I ,❑ pp ss♦owaae u,<.w rem°saoTz ♦, ds .aw.d� a re<� ° ❑ (206)3433000 �> A, xmerrcs mae<a adw„<rn<,ema dm<aw<rm<mae sre<pmmmma,reae,m,De re<e. emm°m,alr,.yrere,e.as ,rem.°°me F Y II w w W _ L L L L L L L L L L L L -L L L L L L L L L L L �w n. .ngmmae ameamare«a..de. cram Haar w. e.sre awn a ma ,e mm�mr.°con a<w°«am<°remm °<. � _ R-TANK SYSTEM H Y F Y III �..... .- r ..mr _. r ,.mr a 0casr � e LL L L L L L wne°..mrmuuxnuwwsmm nugn ma ga°rermaa emrcw°ndmiwcareMnn,lan weWrelmO. ;maav� vapea,we LI-L-.L L L L L L L L L L L L L L L L L O N °°°' 'm aanmmam Raaare wrw rwaoz w.oawl 1 1 !p L L L L L L L L L L L L L L L L L L L L L L L L L L oU N e. mrem.c<owm<°d.vwre repa.<emrxr<°xuw°uu<mae,eam°im,repa.aemr°a�rcmm a.e.ppma°,. °m"'Imi.m°.vm<m.em.m.wr.°x .e<,rv°e.m<. arermg.vmmv<amrar«°.mp.<m.em. ar.°xmum aw N 24'MIN _ 2'� .PERIMETER Y aangwareidemeurmen s naemvr)«w(o cP,sw asPeauavinmry,re unmea s°axanvmnsysun)enellmum mwma Ive <n°°eb<w..e°r<.n<ar<m am m<n°<a® ,e«°re°<w a°aw m<m. °°v1°d°re°p.®. ia.°n<u,°°re — L L L I ������ '��I I I L L L z A .x m,m°m°m deem m°dna, rem°m e.brtrm. mm dmd .wre xa, w dm. m°coma a m g Po m maw mm re w marm.mm mreamam..«add�wfiw. m m mac<. a Agrm°.s,«,re, m° aw .wme°°° �a mrewre�emm d'•g ( urq eevl paarg H mqa e L ¢ ro — � m°,r aadweane,a a°x m°wrewmmm.mmwa,anow° mama. sedo..g,A.,remmxwe eoaa.orwm mmmambmwm.a r°r III .,art.amemmde,.m« Z. �.° rEBmLs a. <,<re b.._,mm°cop.e.ert,.°e.ay.n.pae:aa,re,<aaea,m..m.aw.d., ream°,p.vrtmm.apnmammaww.�r.r ° apm pN g 3'BASE MIN — e. M.°e,m<mrm<°,s°a.merer aro l�w<.p°sw°rwaammee byww udnea sw A ma°°ua°rerarep mmremrnwm°®. ,me�eeyae a° za uun,.s'n arA r11.11 baaxw per °im,areo,m<rz-r axisn i k eMemnenw cemaanee°n preeeaevureyenms.Ery:°r a,naae /�'� bmwrev°r era a wm°re.°p e(nwnmpdm°auemb°mmm 'v ye abv ema°mx�°rerlwrprapnemfy ayamms).nu'nunean« ubaprm °wne b EDQ 1 R-TANKN°OR R-TANK6°UNITS SUBGRAIE I EXCAVATION LINE:COMPACT PER SPEC 09Y22I2023 Nov°m°n<a-rnm,re.mw°„eme.° rwa«amw°a°,ve m<°mm.anp°.x.nv a na rearm 0&22f2023 li HD:OA TING:33.4 P51(MODULE ONLY) SECTION3.02D.ABEARINGCAPACITYOF2,000 PST -08Myq" <. °x<y.mm nwx rerv..ree. �23-000WA so:LOAD RATING:42s PSI(MODULE ONLY) MusTeEAgp ACHIEVED TOINSTALwc R-TANKH° CONSTRUCTION EQUIPMENT COVER DETAIL-VEHICULAR TRAFFIC °^^ ma m <mm,op<rrear<°e<mm.m,m mmernme °. w°,p<aa°<re <a<re<mb.a®<naaerep<,rem<e°<«am<°rewmm<ar.°x°p<m�a°°,p<rea°rtm<°<°<m<m OR R-TANK ♦. mm<m<mm acerear°n<°mm°m m°:core°°°<°<.e< erns m°sse< 5of6 6of6 � NTS NITS _ R-Tank Phase 2 Equipment Cover R-Tank Phase 2 Specification 2 7 N L00 N 5 CY) 5G Q G � O C UQ z Z O00 a- C6 w 2 E .o Oa 5 T G O Y O V J U) DATE 9/25/23 DRAWN DJD/AJJ CHECKED JAJ REVISIONS: PERMIT SET 9/25/23 95%CD 10/09/23 BID SET 10/20/23 NTS Not Used `F STORM CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL DRAINAGE THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE DETAILS CONDITIONS ON THE TITLE SHEET BY: C4. 14 Development Services Manager NITS ., Not Used `� DATE: THIS APPROVAL VALID FOR 18 MONTHS fora 1430NE65th Street Seattle,WA 98115 C 206-322-1732 ford land Fora Landscape Architects v A.J9c v Ga w,sytio Q"F o N 140 140 140 140 43667 ea F,S. c1eT�.R Gl `rIONAL$t, FINIS ED GRADE FINISHED GRADE 9/25/2� IORETENTION 2 BIORETENTIO #1 BIORETENTION#2 EX GRADE PROJECT MANAGEMENT: 135 135 135 EX GRADE ROCKPROJE135 (4225)572-6878 T MANAGEMENT LANDSCAPEARCHITECTURE: FORA LANDSCAPE ARCHITECTS _ --- ---- ---- ----- ———— ———— (206)322-1732 ———— ———————— ARCHITECTURE: DVKEMAN ARCHITECTS (425)25&3161 130 130 56 LF 8"SD @ 0.5% CIVIL: 21 LF 8" D 1.4% 13O O 13O JACOBSON CONSULTING ENGINEERS E T IX ENG NEERING NG ME : (425)M ENGINEER STRUCTURAL: SEATTLE STRUCTURAL PS INC. 125 125 125 125 (206)343-3000 7132.00 SO Al CB TYPE I IE 27.46 SD B CB TYPE I RIM 132.00 RIM 1 2.10 IE 129.15 8"(IN)S IE 12 .43 8"(OUT)S IE 129.15 8"(IN)N IE 129.15 8(0 T)E W/BEEHIVE GRATE IE 129.15 8"(OUT)E W/BEEHIVE GRATE SEE ETAIL TYP 120 120 120 � W RPPWIVF rpATP 120 a 0- 115 115 115 115 STO M A STORM B Scale:1"=5 V.1"=10'H Scale 1"=5'V.1" 10'H00 m N 5� CY) G >Q 5 G � O C UQ z Z O00 140 140 FINISHED GRAD BIORETENTION#1 EX GRADE W m 135 135 �e C O 27 LF 8"DI@0a. 33 LF 8"DI@0.5% .5% O ---------- G 130 130 0 Y Co J E SD W CB TYPE I RIM 133.70 125 IE 13 .90 8"(OUT)E SD B CB TYPE I 125 DATE 9/25/23 W/A[AGRATE F IM 133.67 DRAWN DJD/AJJ IE 131.74 8"(IN)W IE 131.748"(OUT)NE CHECKED JAJ W/ DA GRATE 120 120 PERMIT SET 9/25/23 95%CD 10/09/23 BID SET 10/20/23 115 115 STORM B2 Scale:1"=5'V.1"=10'H STORM CITY OF ARLINGTON PROFILES CONSTRUCTION DRAWING REVIEW APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: C4.20 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS fora 1430NE65th Street Seattle,WA 98115 C 206-322-1732 ford land Fora Landscape Architects 140 140 v�OV N�= FINISHED GRADE k 43667 O 135 135 �s'c1s eRY'Gl `rIONAL��9/25/2� 111 LF 8" SD @ 0.6% PROJECT MANAGEMENT: ROCK PROJECT MANAGEMENT 149 LF 8"SD @ 0.6% (425)572-6878 DO 130 LANOSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECTURE: DYKEMAN ARCHITECTS E%GRADE (625I 259-3191 CIVIL: 125 125 JACOBSON CONSULTING ENGINEERS (208)4262600 $D C4 CB TYPE I ELECTRICALIPLUMBING: SD C5 CB TYPE I RIM 131.51 METRIX ENGINEERING RIM 132.56 IE 129.188"(IN)W (425)M&822 IE 130.00 8"(OUT)E IE 129.18 8"(OUT)E STRUCTURAL: W/VANED GRATE SEATTLE STRUCTURAL PS INC. 120 SEE DETAIL$ W,VANED GRATE 120 (206)343-3000 a.i s N� or I..L 115 + 115 z ^^ STORM C I..L Scale 1"=5'V.1" 10'H m Z N N m 5 m G >Q 140 140 5 O GRADE 135 FINISHED GRADE 135 Q -J LLI __-_-- z Z_ DO 1 1 LF 8"SO @ 0.6% /18 LF 8" @ DO O SD @ 2.8% SD@0.5% 5LF 8"SD@0.5% 125 125 p SD C3 CB TYPE I INLET TO D TENTION SYSTEM � m RIM 130.46 RSO IM IE 127.46 I IE 1 E 128.57 8"(IN)W C1 1.TYPE I ' IE 128.57 "(OUT)N R -538 i � 120 W VANED GRATE ,-D.,"(IN)$ ` 120 0 IE 129.666"(IN)E O a IE 127.53 8"(OUT)N �:' W/ADA GRATE O) Y to O 115 + SO C2 STORMFILTER CB co E 115 -z IE 128.112 8"(IN)S STORM IE 127.628"(OUT)N SEE DETAIL Scale:1"=5'V.1"=10'H 6 DATE 9/25/23 DRAWN DJD/AJJ CHECKED JAJ REVISIONS: PERMIT SET 9/25/23 95%CD 10/09/23 BID SET 10/20/23 STORM CITY OF ARLINGTON PROFILES CONSTRUCTION DRAWING REVIEW APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: C4.21 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Call before you Dig.8-1-1 IERVICE(US55 A) fora UNDERGROUND In. 0 15 30 60 SERVICE(USA) SCALE 1"=30' 1430NE.Street GENERAL SEWER NOTES(SANRARV SEWER MAIN INSTALLATION) GENERAL WATER NOTES (WATER MAIN INSTALLATION) t:206-22-98115 732 t 206-322-1732 ford land 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF C 443 AND SHALL BE GROUTED FROM THE INSIDE.LIFT HOLES SHALL BE 16. A 6 FOOT SQUARE X 4-INCH THICK CONCRETE PAD SHALL BE INSTALLED 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF Fora Landscape architects MARYSVILLE STANDARDS AND THE MOST RECENT COPY OF THE STATE OF GROUTED FROM THE OUTSIDE AND INSIDE OF THE MANHOLE. AROUND ALL SSNI AND A 3 FOOT SQUARE X 4-INCH THICK CONCRETE PAD MARYSVILLE STANDARDS AND THE MOST CURRENT COPY OF THE WSDOT 8. ALL LINES SHALL BE DISINFECTED AND FLUSHED IN CONFORMANCE WITH WASHINGTON STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND SHALL BE INSTALLED AROUND ALL CLEANOUTS THAT ARE NOT IN A STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND MUNICIPAL WSDOT STANDARDS AND SPECIFICATIONS.ALL PIPE SHALL BE TESTED AT MUNICIPAL CONSTRUCTION(WSDOT). 10. SIDE SEWER SERVICES SHALL BE PVC,ASTM D 3034 SDR 35 WITH FLEXIBLE PAVEMENTAREA. CONSTRUCTION. 250 PSI.THE CONTRACTOR SHALL FURNISH ALLTEMPORARY PLUGS, GASKETED JOINTS.SIDE SEWER CONNECTIONS SHALL BE MADE BY A TAP TO TESTING DEVICES,ETC.THE CITY SHALL BE PRESENT FOR ALL TESTING.THE 2. CITY OF MARYSVILLE HORIZONTAL DATUM SHALL BE NAD 83,AND THE AN EXISTING MAIN OR A TEE FROM A NEW MAIN CONNECTED ABOVE THE 17. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY 2. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE CITY WILL TAKE PURITY TESTS,AND CONNECTION WILL BE AUTHORIZED 9 A"iq�+ VERTICAL DATUM SHALL BE NAVD 88,IN WASHINGTON STATE PLANE SPRINGLINE OFTHE PIPE. THE CITY ENGINEER.TEMPORARY STREET PATCHING SHALL BE PROVIDED BY START OF CONSTRUCTION. FOLLOWING PASSING OF THE TESTS.THE CONTRACTOR SHALL NOT OPERATE P of wa rhLMO COORDINATES(FEET),WASHINGTON NORTH ZONE 4601.A LIST OF PLACEMENT AND COMPACTION OF ATB OR CLASS B ASPHALT CONCRETE. ANY VALVE OR PART OF THE CITY WATER SYSTEM WITHOUT NOTIFICATION BENCHMARKS IS AVAILABLE THROUGH THE PUBLIC WORKS DEPARTMENT. 11. ALL SEWER MAINS SHALL BE FIELD STAKED FOR GRADES AND ALIGNMENT CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE OR HAVE AND SPECIFIC SUPERVISION OF THE CITY UTILITY SUPERINTENDENT.THE k: PRIOR TO CONSTRUCTION BY LICENSED ENGINEER OR SURVEYING FIRM LOCATED BY THE APPROPRIATE COMPANIES ALL UTILITIES PRIOR TO CONTRACTOR SHALL MAKE ALL CONNECTIONS TO THE SYSTEM REQUIRED 3. ALLAPPROVALS AND PERMITS REQUIRED BY THE CITY OF MARYSVILLE SHALL QUALIFIED TO PERFORM SUCH WORK.PRIOR TO CONSTRUCTING ANYSEWER, 18. EROSION CONTROL MEASURE SHALL BETAKEN BYTHE CONTRACTOR DURING BEGINNING CONSTRUCTION. AFTER MAKING ARRANGEMENTS WITH THE CITY IN ADVANCE.WORK AND aase7 fYy BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE LOT CORNERS SHALL BE STAKED AND SEWER LINE LOCATION CONSTRUCTION TO PREVENT INFILTRATION AND INFLOW INTO EXISTING AND PROCEDURES SHALL CONFORM TO APWA SEC.7-09.3(23) cDsatcis67 Gl ESTABLISHED BYSURVEY,COST OF WHICH SHALL BE BORNE BYTHE PROPOSED SANITARY SEWER FACILITIES. CALL UNDERGROUND LOCATE AT 1-800-553-4344 A MINIMUM OF 48 HOURS SIOiyAL E� 4. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY,THE DEVELOPER. PRIOR TO ANY EXCAVATIONS OR HIRE A PRIVATE LOCATING SERVICE FOR 9. INSTALLATION OF PIPE,FITTINGS AND VALVES,HYDRANTS,AND CONTRACTOR SHALL CONTACT THE CITY PUBLIC WORKS DEPARTMENT TO 19. PROVIDE TRAFFIC CONTROL PLAN(S)IN ACCORDANCE WITH THE MANUAL ON LOCATION OF UTILITIES ON PRIVATE PROPERTY. APPURTENANCES SHALL CONFORM TO WSDOT STANDARD SPECIFICATIONS. OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 12. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)AS REQUIRED. COVER SHALL BE 42 INCHES OVER THE TOP OF PIPE UNLESS OTHERWISE PROJECT MANAGEMENT: TRACER TAPE INSTALLED 12"TO 18"UNDER THE PROPOSED FINISHED 4. WATER PIPE SHALL BE DUCTILE IRON PIPE STANDARD THICKNESS CLASS 52 NOTED ON PLANS.IN THE EVENT GRADE REVISION FOLLOWING WATER MAIN ROCK PROJECT MANAGEMENT 5. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF SUBGRADE.THE MARKER SHALL BE PLASTIC NON-BIODEGRADABLE,METAL 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF CEMENT-LINED UNLESS OTHERWISE SPECIFIED AND SHALL CONFORM TO CONSTRUCTION RESULTS IN COVER OVER THE WATER MAIN OF LESS THAN 3 (425)572-6878 MARYSVILLE DEPARTMENT OF PUBLIC WORKS/COMMUNITY DEVELOPMENT CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. ANSI/AWWA C151/A21.51. FEET OR IN EXCESS OF 5 FEET,THE WATER MAIN SHALL BE RECONSTRUCTED LANDSCAPE ARCHITECTURE: DEPARTMENT PRIOR TO THE START OF CONSTRUCTION. STANDARD METAL DETECTOR. BY THE OWNER TO CONFORM TO THE SPECIFICATIONS OF THE CITY OF FORA(208)32 2-1732 PE L ARCHITECTS -1732 21. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY 5. GATE VALVES SHALL BE RESILIENT WEDGE,NRS(NON RISING STEM)WITH MARYSVILLE UNLESS DEPTH HAS BEEN PRE-APPROVED BY THE CITY.ALL ARCHITECTURE: 6. THE CITY OF MARYSVILLE COMMUNITY DEVELOPMENT DEPARTMENT SHALL 13. EACH SIDE SEWER LATERAL SHALL HAVE A 2"X 4"WOOD"MARKER"AT THE THE PROJECT ENGINEER AND THE CITY OF MARYSVILLE. O-RINGS SEALS.VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI ADDED COSTS OF INSPECTING SUCH WATER MAIN RECONSTRUCTION SHALL DYKEMAN ARCHITECTS BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP OR TERMINATION OF THE STUB.THE"MARKER"SHALL EXTEND FROM THE FLANGES.VALVES SHALL CONFORM TO AWWA 509-80.VALVES SHALL BE BE CHARGED TO THE DEVELOPER. ciw�s)259,3161 CONNECTION TO AN EXISTING SANITARY SEWER MAIN.THE INSPECTOR SHALL TRENCH TO ABOVE FINISHED GRADE.ABOVE THE GROUND SURFACE,IT 22. ALL LINES SHALL BE CLEANED AND PRESSURE TESTED PRIOR TO PAVING IN MUELLER,M&H,CLOW R/W OR WATEROUS SERIES 500. JACOBSON CONSULTING ENGINEERS BE PRESENT AT THE TIME OF THE TAP OR CONNECTION. SHALL BE PAINTED"GREEN"WITH SEWER AND THE DEPTH,IN FEET, CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATIONS.(SEE NOTE 10. PRIOR TO CONSTRUCTION OF ANY WATER MAINS,THE LOT CORNERS SHALL (206)4262600 STENCILED IN WHITE LETTERS 2"HIGH. 1.)TESTING OF THE SANITARY SEWER MAIN SHALL INCLUDE TV-ING OF THE 6. FITTINGS SHALL BE DUCTILE IRON SHORT BODY COMPACT CONFORMING TO BE STAKED AND WATER MAIN LOCATIONS ESTABLISHED BY SURVEY,COST OF ELECTRICAUPLUMBING: METRIX ENGINEERING 7. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND MAIN BY THE CONTRACTOR.IMMEDIATELY PRIOR TO TV-ING,ENOUGH WATER AWWA C110,C11 AND C153 AND SHALL BE CEMENT-MORTAR LINED WHICH IS TO BE BORNE BY THE DEVELOPER. (425)336-2822 PROTECTION OF ATI EXISTING UTILITIES.THE CONTRACTOR SHALL VERIFY ALL 14. SIDE SEWERS SHALL BE INSTALLED BY THE DEVELOPER AND COORDINATED SHALL BE RUN DOWN THE LINE SO IT COMES OUT THE LOWER MANHOLE.A CONFORMING TO AWWA C104.THE CITY WILL BE GIVEN 72 HOURS NOTICE STRUCTURAL: UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE FOR CLEARANCE WITH POWER,TELEPHONE,AND OTHER UTILITIES. COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO THE CITY OF MARYSVILLE. PRIOR TO SCHEDULING A SHUTDOWN.WHERE CONNECTIONS REQUIRE 11. TO MAINTAIN THE REQUIRED ALIGNMENT,USE SHORT LENGTHS AND SEATTLE STRUCTURAL PS INC. (206)343-3000 UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS ACCEPTANCE OF THE LINE WILL BE MADE AFTER THE TAPE HAS BEEN "FIELD VERIFICATION",CONNECTION POINTS WILL BE EXPOSED BY DEFLECT THE JOINTS OR USE NECESSARY BENDS. PRIOR TO ANY EXCAVATION. ALL SIDE SEWERS TO BE INSTALLED 10 FEET INTO LOT SERVED AND STAKED REVIEWED AND APPROVED BY PUBLIC WORKS.A WATER TEST OF ALL CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING AND MARKED AS SHOWN ON THESE PLANS. MANHOLES IN ACCORDANCE WITH MARYSVILLE STANDARD MAY ALSO BE SHUT-DOWN NOTICES. 12. BEDDING MATERIAL MEETING THE REQUIREMENTS FOR RIGID PIPE SHALL BE 8. GRAVITY SEWER MAIN WITH<F OF COVER SHALL BE D.I.P.CLASS 52;5-18' REQUIRED.TESTING SHALL TAKE PLACE AFTER ALL UNDERGROUND UTILITIES PLACED TO A DEPTH OF 6"UNDER AND AROUND THE PIPE AND TO A DEPTH OF COVER SHALL BE PVC,ASTM D 3034 SDR 35,OR ASTM F 789 WITH 15. PIPE BEDDING SHALL BE IN ACCORDANCE WITH WSDOT STANDARD PLAN ARE INSTALLED AND COMPACTION OF THE ROADWAY SUBGRADE IS 7. FIRE HYDRANTS SHALL CONFORM TO AWWA C501 AND SHALL BE OF OF AT LEAST 12 INCHES OVER THE TOP OF THE PIPE.THE BEDDING JOINTS AND RUBBER GASKETS CONFORMING TO ASTM D 3212 AND ASTM F B-18C CLASS F.PEA GRAVEL IS AN ACCEPTABLE BEDDING MATERIAL.ALL PIPE COMPLETED. STANDARD MANUFACTURE AND OF A PATTERN APPROVED BY MARYSVILLE, MATERIALS HALL BE RAMMED AND TAMPED AROUND THE PIPE BY THE USE 477;>18'COVER SHALL BE D.I.P.CLASS 52,OR G900. SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WITH STORTZ 5"QUARTER TURN FITTING.HYDRANTS SHALL BE M&H OF SHOVELS OR OTHER APPROVED HAND-HELD TOOLS SO AS TO PROVIDE C/' STANDARD SPECIFICATION 7-02.3(L).THIS SHALL INCLUDE NECESSARY 23. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED RELIANT STYLE 929 OR MUELLER A-423(MJ).HYDRANTS SHALL BE BAGGED FIRM AND UNIFORM SUPPORT OVER THE FULL LENGTH OF ALL PIPE,VALVES, 9. PRECAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C 478. LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION AND APPROVED BY THE CITY OF MARYSVILLE DEPARTMENT OF PUBLIC UNTIL SYSTEM IS APPROVED. AND FITTINGS.CARE SHALL BE TAKEN TO PREVENT ANY DAMAGE TO THE MANHOLES SHALL BE TYPE 1-48"MANHOLE UNLESS OTHERWISE SPECIFIED MATERIALS AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED WORKS.APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION PIPE OR ITS PROTECTIVE COATING. n ON THE PLANS.JOINTS SHALL BE RUBBER GASKETED CONFORMING TO ASTM BEDDING MATERIALTO UNIFORM GRADE$O THATTHE ENTIRE LENGTH OF OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT THE PIPE WILL BE SUPPORTED AN A UNIFORMLY DENSE UNYIELDING BASE. TESTING AND INSPECTIONS.ITSHALL BE THE CONTRACTOR'S 13. SEPARATION OF WATER AND SEWER MAINS SHALL CONFORM TO W.D.O.E. RESPONSIBILITY TO NOTIFYTHE CITY OF MARYSVILLE FOR THE REQUIRED STANDARDS OR SPECIAL CONSTRUCTION REQUIREMENTS. INSPECTIONS. 1 MISCELLANEOUS DETAILS HALL BE SHOWN ON CROSSARM I FOUND DEBAR(NO THE DRAWINGS STANDARD PLANS S 4. SERVICES,BLOW OFFS,AND ll I I� orPP cam&O.Y(N) GS OR - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - . C5.01T �.(�2T - - - - - - - -� II Z N - - FUTURE C5.03 00 "C / SMOKEY PT - 7 (NOTINCLUDED)� (NOT INCLUDED)I a - - BLVDINIC)- -P_HA_SE1 -- ----------- - �- --- 4,---in----- PHASEI PHASE 2--- --------/ ---------------------------- - - - ---_ Q ---- (( l _ _ _ / _ _ _ _ �= 03(N)FOUND R AR(No P "� � I � .... -_ -;.- •.. .... :.:.. i• v� .. � �� 0 3(N)o�PROP cnR � .. II, C p Q _ + + 33: el 34 '•Szt / PARCEL DO.:31052100302300- ADDRESS:17903 SMOKEY POINT BLUD OWNER:CItt OF ARLINGTON Y�..., 0 7 PROPOSED MODULAR / I `_ BENCHMARK°A' - I \ RESTROOM BUILDING / A "7RAC � PER ARCH'L PLANS I FOR C) O FACE pF POWER POLE '133-` / J`j`� I M ) IR DEG. 0 (� El -� ` 2"IRRIGATION SERVICE ^/ •� A i m \ (C-)) \ )) $ SD \ --SD _._SO E \\ 132 �� \ �_ pe I I-S70Rv w00D DwN? y +. _ " I 6"SIDE - nM HOUSE l E 1 1 1 m 1 1 1 Y o + + + + 133 + BSE 4' 1 i 13 1 N' ---- - O cd I:At , 32 ...,y / fa "P`'F FOUND REBAR(NO GROUND R00 I�. I ~-- W e11� 13 __ _ _ () PR.,F - T $ _ SSMH TRIM:13266' L _ _ _ - _ ... 9y � �� ��oBRK GDR)0 �0 130 Y`PEBN,CA -_-_ _--_ ,5y _ �130- _ - _ ..� / � - 128 OJ _. - \ I I Y _ DES 12 VE., �O:D� O IO I T 45' 11 5' Als ..IR - ys - a � N - - -�- - 4HWM: 9 70 - - - � - yUTH PL. J6L P �- _132- Ai DEDICATED U CRI WAY) PEE MIT2 CEWNG'127 w 10 CITY OF MARYSVILLE /25/23 m 2JZOM STIC WATERSEWCE ------ DATE ANoscAPE BOu (TYPICAL) �-, I / .v / - H0.23' _ -- - __- T _ _ _ DRAWN DJD/AJJ _ _ 0 - - •�F `�I2cP,2ao4' roPo DIrcN CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT l '' roP A ` -a� LVI,( r ..n2902' 33'DWY P.12733' }113 - CHECKED JAJ I / e H TOP of DITCH � =-J OP OF DITCH -' -EXIT ONiYF�',THIS PLAN SHEET HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE WITH US7ER: �1 521003 01800 IF 12'C PARKING' TOP of DITCH L cFAAR a rcHI PARCEL No..3 a THE APPLICABLE CITY OF MARYSVILLE CODES AND ORDINANCES.CONFORMANCE OF THIS REVISIONS: of / LANDSCAPE BOULDER C CEDAR ADDRESS:,nv H AVE HE BEN HMARK"B' DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE p LANDSCAPE,ROIJYDER -I6 / (TYPICAL) (TYPICAL)/� oP TREES OWNER.CHRIsTAN&MISSIONARY ALLIANCE-AR cro SET CTLSEED.o'IN NORTHERLY EX 8"SEWER MAIN PERMIT SET 9/25123 RIM OF SSMH RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER,WHOSE STAMP AND SIGNATURE SwALE / EX 8"WATER MAIN EL:129.69' APPEAR ON THIS SHEET.ACKNOWLEDGEMENT OF CONSTRUCTION DRAWING REVIEW DOES 95%CD 10/09/23 SSMH RIM:132.68' �P NOT IMPLY CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRED OTHER COUNTY, 1 O'PE(NS)6PE(W) �, N u \ cROssARM �OF STATE OR FEDERAL PERMIT REVIEW AND APPROVAL.THE PROPERTY OWNER AND LICENSED BID SET 10/20/23 CDC 123.70,q ) oP_�OP DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE ACQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS OR AUTHORIZATIONS WHICH MAY INCLUDE,BUT ARE NOT LIMITED TO, p^ 'o WSDFW HYDRAULIC PROJECT APPROVAL(HPA),WSDOE NOTICE OF INTENT(NOI),ANY CORP (TYPICAL) OF ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. I� FOUND REBAR& 'TS / Q I CAP CURDS LS 2960" THIS DnvoF ,202_. OVERALL WATER N I HpN" "NO COMMUTER PARKING, &SEWER PLAN CROSSAI I BY: JEFF LAYCOCK,PE,CITY ENGINEER THESE APPROVED CONSTRUCTION PLANS EXPIRE AFTER PERIOD OF 60 MONTHS FROM THEDATE .00 I �� PER MMCO 2A.040.020 e d 22A 040.3I0RATION OF PRELIMINARY PLAT OR SITE PLAN APPROVAL, S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Call before you Dig.8-1-1 IRVIC34-5555 fora 0 5 10 20 ONDnwc SERVICE (USA) SCALE 1„ 1 O, 4 1430 NE WA Street Seattle,d.98115 C 206-322-1732 \ ford land LEGEND Fore Landscape Architects ------------- PROPERTY LINE N79.3a'06'E-4B.BT V � � STORM DRAINAGE PIPE SD y�GAwa9C' V � � FRENCH DRAIN -------- 1 /� YD/CO/CB/CB 2/MH O O m SANITARY SEWER SS t 435s7 E ' + + +� / SANITARYMH/CO O •7*7 ONALE 9/25/2 +++y/ it WATER MAIN W \ \ PROJECT MANAGEMENT: \ \ FH/FDC/PIV/VALVE FH*FDCAI PIV•WVN ROCKP2-6878 MANAGEMENT LANDSCAPE LANDS CHITECT HIT \ WATER VAULT/METER FORAL2-1732 PE ARCHITECTS (CHIM2-1732 DETENTION VAULT DYKEMAN ARCHITECTURE: (625)59-318CHITECTS i ELECTRICAL E CIVIL JACOBSON CONSULTING ENGINEERS COMM E CODI (208)4262500 M TRIX ENGIN ERING LIGHT FIXTURES ('o•n (425)M&822 STRUCTURAL: SEA TLE STRUCTURAL PS INC. FOR SEWER PIPE BEDDING AND BACKFILL SEE DETAIL 1/C5.10 \ LL_ ~+ FOR WATER PIPE BEDDING AND \ I BACKFILL SEE DETAIL S/CS 10 \ LL 00 \ I v — m I \ N Z N F� PROPOSED MODULAR I QD RESTROOM BUILDING I PER ARCH'L PLANS _ L_ _ G ' \- � 4a ° ° �zi-EIH 0� ---__ s"SSco -R- TO GRADE I O o❑ �_ / d < ° \ IE 127.i8 d 8 2"DOMESTIC W SEE DETAILATER 5s \ I W 4, SERVICE POC \ z 132 \ 6"45°BEND IE126.42 ^,',,`+," LF "POLY ' FEE132.66 ° A \ `+ `+ •,' DO 00 ESTIC SEE LANDSCAPE \ ,\ �\ ^ ATER S RVICE ° 6"SEWER POC 10 LF 6" PLANS FOR IE 128.00� SS 7.7 �7 " CONTINUATION / \\ / o EN / 6"SIDESEWER `} 2"IRRIGATION METER 13 �� � DETAILe3 / CONNECT TO EX 6"SIDE SEWER STUB(ASSUMED) �/ ��� / I � t 2 D M PO 5'1 ti INSTALL 6"SSCO / DOME 1�' RIM 4.33 E E E ss IE 124.33 132 d y3 `r® CONTRACTOR SHALL POTHOLE AND VERIFY / I -FOUND REBA a ?a LOCATION,DEPTH,SIZE,AND MATERIAL OF EX ''''>a6� eAa)o.Y(E) a0 31 M ms o / 1 I 'OR da _ n BRK 130 O 130 VJ (E€DET 2 34 a° 0 a -a o- ° 4 — -E d E -- 129 ---- ^- + + + r��-rT2� i "EQ1�AL ABOVE GROUND _ _ - --- - - /'- + + + / __ CITY OF MARYSVILLE DATE 9/25/23 7_7REBA IN + �EiQ RE OT: - DITC -.J-- -- -- --- - - - n� C'0 IN IT GA AS- - ++++,y z7 LF 2"POLv --1- --/ , - TsA cAs _ CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT DRAWN DJD/AJJ LECTRICALE EAFOR----- - _ IRRIGATION I ++++ + t+ OW I EMENTS WATER SERVICE - - --1 -- - ___ 1 + + + + +++/ / CHECKED JAJ 27 F2"POLV S."F" - ---- _ _ __ -� I+ ++ + ++++++++++ / + / I THIS PLAN SHEET HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE WITH DOMESTIC ""AIL EX 8"WATER MAIN 24.6' +-'l ++-+- + ++++ + / THE APPLICABLE CITY OF MARYSVILLE CODES AND ORDINANCES.CONFORMANCE OF THIS REVISIONS: TER SERVICE °'/ uW w W .F L- -F �-+++�`' _ 4 +�/ I w w DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE PERMIT SET 9P25/23 +++ + = +J'. RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER,WHOSE STAMP AND SIGNATURE ----- I APPEAR ON THIS SHEET.ACKNOWLEDGEMENT OF CONSTRUCTION DRAWING REVIEW DOES 95%CD 10/09/23 PSF _ 129 NOT IMPLY CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRED OTHER COUNTY, STATE OR FEDERAL PERMIT REVIEW AND APPROVAL.THE PROPERTY OWNER AND LICENSED BID SET 10/20/23 DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE ACQUISITION AND COMPLIANCE OF ALL EX SE R MAIN - APPLICABLE PERMITS OR AUTHORIZATIONS WHICH MAY INCLUDE,BUT ARE NOT LIMITED TO, ss ss s5 ss s- ss -. WSDFW HYDRAULIC PROJECT APPROVAL(HPA),WSDOE NOTICE OF INTENT(NOI),ANY CORP _ OF ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. "ISERVICE ---- _- - THIS DAYOF ,202_. WATER&SEWER SADDLE TAP ON BENOiMARK"e" _ 130 EX 8"WATERMAIN SSMH RIM:729.70' SET CHISELED°o"IN NOR7HERLY 78 TH P�, `- PLAN SEE DETAIL 2e IE 8INE:12723.70' RIM aE ssMH J CEILING:127.6' EL:729.69" ———-(A bH11CA1rO PUBLIC RIGHT OF WAY) BY: JEFF LAYCOCK,PE,CITY ENGINEER THESE APPROVED CONSTRUCTION PLANS EXPIRE AFTER PERIOD OF 60 MONTHS FROM THE C5.03 ^ DATE SHOWN ABOVE OR UPON EXPIRATION OF PRELIMINARY PLAT OR SITE PLAN APPROVAL, PER MMC 22A.040.020 and 22A.040.030. LADDER(RUNGS > BYPASS WITH fora 1'-0"FROM SIDEWALK w w FLANGE LOCKING BALL OR BACKSIDE OF DITCH a TO BE IN-LINE (--- -- COUPLING VALVES(SEE t 2" F o W/EDGE OF , :CHART FOR DTLS a OPENING WITH EPDXY�COATED STEEL 24"MIN 1 ADAPTER ) BILCO"LADDER CRfSSS X"x X"x 2" 1 W/RET.LUGS 12"MIN. S UP"POLE;, BOTH SIDES 4 143ONE65tn Street 12 LINK SEALS E , __]"-�__ FLOW R ETER EA.SIDE 12" IN TO Seethe,2 6-322A193215 G FINISHED GRADE z¢ H G i - - P R E4"PEA ford land .. 1 PORT OR SUBGRADE O GRAVEL Fora Landscape Architects n RETAINING RING STRAINER D ON D.I.P.WITH 24"MIN o e e e CONIC.THRUST RESILIENT SEAT G.V. 36" IN COMPACTED BACKFILL RESTRAINT p , COVER 9 A•J9C CONSISTING OF CRUSHED HIE n.,"•,`:�,' ,,�, (PLACE PLASTIC "x " P OF w`rh7,H0 ROCK,EXCAVATED MATERIAL _ .. OR GRAVEL BASE,AS WARNING TAPE."C'`•, "':`".'),`•.`, OVER LINK SEAL BEFORE "PLAN MEGA"FLANGE,FLANGE 0' REQUIRED DIRECTED BY CITY. PLACING CONIC.)(TYPICAL) n N.T.S. ADAPTOR OR APPROVED � /I / B EQUAL. FROM METER TO SERVICE ,... ,...•::""..:r..,. ... F~5'MIN. N A 6"TOTAL PIT RUN SAND \ \ �� 1",1-1/2 &2"REDUCED PRESSURE ASSEMBLY k 4366E Q�C' FINAL BEDDING LIFT SPECIAL PRECAUTION¢ (3"ALL AROUND) F 401sT6RF' V 6"MIN.ABOVE - > ALUMINUM DOUBLE DOORS ', S G CROWN OF PIPE. iu PROTECT PIPE WITH GUTTER DRAIN HS-30 36 1 A.ST SIONAL E� TO THIS LEVEL MIN. /� iQ WA.STATE DOH DSTED REDUCED PRESSURE PRINCIPLE ASSEMBLY WTH ISOLATION VALVES AND TEST 9/25/2D " VEHICLE RATING AND LOCKING HASP ./ COCKS. FUSCO MODEL 825Y OR EQUAL. ASSEMBLY MUST BE ON LIST OF APPROVED BACKFLOW PREVENTIO F OPEN AWAY FROM ROAD �1 ASSEMBLIES PREPARED BY THE WASHINGTON STATE DEPARTMENT OF HEALTH DRINKING WATER PROGRAM. F`/C SEWER PIPE 71E < o PROJECT MANAGEMENT: 1-0 90'BEND,THREADED BRASS T w 4 SCHEDULER80 DRIGID BRASS PIPE ROCK PROJEC MANAGEMENT =116 FLOW M (425)572-6878 O� IF INSTALLED OUTDOORS LANDSCAPE ARCHITECTURE: SPRING LINE vQi OA 1 1/2"OR 2"I.P.SERVICE SADDLE W/DI DOUBLE STRAPS EQUAL TO ROMAC OR DI PIPE - - ®HEATED AND INSULATED FIBERGLASS ENCLOSURE WITH HINGED LOCKABLE LID WHICH EXPOSES TOP AND FORA LANDSCAPE ARCHITECTS 6" FRONT OF RPBA. SHALL BE EQUIPPED WITH A SCREENED DRAINAGE PORT AT THE BASE AND (208)322-1T32 SMITH BLAIR.(STAINLESS DOUBLE STRAP FOR AC PIPE). if FLEXIBLE FLAPS TO PREVENT DRAFTS. ARCHITECTURE: J HIE W a OB 1 R T E 2"I.PPER S BALL VALVE CORPORATION STOP. GRINN!EL.RJE. FOR 1"ASSEMBLY: HOT-BOX MODEL M7-27"W x 13"D x 23"H MINIMUM INSIDE DIMENSIONS. DVKEMAN ARCHITECTS 2ND BEDDING LIFT _ - FOR TYPE K COPPER SERVICE EQUAL TO MUELLER,FORD BALLCORP, : 2MINFOR 1-1/2"ASSEMBLY: HOT-BOX MODEL M1.5-33"W x 21"D x 23°H MIN.INSIDE DIMENSIONS. (425)25&3181 (HAUNCHING) M1 w INSTALLED®A 45'ANGLE WITH KEY FACING UP. SLOPE FLOOR PIPE FOR 2"ASSEMBLY: HOT-BOX MODEL/2-39"W x 13"D x 35"H MINIMUM INSIDE DIMENSIONS. CIVIL: HIE Y. P W/GALV. ACOBSONCONSULTINGENGINEERS TO DRAIN AS MANUFACTURED BY NORTHEAST FLORIDA ENTERPRISES,INC. C 1 1 2" 2' K COPPER HARD DRAWN OR COIL OR CL200 POLY.CUT TO FIT CONTINUOUS LENGTH. GRATE W/ / WIDE (208)42&2800 INITIAL BEDDING LIFT 8"INLE X 4"HIGH CAST-IN-PLACE CONCRETE FOOTING AROUND BASE OF ENCLOSURE.METER SETTER W/BYPASS,MUELLER,FORD,OR APPROVED EQUAL. SPACE BETWEEN .. � � .SUMP.PLUG STAINLESS STEEL ANCHOR BOLTS,SIZE AND NUMBER AS RECOMMENDED BY ENCLOSURE MANUFACTURER. ELECTRICALIPLUMBING: ANGLE STOP AND CHECK ANGLE SHALL BE 13 1/2"FOR 1 1/2"SERVICE OR 17 1/2" " 'oq " TO BE LOCATED 1' 120 VOLT,SINGLE PHASE,15 AMP GROUND FAULT INTERRUPTING RECEPTACLE,U.L.STANDARD 943, METRIX ENGINEERING FOUNDATION GRAVEL �.6p,A q6q 6Po.o p,' N.E.M.A.3R. POWER SERVICE SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (425)33&2822 FOR 2"SERVICE. SETTER SHALL HAVE THE FOLLOWING FEATURES: 6"LEVELING COURSE .qo 'MAX FROM HATCH STRUCTURAL: AS REQUIRED UNDISTURBED EARTH PADLOCK WINGS ON KEY VALVE OVER UNDISTURBED BEARING " OR DRAIN TO AND CITY OF MARYSVILLE ORDINANCES. MOUNT RECEPTACLE AT TOP OF THE BACK WALL OF ENCLOSURE. SEATTLE STRUCTURAL PS INC. ANGLE CHECK ON METER OUTLET SECTION METER RECOMMENDED DAYLIGHT OR NO TE5: (206)343-3000 IRON PIPE CONNECTIONS ON SETTER INLET AND OUTLET SIZE BYPASS SIZE APPROVED 1.ALL PIPE AND FITTINGS SHALL BE SAME SIZE AS RPBA. COMPRESSION ADAPTOR ON SETTER INLET N.T.S. COLLECTION 2.RPBA SHALL BE INSTALLED WITH TEST COCKS TOWARDS FRONT OF ENCLOSURE(FOR OUTDOOR 1"BY-PASS W/PADLOCK WINGS ON CURB STOP NOTES: 3 1 1/2"COPPER SYSTEM. INSTALLATIONS). , NOTE: E CARSON BCF 1730-1 W/ SKU 17302044 3.RPBA MAY BE INSTALLED INDOORS FOR FREEZE PROTECTION ONLY WITH PRIOR APPROVAL CITY. Y O 1. COVER SHALL EXTEND 6"ABOVE GRADE WHEN 4 1 1/2"COPPER INDOOR INSTALLATIONS SHALL MEET CITY OF MARYSVILLE PLUMBING CODES AND BE ACCESSIBLE BACKFILL MATERIAL AND COMPACTION SHALL BE IN CONFORMANCE WITH PC COVER WITH PC READER LID: CARSON PC173OR SKU#17304296(NON-TRAFFIC). VAULT IS NOT IN TRAFFIC AREA AND SHALL BE 6 2"COPPER AND AVAILABLE TO CITY STAFF FOR INSPECTIONS. CITY STANDARDS AND/OR THE STATE OR COUNTY PERMIT REQUIREMENTS 20K PC COVER: CARSON PC1730 SKU#17304239(TRAFFIC) FLUSH IN TRAFFIC AREA. 8 4"D.I.P. 4.RPBA SHALL BE CERTIFIED UPON INSTALLATION AND RECEIVE ANNUAL (AS MAY BE APPLICABLE). F METER IS TO BE INSTALLED BY CITY. RECERTIFICATION& O 2.SLOPE PAVEMENT AWAY FROM VAULT WHEN ©1 1/2"OR 2"CIA 15"LONG BRASS OR VAULT IS IN TRAFFIC AREA. APPROVED BY Q COPPER NIPPLE W/PVC CAP. APPROVED BY ) 3.VAULT TO BE RATED FOR HIGHWAY USE APPROVED BY l^/ 6/20/78 E�11 6/15/16 /� 06/15/18 TRENCH OH SPACER TO BE FURNISHED BY THE CITY DOUBLE VEHICLE RATINGEC MINIMUM). AND INSTALLED BY THE CONTRACTOR MARYSVILLE CITY ENGINEER DATE 4.DOUBLE DETECTOR CHECK VALVE ASSEMBLY MARYSVILLE CITY ENGINEER DATE MARYSVILLE CITY ENGINEER DATE ' (FLEXIBLE PIPE) SIZE METER LENGTH MUST BE INSTALLED BETWEEN METER 1',1 11r d:Y REDUCED PRESSURE LAST REMSED \ METER VAULT ASSEMBLY 9 /2" 3 1/4'. //�� /2" AND 2" AND POINT ES USE(BUILDING). BA 7fFLOY/PREMalTER ASSEMBLY MA E CITY N MEER ATE life 2" 17 1/4 /'/� 5.ALL BYPASSES SMALLER THAN 4" (METERS 2" & LARGER) AT VED a 23 0 arysv l \ wpsrHwcTON NO GASKETS TO BE INSTALLED WITH >' CITY OF SINGLE SERVICES S SHALL BE SADDLED. STANDARD PLAN s-175-001 SPACERS Marysville CITY OF rGTY OF� WASHINGTON Marysville IMa rysvi lie �� WASHINGTON //�WA�SHINGTON� m STANDARD PLAN 2-090-002 STANDARD PLAN 2-090-004 LAST REMSED 03 24 15 s STANDARD PLAN 2-151-002 7 (�f LAST REMSED OS 13 09 LAST REVISED OB 15 18 L C� D DO NTS NTS NTS NTS w � Sewer Trench 1 Inch and 2 Inch Water Service Meter Vault Assembly Reduced Pressure Backflow Assembly Y C Q O REMOVABLE CAST IRON COVER AND C FINISHED GRADE TEST PLUG RING MARKED SS OR SSCO OR SUBGRADE FINISH GRA 2'SQUARE v DE z COMPACTED BACKFILL a CONSISTING OF SELECT 12"DI PIPE I `y NATIVE PIT-RUN GRAVEL, SKREENINGS,CRUSHED ROCK, SPECIAL PRECAUTION 00 OR CDF REQUIRED FOR TO PROTECT PIPE I a.• O STREET CROSSINGS ELE TO THIS LEVEL. I WARNING TAPE 91E CONCRETE_ I DZS 31E > FIBER JOINT FILLER L9,Q7� EIE a S D.I.SEWER PIPE 31C� - 45"BEND '� m = 1'-0" H _ O SPRING LINE -> O FLOW a. ---------- T 4e 2ND BEDDING LIFT J Y SEE PLAN FOR LL (HAUNCHING) ��IE � SIZE AND IE � INITIAL BEDDING LIFT GW, 4^ PEA GRAVEL OR I FOUNDATION GRAVEL CITY APPROVED NTS O O AS REQUIRED EQUAL. lean Out UNDISTURBED EARTH DATE 9/25/23 CITY OF MARYSVILLE DRAWN DJD/AJJ NOTE. CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT CHECKED JAJ BACKFILL MATERIAL AND COMPACTION SHALL IN CONFORMANCE W1 CITY STANDARDS AND/OR THE STATE OR COUNTY PERMIT REQUIREMENTS REVISIONS: (AS MAY BE APPLICABLE). THIS PLAN SHEET HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE WITH PERMIT SET 9/25/23 THE APPLICABLE CITY OF MARYSVILLE CODES AND ORDINANCES.CONFORMANCE OF THIS DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE 95%CD 10/09/23 APP VED BY RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER,WHOSE STAMP AND SIGNATURE MAIrsA/pU APPEAR ON THIS SHEET.ACKNOWLEDGEMENT OF CONSTRUCTION DRAWING REVIEW DOES BID SET 10/20/23 Ys LLL ENGINEER �/9� NOT IMPLY CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRED OTHER COUNTY, STATE OR FEDERAL PERMIT REVIEW AND APPROVAL.THE PROPERTY OWNER AND LICENSED TRENCH DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE ACQUISITION AND COMPLIANCE OF ALL (RIGID PIPE) APPLICABLE PERMITS OR AUTHORIZATIONS WHICH MAY INCLUDE,BUT ARE NOT LIMITED TO, c TY OF WSDFW HYDRAULIC PROJECT APPROVAL(HPA),WSDOE NOTICE OF INTENT(NOI),ANY CORP WATER& Marysville OF ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. w SM GTON THIS DAY OF ,202_ SEWER LAST REMSED 10/23/01 �— STANDARD PLAN 5-175-002 DETAILS BY: JEFF LAYCOCK,PE,CITY ENGINEER NTS C NTS ` NTS THESE APPROVED CONSTRUCTION PLANS EXPIRE AFTER PERIOD OF 60 MONTHS FROM THE 5. O A I 7 V D7 DATE SHOWN ABOVE OR UPON EXPIRATION OF PRELIMINARY PLAT OR SITE PLAN APPROVAL, Water Trench Not Used Not Used PER MMC 22A.040.020 and 22A.040.030. fora 1430NE65th Street Seattle,WA 98115 C 206-322-1732 140 140 fora land PROPOSED MODULAR Fora Landscape Architects RESTROOM BUILDING PER A CH'L PLANS EX GRADE A•J 135 FFE= I FIN SHED GRADE 135 P 9oF "`h�O N 43667 130 130sio163�R �t SS @ 7.7% 10 LF 6„ NAL E 9/25/2� SS@7,7o "SEWERPOC 27 LF 6"SS@77% EX6"SIDE PROJECT ROCK PROJECT MANAGEMENT IE 125.00 SEWER 125 6"SSCO 125 4 25 1 572-6878 RIM 132.11 6"45"BEND LANOSCAPEARCHITECTURE: IE 127.196"(OUT)E IE 126.42 (ORALAND32 APE ARCHITECTS SEE DETAIL ARCHITECTURE: $ DYKEMAN ARCHITECTS (425)259-3161 1 CIVIL: 120 120 JACOBSON CONSULTING ENGINEERS (206)4262600 6"SSC0 ELECTRICALIPLUMBING: ONNECT TO EX�'- SEWER METRIX ENGINEERING (425)M&822 STUB(ASSUMED) STRUCTURAL: RIM 130.46 SEATTLE STRUCTURAL PS INC. CONTRACTOR SHALL (206)343-3000 115 POTHOLE AND VERIFY 115 LOCATION,DEPTH,SIZE, Ise AND MATERIAL OF E ER STUB PRIOR TO CONSONS RUCTION. 110 - 110 < 0— 105 - 105 SEWER Scale 1"=5'V.1"=10'H 7 m L00 N N 5 CY) G >Q 5 G � O C UQ z Z O00 a- C,6 w � 0 .o Oa 5 T G Y 0 �^ V J C/) CITY OF MARYSVILLE DATE 9/25/23 CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT DRAWN DJD/AJJ CHECKED JAJ THIS PLAN SHEET HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE WITH THE APPLICABLE CITY OF MARYSVILLE CODES AND ORDINANCES.CONFORMANCE OF THIS REVISIONS: DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE PERMIT SET 9/25/23 RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER,WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET.ACKNOWLEDGEMENT OF CONSTRUCTION DRAWING REVIEW DOES 95%CD 10/09/23 NOT IMPLY CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRED OTHER COUNTY, STATE OR FEDERAL PERMIT REVIEW AND APPROVAL.THE PROPERTY OWNER AND LICENSED BID SET 10/20/23 DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE ACQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS OR AUTHORIZATIONS WHICH MAY INCLUDE,BUT ARE NOT LIMITED TO, WSDFW HYDRAULIC PROJECT APPROVAL(HPA),WSDOE NOTICE OF INTENT(NOI),ANY CORP OF ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. THIS DAY OF ,202_. SEWER PROFILES BY: JEFF LAYCOCK,PE,CITY ENGINEER THESE APPROVED CONSTRUCTION PLANS EXPIRE AFTER PERIOD OF 60 MONTHS FROM THE .L^0 DATE SHOWN ABOVE OR UPON EXPIRATION OF PRELIMINARY PLAT OR SITE PLAN APPROVAL, PER MMC 22A.040.020 and 22A.040.030. S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Call before you Dig.8-1-1 IERVICE(US 5 fora UNDERGROUND 0 15 30 60 SERVICE(USA) 4 SCALE 1"=30' 1430le,WA Street tt Seale,L.98115 t 206-322-1732 ford land Fora Landscape Architects v A.J9c v Ga w,sytio Q'F o N R,43667 �,Ac18TE66 Ol� `rIONAL$t, PROJECT MANAGEMENT: ROCK PROJECT MANAGEMENT (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS I I ARCHITECTURE: I DY EXAM ARCHITECTS (425) CIVIL: o I I JACOBSON CONSULTING ENGINEERS (206)4262600 O U EM TRIX ENGIN ERING 6'W (425)336-2822 IN RIM:13239' STRUCTURAL: SEATTLE 10"PENN,S)E) I E5 - - -- 206 343-3000UCTURAL PS INC. 9"OBSERVED( I ------------------------- COC:12490' V 4� I�GffAV6ll�l i PEED LIMIT 35" I PI oa o PROPOSED IMPROVEMENTS ALONG SMOKEY POINT BLVD,INCLUDING ROADWAY,PARKING, CURB,SIDEWALK,STRIPING,AND OTHER ROW IMPROVEMENTS ARE NOT INCLUDED IN PROJECT PARCEL ND.:31052100300200 TYPE 3 TRAFFIC 3 I SCOPE AND PER CITY OF ARLINGTON PLANS. ADDRESS:v9n SMOREr POINT EL. BARRICADE STEEL oWNFR:ANDERsoN RNurSGN NeL K FRAME 8-FT LONG CROSSARM I FOUND REAR(" PLAYGROUND LOCAL �CAP)02(k ROAADDACCESS 0'(k) _ PROP C R (PUBLIC) C`'T —— — (NOT INCLUDE00 — — — — — — — — — — — — — — — — — — — — — — — N FUTURE /'� ^� � Z NN yI _'(OICN)T BLV PH ., C23.O2 COVERED B C C23.O3 O� �SMOKEY (NOT INCLUDED)I PICNIC SHELTER PHASE PHASE 223.2 23.2 VD N OP COB 747 4 W 837 r gyp. �E J3(N Iw O .C: J / A.� PARCEL N4:SMOKS003023, / \ \�J U Q i _ 15 ADDRESS SMOKEY POINT BLW \ " - OWNER:CITY OF ARLINGiON j L .ASPHALT WALKING TRAIL I 1 z Uj Iz I3 I F _ BENCHMARK"A' - SEiEAST �> -�+ • I I \ � - - I c FACE Of POWER POLE CHAINLINK EL74.04' FENCE ti A l O L 76' "•:5; + + + + \ _ - -- -13 -_ �SMN�RIM13O:10 1 ) 23 _____ IE 1OTE'6BSE �' ! 130 I I I m O o \ =p OP LI1 132 �CUNG'I ,e�� FOUND REBAI W 1• u 1 a • i > I < .. _. / _ - I CAP)01'(E) ceouND Roo cR sSRM 1 apt— ;`�' '•°'. S8T44'45 E 524.44'' ... . / '. 307 ,�3r),' o, COR O n IOM.132fi8' --__ i — SSMH�PEN,ES) ,,,,,, S TTCH xs°'•� M1g° -/:� �.1 •� _ _ D O o I '• AT > PjC I A30� r`vyV r °'� ::.�, 1129 19 I Y _ 8T 45" 77 �5' _ _ � "FIR 1 YS _ SSMH RIM,129.70' — - - - - - — — — — — — — � - - 178THPL N.E. - - - - — — - - - `FTLe (A DEDICATED PUBLIC RIGH7 OF WAY) "SPEED EMIT 25 y LUNG:1�27`6' — i.\ �. � _ - SW ALE _ SWALE ANDSCAPE BOULDER DATE /25/23 (TYPICAL) 17 .P�N� DIiCN --- -- --- - -— _ _ _ _ - _ - DRAWN DID/All IF 12 PE 1' A V r3U3� 'AR�CLDS'6P. -- 53D�YL��2"CP''31050210D301800 J � CP.127.33 a "EXI KINGL� MA TOP OE DITCH -1 `YL TOP OF DITCHTOP OF DITCHIE �,,._ CHECKED Jq,J TOP OF DITCH r 6w PARCEL N0. DO LANDSCAPE BOULDERAR o LANDSCAPE 0(DER_�I6° ADDRES5.17721 35TH AVEALI NE BENCHMARK'B" REVISIONS: (TYPICAL) (TYPICAL) / OWNER:CHRISTIAN&MISSIONARY ALLIANCE-ARLINGTO SET CHISELS"o'IN NORTHERLY SWALE RIM OF SSMH �RMET�T 9/25/23 OP� EL 129.69' 95%CD 10/09/23 SSMH RIM:132.68' U 1o°PE(HS)6'E(W370' CROSSARM COC:1237o'2pR� — BID SET 10/20/23 t Tm oP��oP °T p" p LA RE BOULDER o u a 2y Q (TYPICAL) i v FOUND REBAR& TO P CAP CURDS LS 22960" H ® OVERALL 'NO COMMUTER PARKING" CITY OF LNG REVIEW ceossA 1 a� I® CONSTRUCTION DRAWING REVIEW APPROVAL GRADING& PAVING PLAN THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET PHASE 2 —� BY.Development Services Manager C23.00 DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Call before you Dig.8-1-1 IERVICE(US 5 fora UNDERGROUND 0 5 10 20 SERVICE(USA) iii i 4 FOUND REBAR(NO CAP)-L �+�/t LE ��i i ii 1430NEL.Street DS(N)OF PROP c0R/ J /1 Seattle,WA 98115 TYPE 3 TRAFFIC b 206-322-1732 MATCH EX BARRICADE STEEL ford land COVERED PICNIC PROPERTY LINE LIGHT POLE AND BASE B FRAME DE LONG tSTRUCTURE PER PER ELEC'L PLANS T`P 23. Fora Land p rchitects GRADE(TYP) ( )ARCH'L PLANS_------------------- --------- - -- ----- __----------- ----_-_---- ___ -----------------------1----� LINE _ ------------ ------------ LEGEND Landscape PROPERTY E N 79'33"06'E 46.81" _ CONTOUR(INDEX) 13ro- A•J9 131 I�r - 131 m 11 v�oa`v^Sh�O CONTOUR �109 ti� 132.07 132.07 131.88 TC 131.18 - _ BC 131.30 I + 109.36 )`TC 109.36 _ BC 130.68 SPOT ELEVATION "; J/ BC 109.36 a da ti I - FssR I4O'cwN1eA6 T6GRADEBREAK - -Al1E-- S'SD O GRACE ASPHALT PAVEMENT 'RIM d 135.08 .REYt'�,G l9/25/29 e e ASPHALT OVERLAY 132 p d e PROJECT MANAGEMENT: BI ETEN IQ' N# d 'z3 ° V V V v V V ° CONCRETE PAVEMENT ROCK PROJECT MANAGEMENT SD D2 CB TYPE I BO OM E EV 1 .0 e d' V V VV V V V '� V vVV V V d a h 134.98 3 I (425)572-6878 RIM 131.50 SEE DETAI a V V V V V v V VV V V v 1 SP Clf!_TY CONCRETE PAVEMENT x.� x x' ',*. LANDSCAPE ARCHITECTURE: 3 a < ° 1 q V V V V V v V V t' M •x FORA!LANDSCAPE ARCHITECTS d a a a VVVVVVV V VV V vV v V d \ VV V V V V ° �' 12 CONCRETE CURB ARCHITECTURE: e a ° c V V VV V V V V V V VV V V V V V V V1314'96 V.. A DVKEM9,3161 ITECTS (425)259-3181 I < 19 4 VVVVV v I' VVVV V I' V VVV V VV V ava: JACOBSON CONSULTING ENGINEERS \ a VVVVVV vV V VVV VV VVV v VV -,. ° I 5' (zee)aze•zee6 < V V V V V V V V V V V V V V V V V V V 34 ELECTRI6A2600 MBING: 132.42 O ® d ° ° ° e 132.]$ V\V V _ _ - _ _- _ _ V V V VV V V V V VV V V V V �- :- METRIX ENGINEERING G �.2.274 V _ _ V V V V V V V S(425)MRA822 V V V V V V V SEATTLE STRUCTURAL PS INC. -- d - - 132.07 - -- - _ _ _ - -_V VV V V V 215 (206)343-3000 132. 4 .\a 132.1 RI GE AID E 23] /¢ 132.1 ° d° aIS� - - -- - V V V V V V V V�V d \ 132.6 V VV V V I..V - - - - _ - - - - V V V V�z.o6 - - _ V V I� " 5 aCON d - - - CRETE31 - AND GU TE CURBSEEDIe d - - ETA DEfAI RSEE L 3.1 II d PLAYGROUND PER USCAPE-PLANS • a _ 00 I n - 132.06 I FULL DEPTH ASPHALT LT 132.32(E%) 2.22 PAVING SECTION a SEE DETAIL ad ° ti I a \\4'CLE U Q d I 131 \ - _ _ - -I_ - ASPHALT WALKING z 132.06 ° TRAIL(STANDARD/ i¢ _ DUTY ASPHALT) a DETAI L a IL a - _ `n II dAI 0 � SO E1 STORMFILTER CB o EM a_ o2f RIM 129.21 « 130.5 130A8, TC 130.04 I� 1 1 1 m e1 1 1 a ec 1z9.sa MATCH EX � - 131 ° PR PERTN LINE FOUND BEeA TC 130.00 O TC 129.93 GR DE P CAP)OY(E) i 0 4 a 130.65 _ - - _ 129.98 d BC 129.50 TC 129.67 BC 129.43 (N) COR Ld -- -- - - - - - 130, 30.23(EX) e 30.0 1 a BC 129.17 4- - a j�0v_ a 8 129.49 TC AD - . YO- a0 0 130.36 1 933e 4,1 a 3 4 ° 128.82(E%)4 a W.82 4 29.84 9.42 BC 129.7 a 5 _ 129 38 _ I 128.29(IX) TC 129 TC 129.5a 9/25/23 Lt- 29 PERP€NDICU�Ak-' I I DATE DI ryes ! I ,�q DITCH - ACC SSIBLE RAM P(TYP)a- A BC 29.33 EC 129.Ga 0 s SEE DETAILS DRAWN DID/All • ___! • - ---- ---- -: ee _ CHECKED JAJ Il 3.1 ,,,111---1 Bc 1 i21,1.i 129.69 (Y 1 s N PERPENDICULAR AMP REVISIONS: PERMIT SET 9/25/23 / A �. R20' VALLEY _ R20' 95%CD 10/09/23 DSF BID SET 10/20/23 --/-� x TC 9.62 TC 12s.55 CROSSWALK Tc 129.1s 129.12 BC 129.05 V STRIPING ec 128.69 SEE DETAIL e 3.1 GRADING& BENGiMARK"B" CITY OF ARLINGTON sSMH RIM.1,9 Po' sEr CHISELED W IN NORTHERLY 1 78TH PL. N.E. CONSTRUCTION DRAWING REVIEW APPROVAL PAVING PLAN CEILI PE(E)123)D RIM OF SSMH A DEDICATED PUBLIC RIGHT a wAY) PHASE 2 Ee ( NC 127.fi EL:12969" THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: C23.03 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS 140 a��oz 140 fora UO y 1430NE65th Street U Z Seattle,WA 98115 C 206-322-1732 EX GR DE z w p m¢ ford land ALKING PATH cJ w a ASPHA T 135 FI ISHED GRADE olZ roWAI KING TPA 11 135 Fora Landscape Architects -- ---- __ -- -- --- -- ---- 130 130 N k 43667 O R 7`clere66 Gl� 125 -TANK SINGLE D I 125 SIONAL��9/25/2 INFI TRATION SYSTE M PROJECT MANAGEMENT: ROCKPROJECT MANAGEMENT (425)572-6878 LANDSCAPEARCHITECTURE: 120 120 FORA LAND32 APE ARCHITECTS ARCHITECTURE: DYKEMAN ARCHITECTS SECT ON A CIV S)25&3181L Scale:1"=5 V.1"=1O'H JACOBSON CONSULTING ENGINEERS (206)4262600 ELECTRICALIPLUMBING: METRIX ENGINEERING (425)M&822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. (206)343-3000 Ise 140 - 140 L.L J c z w g A w a 11 o-I FINISHED GRADE LL..VV al � 135 EX GRADE 135 BIORETE TION#3 SEE DET IL e -- — ---------- 130 I \ I 130 N If 00 \ - - -- 00 R-TANK SINGLEHD 125 I IN ILTRATIONSYS EM 125 I � O 0 C 120 120 U Q SECT ON B Ld Scale:1"=5 V.1"=10'H _ Z 000 ti a_ 06 Wm 0 O 140 Z 140 Oa.T y U F EX GRADE S Y al a O 0I I (^ E US FINISHED GR DE 135 V J ----- ———— ————— ———— ———— ————— 92523 130 I —� ,, __ — 130 DRAWN DJD/AJJ —— CHECKED JAJ REVISIONS: PERMIT SET 9/25/23 US I 125 95%CD 10/09/23 I BID SET 10/20/23 120 120 SITE SECTIONS SECTION C CITY OF ARLINGTON PHASE 2 Scale:1"=5 V.1"=10'H CONSTRUCTION DRAWING REVIEW APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: C23.20 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Call before you Dig.8-1-1 IERVICE(US 5 fora UNDERGROUND 0 15 30 60 SERVICE(USA) SCALE 1"=30' 1430NE645th reef Seattle,WA 98115 t 206-322-1732 ford land Fora Landscape Architects v A.J9c v GR w,sytio Q'F o N R,43667 �,Ac18TE66 Gl� `rIONAL$t, I � 9i2si2� PROJECT MANAGEMENT: ROCK PROJECT MANAGEMENT (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS ARCHITECTURE: I DY MA ARCHITECTS (425) CIVIL: 0 1 I JACOBSON CONSULTING ENGINEERS a (206)428.2600 ELECTRICAUPLUMBING: U METRIX ENGINEERING 6 W (425)M&822 4H RIM:132.89' I STRUCTURAL: 10"PE(N,S) - - - 206 343-3000SEATTLE UCTURAL PS INC. Y,OBI ERVFD r�GffAVEO�; i PEED LIMIT 35" "pR, ---- o I P I PARCEL N0.:31052100300200 3 I ADDRESS:17911 SMOKEY POINT BLVD / OWNER:ANDERSON KNUTSON NEIL K `} CROSSARM I I FOUND REBAR(NO ll I CAP)02'DE) 0.1'(N)OF PROP CY1 1 FUTURE — — — j^ — � d�IC KEY PHASE 2 N R C24.0� C24.02T C24.0300 p � DINT BLV (NOT INCLUDE )I R (NOT INCLUDED)I - - --- - ---- - R PHASE I PHASE o PF- -- - _ -- --- - __ _---------- -- -- - BRK_ M1e° 7 (NO OCR P) 5 >� ;ry - - - --- I VARq AR a _ 47 4 W 83 7 a r OKEY POINT BLM / \\\\\ e ✓✓ PARCELF4l SM52100302300 ADDRESS:17903 SM j OWNER:CITY OF ARUNGTON �^ I-- IRE REBA 117 a" _ I sD so LLI sD sD I I Z BENCHM "A" I < SET RR.SPIKE AlI EAST FACE OF POWER POLE EL 134-04' - / R-TANK SINGLE HD Z - -- - vim,-nr•nn_-���� INFILTRATION SYSTEM 9A4 SD- SToeYwt �6 Y III + \ / _ MR IM 1JOfi0' I HOUSE W \ 16" J I + + + + + IS fl'PT SSE (w) I �130 - _ Y o - _- I(f Nr m O o 0 OP U + —�' '' _ - - �� _ - SD FOUND REBAI W > • .._ —- - - K- _ — — — — — I CAP)01(E) C GROUND ROD CR SSARM u v o - o COPY SSMH RIM'13268' L-. - -- r�M1 J1 58T44'459E 524.44' __ -:r _ _ _ _ 10'DyNY O a 10°PE(N,E,S) CDC:724.10' N_ i W.. - �,3• -A �.. - i130 'y ..s. I _'1= w�E 1 7 00'I 0 O ss� r/1 �YIR - C4 J CO - - - - - - - - - - - - - �—" — d — _ _ 178TH PL. N.E. M,z9.70 — — — — o (A DEDICATED PUBLIC RIGHT OF WAY) PEED UMIT 25 y }123IL- — — — — — — — � �— W ANDSCAPE BOULDER "PSpO" DITCH es ''0Ga '�° 3° - _ _ - --- DATE /25/23 (TYPICAL) I _ _ _ _ 1 PE1 __ -- - - - 32 _ _ _ DRAWN JD/AJJ BUNG'127 _ SWALE _ _ I A1Jj -- —� 53 DW,,YSS II D TOP OF DITCH r �Y[12 CP.128A4 TOP OF DITCH J TOP OF DITCH "EMIT ONL�/ ` 'I +S„ CHECKED JAJ _ TOP OF DITCH CEdAR CI.US'E9. PARCEL N0.:31052100301300 E 12 CP 127'33 PARKING° LANDSCAPE BOULDER LANDSCAPE 0�(DER\ I6° ADDRES5.17721 35TH AVE BE REVISIONS: BENCHMARK"B" (TYPICAL) (TYPICAL)// OWNER, &MISSIONARY ALLIANCE-ARUNGTO SE7 CHISELED"o'IN NORTHERLY / PERMIT SET 0/09/23 SWAL£ / �P� RME1 69' 95%CD 10/09/23 SSMH RIM:13268' U BID SET 10/20/23 10"PE(NS)8'370' �" CROSSARM _ GOC:12370'2PSe I, ry OP °T p' LANDSCAPE BOULDER (TYPICAL) Q Y FOUND PLEAD& TO CAP."CURTIS LS 2960" OVERALL STORM e"Pei" DRAINAGE& CITY OF ARLINGTON 'No COMMUTER PARKING' CONSTRUCTION DRAWING REVIEW APPROVAL CROSSA I® UTILITY PLAN THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET PHASE 2 —� BY.Development Services Manager C24.00 DATE: THIS APPROVAL VALID FOR 18 MONTHS S.W. 1/4, SEC. 20, TWP. 31 N., RGE. 05 E., W.M. Call before you Dig.8-1-1 I34-5555 fora UNDERGROUND 0 5 10 20 SERVICE(USA) EDUNO REenR(No cnP) OS'(N)GF PkOP CDR/ 1%i"!!6iiiiiiii 4 SCALE 1 10' 1430 NE 65th Street Seattle,WA 98115 BIORETENTION#4 OUTFALL TO BIORETENTION rz06-322-1732 BOTTOM ELEV 131.00 IE 131.00 8 ford land SEEDETAIL� SEE DETAIL as LIGHT POLE AND BASE 1 LEGEND Fora Landscape Architects PER ELEC'L PLANS(TYP) \ _--_..__.._----_i- -----------------------_-------- -- --- ___------------------------__ ---_�R6PERTYLINE 3_ L.4— 6.81"-----__- _------- _----_ N 796--- --------- DOWNSPOUT DOWNSPOUT !__ ____.----- -- STORM DRAINAGE PIPE SD 9 A•J9C � 7 CONNECTION PER CONNECTION PER I 131 oa`�^shy O __ARC PLANS ARCH'L PLANS ✓ '�--'- I ti 1.06 A, FRENCH DRAIN ---- 1- - 1 ---_.__ YD/CO/CB/CB2/MH ❑® ® • I I ^ _ + + + -- - ----- ----- SANITARY SEWER S + +__ 0 GRAD 32 I I I 43667 � LF ° ° IE 131. 4 n�3 ° __ ,.; s> I EjSy.Fc13T�.R�Gl� S D S E DETAI 1 °d ° d n SANITARY MH/CO O • IOiY1L�� /25/2� ° I WATER MAIN W / SD 2CB HEI d Z�° ° V V V V VV d PROJECT ROJECT MANAGEMENT RIM 31.5 vv V V V V '� V vV V v d ,(�- _ FH/FDC/PIV/VALVE FH�FDC�R PIV•WVN (425)572-6878 NO IE 1 0.33 "OUT E 4 Ii V V V V Ii V V VV V V 1J� I- I LANDSCAPE ARCHITECTURE: ( ) ° ° v v V V v V v v V - w WATER VAULT/METER FORA LANDSCAPE ARCHITECTS W/ EEHIV G v v v v� v V '� v V� V V V v ° ( ti I _ _ (206)322-1732 �O SEE TAI ° d DETENTION VAULT [ ] ARCHITECTURE: 4 $ 9 ° !�, ° V V V V V V V V V V V V (25;MAN 9,3161 ARCHITECTS v� V PkO'WERCONDUW v� V V V v v V V '� V V a26 26sa161 V v V v ISUCTBA9NK PER�'vv v V vV V v v v v v V ,� VI' I I ELECTRICAL E CIVIL: P1 V V V V V V V VV V V V V V V VV L JJ (AOBO4808000ONSULTING ENGINEERS COMM COM ELECTRICAUPLUMBING: METRIX ENGINEERING LIGHT FIXTURES O+O O (425)ME-z822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. (206)343-3000 DRAINAGE NOTES R STORM \\ — — - -- _ _ — _ — — —_ v vvvvvv✓ I NOTE: ALL CATCH BASIN GRATES ° d SO o1£B E1 — —_ —_ — — —_ — —_ — — — —_ — —_ — — — _ V v v v vV SHALL BE"HERRINGBONE" 132.1 - -_ - - - - -_ - - _ - - _ - _ - - V _ - \ 4 IE 128. IN)NW - - - - - - - \ , 0 ° - - - - _ -_ - - INLET TO DETENTION - _ _ ° IE 128.66 _(O[Yf)E - - _ - - - _ _ _ - SYSTEM _ NOTED.SEE DETAIL 4/C4.1 0. W/ADA G AT _ _ _ _ GRATE UNLESS OTHERWISE — ' s � IL 121 LF 8"SO@2.2% - -- - - - — — - SD�sD sD�sD�sO�SD— _SD�D SD�S I AND BACKFILL SEE DETAIL 3/C4 11 — _ —_ —_ — — — _ — _ — I 'BIORETENTION NOTES'& 0') BIORETENTION CONSTRUCTION SEQUENCE NOTES' J I °d CONNECT NEW POWER ° ° -_ -_ - _ - - _ _ _ - - _ _ _ _ - - _ - _ - - - - _ _ ti3p C / CON UBS FOR SITE LIGH ING - - - _ -_ _- - - - _ _ TO PHASE 1 PULL VAULT r - -_- - -- -- - - _ - - - R-TANK SINGLE HD INFILTRATI N - - -- - t- / ' ] 'PER ECT PLANS - - -_ -_ - - - -- - -_ - _ -_ - _SYSTEM(10 1N/-HR)SEE SHE QTS-- d° - - -- - -- -- - - - - - - -- 5.4.13&C4.14 FOR DETAILS - -- -__ _J \4'C... V Q° °4 Uj ° _ a _—— _— — —_ —_ —_— —— — — —_ I 1u J `d d • 130 I � 3D -FOUND REBA ■ ° J - _ - '4,5 °d 40 L-, �0 CAP)o T(E) a.0 --a- _- _ ---- - __ - s`r Ld_ - - - - - ---- --- - �.. .; 130 S0@2.2o7A I O ° INLET TO DETENTION _ ems 1 /a Dt ORMFI LTER CB C SYSTEM a _ RIM 129.21 BRR _ LJ e ° eoe ,_ d ° ° d ° ° »�- IE 126.EM / 6868(OUT)W '->' ° � (n E E ° E E E E E � + ++ N ry � DATE 9/25/23 A 01 CH e* e� 5- AS GA AS- DIT A ++ 'dc,� - ♦" - - -- + � a G DRAWN DJD/AJJ /+ AS --- - - - - ---- / --- ---- + - +_ CHECKED +/ • - + - - -- - - - ---- ---- ---- - + + ++ �f/*+ JAJ+ + + +++ /+ // I 1 SWALE REVISIONS: R 9I25/23 \+ - + +_ + / + + + + / IE 12'PE 127.00' SET + + + + + + =--+ 95%CD 10/09/23 .PSe I BID SET 10/20/23 1 SS SS SS SS S Ss—SS- —S — — — STORM BENCxMARK"B" CITY OF ARLINGTON sSNH RIM'.12e.7o SET cxisB.ED°°"IN NORTNERLr 1 78TH PL. N.E. CONSTRUCTION DRAWING REVIEW APPROVAL DRAINAGE& IE8°PE(E):123,70' RIlA Q<SSIAx A DEDICATED PUBLIC RIGHT OF WAY) UTILITY PLAN _ CEILING:127.6' EL 729.69' ( THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET PHASE 2 BY: C24.03 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS fora 1430NE65th Street Seattle,WA 98115 C 206-322-1732 ford land Fora Landscape Architects v A.J9c v GR w,sytio Q'F o N 43661 O �,4c1eTE66 Gl� `rIONAL$t, 9/25/2� PROJECT MANAGEMENT: ROCKPROJECT MANAGEMENT (425)572-6878 LANDSCAPEARCHITECTURE: 140 140 (ORA LAND32APE ARCHITECTS ARCHITECTURE: DYKEMAN ARCHITECTS (425)259-3161 CIVIL: IORETENTION A 4 FINISHED GRADE JACOBSON CONSULTING ENGINEERS (208)4262600 ELECTRICALIPLUMBING: 135 EX GRADE 135 METRIX ENGINEERING (425)M&822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. 60 LF 8"SD@2.8% ____———_ (206)343-3000 130 ---- 130 121 LF 8"SD@2.2% w� *SDTYPE I 125 RIM SO 1 cB TYPE I 125 < IE 130.33 8"( UT)SE RIM 132.11 LET TO DETEN tONYSTEM W/BEEHIVE GRATE IE 12.E68"(IN)NW STORM D GRATE 126.00 SEE DETAILS 8 e IE 128668" T a.s a.s W ADA GRATEE Scale:1"=5'V.1"=10'H `T 1 Ch Z00 N 00 5 CY) G >Q 5 G � O 0 C Ld UQ 140 140 z Z 135 135 O 00 ts FINISHED GRADE 130-_ 130 W m 40 LF 8"SD@2.2% O 125 125 O Y INLET TO DETENTION SYSTEM O E 126.00 r n V! � 120RCB 120 RIM 129.21 DATE 9/25/23 I E 126.86 8"(OUT)W SEE DETAIL DRAWN DJD/AJJ 1 115 115 CHECKED JAJ REVISIONS: STORM E PERMIT SET 9/25/23 Scale:1"=5'V.1"=10'H 95%CD 10/09/23 BID SET 10/20/23 STORM CITY OF ARLINGTON PROFILES PHASE2 CONSTRUCTION DRAWING REVIEW APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET BY: C24.20 Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS fora 1430 NE 65th Street Seattle WA 98115 t:206-322-1732 for Jand Fore Landscape Architects '4 El 4 ® - - - IIIFA z a_ PROJECT MANAGEMENT ii v ROCKPROJEC MANAGEMENT 7717 (425)572.6 78 LANDSCAPE ARCHITECTURE ..t. FO SCAPE ARCHITECTS w (206M)=22-1732 ARCHITECTURE Z_ DY EMAN ARCHITECTS —SD SD—SD— CIVIL:(425)259-3161 JACOBSON CONSULTING ENGINEERS +j '-Ire L206)426-2600 E ECTR CAUPLUMBING: METRIX ENG NEERING (425)336-2 STRUCTURAL: SEATTLE6)343 STRUCTURAL PS INC. r11DW (20 3000 1- �J �7U J � � u u 1UTT'i ' m I-7-8TFrPL. NE- - — - — - T 321 1,".Cl 12712 TUI nr cr" 7c TI cll�T�' 'AD�*� 11 n, L1111111E 10111ER R-W TREEI (T11CAL) C\j z N 00 SITE IMPROVEMENTS LEGEND(Symbols sho.n at 1" = 101-01.) 0') GENERAL NOTES < SYMBOL ITEM NOTES 3: 1. DO NOT SCALE DRAWINGS. SCORE JOINT 4—1—4 4 CHAIN LINK FENCE, SEE SPECIFICATIONS AND DETAIL. e O 2. REFER TO CIVIL DRAWINGS FOR GRADING, UTILITY AND E DETAIL, tl HT., BLACK MNYL-COATED ADDITIONAL LAYOUT INFORMATION. 0 SEE SITE PLAN FOR JOINT AND SCORING PATTERN SE 'CONCRETE PAVING SEE CVIL DETAILS AND SPECS FOR ADDITIONAL REQUIREMENTS. \�4�OO 4 3. REFER TO ARCHITECTURAL FOR BUILDING GRID LAYOUT EXPANSION JOINT INFORMATION. WOOD PRIVACY FENCE, SEE SPECIFICATIONS AND DETAIL. 4. VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND Ld SCORE JOINT 6'HT UTILITIES BEFORE BEGINNING WORK. z --1 -:I=SPECIALTY CONCRETE PAVING, 2 TYPE 1 SEE SITE PLAN FOR JOINT AND SCORING PATTERN, SEE DETAIL,/ 5. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY Z EL EXPANSION JOINT SEE CIVIL DETAILS AND SPECS FOR ADDITIONAL REQUIREMENTS.\L4 OO DISCREPANCIES FOUND IN PLANS OR DEVIATIONS FROM PICNIC TABLES, TYPE 1 SEE SPECIFICATIONS. DOCUMENTED ON-SITE I CONDITIONS. FAILURE TO NOTIFY THE ARCHITECT IN A TIMELY MANNER AS SPECIFIED 0 SCORE JOINT SHALL RESULT IN CONTRACTOR TAKING RESPONSIBILITY FOR ANY AND ALL REMEDIAL MEASURES REQUIRED. SPECIALTY CONCRETE PAVING, TABLES, TYPE 2 SEE SPECIFICATIONS.NG, SEE SITE PLAN FOR JOINT AND SCORING PATTERN, SEE CIVIL 6. STRING DIMENSIONS OF SITE IMPROVEMENTS ARE FROM a_ C-6 TYPE 2 DETAILS AND SPECS FOR ADDITIONAL REQUIREMENTS. GR DUNES, FACE OF BUILDING WALL, BACK OF CURB OR -0 TABLE&CHAIRS SEE SPECIFICATIONS. . EXPANSION JOINT COORDINATE POINT AS SHOWN ON PLAN. 2! 1� 7. WHERE DIMENSIONS ARE IN FEET ONLY, CONTRACTOR IS ASPHALT PAVING REFER TO CIVIL. CVVVo 0% TO ASSUME THEY ARE 0" (E.G. 12' = 12'-0") S� . ui T TYPE 1 TYPE 2 � SEAT CUBES SEE SPECIFICATIONS. 8. MARK OR STAKE LOCATIONS OF FENCING, SITE WALLS, 0 RAMPS, WALKS, ETC. FOR APPROVAL BY ARCHITECT, PER 121- SPECIFICATIONS, PRIOR TO INSTALLATION. 0 >1 (D RIVER ROCK COBBLE SEE SPECIFICATIONS AND DETAIL. r6 ADIRONDACK CHAIRS SEE SPECIFICATIONS. 9. FENCES OVER 6' HEIGHT WILL REQUIRE SEPARATE 0 BUILDING PERMIT. u) E LITTER RECEPTACLE SEE SPECIFICATIONS. C0 SEE SPECIFICATIONS A DATE SYNTHETIC TURF AND DETAIL. 2 FLAGPOLE SEE SPECIFICATIONS AND DETAIL. DRAWN COMMUNITY PANEL SEE SPECIFICATIONS. CHECKED REVISIONS RUBBERIZED SAFETY SEE SPECIFICATIONS AND DETAIL. BIKE RACK SEE SPECIFICATIONS AND DETAIL. L4.00 PERMIT SET 9/28/23 SURFACING LANDSCAPE BOULDERS SEE SPECIFICATIONS AND DETAIL. RAISED CONCRETE SEE SPECIFICATIONS AND DETAIL. CATENARY POLES & LIGHTING SEE DETAIL, REFER TO ELECTRICAL AND PLANTER L4.01STRUCTURAL FOR ADDITIONAL REQUIREMENTS. L4.03 OVERALL PA PLANTING AREA REFER TO PLANTING AND SOILS PLANS. SITE PLAN CONCRETE SEAT WALL SEE SPECIFICATIONS AND DETAIL. LAWN LAM REFER TO PLANTING AND SOILS PLANS. N CHAIN LINK FENCE, SEE SPECIFICATIONS AND DETAIL. SCALE:1"=30'-O" 6 HT., BLACK VINYL-COATED (1) L1 .00 0' 15' 30' 60' 120' W W _ _ Ufora 'AID I r- ' 1430 NE 65th Street / Q c Seattle,WA 98115 G t:206-322-1732 iforaJand ---_ r N Fora Landscape Architects 2 / nn ,� O O Pe "-�"--' ---- J J A S I nn O„ e �Pe°ad�l1bl3 msmi Z CHAINLINK FENCE, UU" 6' HT., TYP. L4.02 �P PICNIC TABLE, TYPE 1, 1� �1 TYP., SEE SPECS. \ I ATENARY POLE, CONCRETE SEAT a T REFER TO --° -- - - --- I WALL,-TYP. 1 - ---s — — °n dl 5 $TRULY. MANAGEMENT '+` + { w PROJECT MANAGEMENT: ROCKPROJECT \ ° ° \-_ + '^ ' «+ _ * LGHTPOLE, TYP., LANDSCAPE ARCHITECTURE: L4.03 a --- _+r,Y ,-.-; FORA LANDSCAPE ARCHITECTS REFER TO ELEC. \ WASTE RECEPTACLE, (CH)3z2-1]3z t 4 ° TYP. SEE SPECS. _ + ° ' ARCHITECTURE. SPECIALTY CONCRETE PAVING, DVKEMAN ARCHITECTS CONCRETE PLANTER + (4251259-3161 \ a a TYPE 2, TYP., SEE SPECS, awL: WALL, T P. SEE CIVIL «`'+•+ETENTION ARE ` JACOBSON CONSULTING ENGINEERS (206)426 2600 FER TO CIVIL, ` ' ELECTRICALIPLUMBING: ❑ @40 STAGE, SEE ARCH. METRI%ENGINEERING )\ PA (RU ash zszz Q v CONCRETE.SEAT ° �\ STRUCTURAL S® SEATTLE STRUCTURAL PS INC. J �O / 1 WALL, TYP.-) ° D CONCRETE STAIRS,' (288)343-3000 FX\� D `(2) RISERS J \\ 5' 4.LI 4 e i ONUMENT STEPS 44 ° S Q e/ 4 + «3 ° \ R 32 CONC E 9EAT`„W L4.01 1 4 WALL, ^ Hw J / ART ELEMENT 1. 0 O \ ` LAWN 1..1... ° ° a 00 CONCRETE PLANTER I PA a 4 a Z N WALL TYP. 00 8 � W L 01 a 4, a °I o I ' PA _ ART'ELEMENT 2 9U GEC IRS,. a SEE' PECS. I ' I� a USESa o a C 1 SERT I «a O 4 c a4 L---- TW. SEE.PECS.If d- b t� C CON P TER I p CONCRETE SEAT a -13 U Q 2 E W TYP. _ ;WALL, TYP, r �SPE IALTY ONCR TE o ' L4.01 1 PAVI G E�, ., 4 I I SCEAET sPAT�RcY s I I _ ® ® ® —_— —'—-. Lu PA e01 a iaa— z IGHTI G CATENA EC Z EL 5 RTYP. EFERTO S SID L4.03 STRUC _L -- JI O � 4 O � ° a a —S♦ „' LANDSCAPE L4.00 4 TA13LE&C AIRS, BOULDER, TYP. �\ TYPE 1, T�'P, SEE. NCRETE PLANTER \� '� 6 ' C,6 SO WALL, TYP. 2 RIVER ROCK O e L4.01 COBBLE, TYP.L4.00 6 i -SEAT CUBE ' W m BIORETENTION AREA, REFER TO CIVIL. PA FLAGPOLE CONCRETE PAVING, � O a. e _ O L4.03 *, ^ ,�., TO TYP. R O 4 a ° BIK RACK Typ, ENd AN1�E GIN L 103 t'03 L4.03 ° " 4 + + + ,„ « ; a a" _ _ COMMUNIT L. EE SPEC _ O ; +' RAMP, TYP., �° --- ° LIGHTPOLE, TYP. ++ C _ co — _ 4.00 2 REFER TO CIVIL _-_--REFER TO ELEC. ° __ter - a _ _ -- - - DATE i 1 I 9/15/23 - PA ' DRAWN A __- PA CHECKED d REVISIONS: PERMIT SET 9/28/23 ASPHALT PAVING, TYP., ' REFER TO CIVIL. I Q_ _ _ _ _ - - SITE PLAN 1 7U IT H PL. NE ENLARGEMENT N SCALE:1"=10'-0" L 1 .01 0' 5' 10' 20' 40' w w _ Z ' Z Z Z-.. _- — — J 'J J J _ _ _ = r c cc //,J cc cc NE Street C G / / Seattle WA G G 06-32293215 ' t— ora.lantl NINK FENCE, a O ' O F ore Landscape Architects 6' HT., O O VF HT., TYP. OF WASN PA PHASE 1 PHASE 2 RBIOREFE _ �z Z REFE a� Ex aa� aa� aaa� aa� a� a� aa� aa� •«�+� +♦ a� a� aa� a� a� a� aa� — — — — — — — — — — aa��— �� _x� ��\+'«.` «�'` PROJECT MANAGEMENT: p LIGHTPOLE, TYP., `w«++i`'xi*+ ROCK�2 88�8 T MANAGEMENT C ' REFER TO'EL \ 4`++` LANDSCAPE ARCHITECTURE: 133 �\ ` '+ FORAL2-1732 PE ARCHITECTS (206 PAVING, ARCHITECTURE: =CS, �� `x+ x DVKEMAN ARCHITECTS ` (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS 4RCH. ' (zos)azs-zsoo *+ \ ELECTRICALIPLUMBING: METRI%ENGINEERING (425)336-2622 STAIRS,' STRUCTURAL: \\ \ SEATTLE STRUCTURAL PS INC. 4.02 ` .AWN ' \ I ` LAWN \ N \\� 00 �. z \ z \ O STOR VAULT REFER REFER TO CIVIL:� ____ --- / z D LSD ,SD SD SD-SD-SD-SD-SD- LT 0 0) 4 O L4.00 9 _ --- PECIALTY;CONCRETE PAVING, -p I AREA, TYPE 2, TYP, SEE SPECS, AL A32 SEE C m CONCRETE PAVING, TYP., -REFER-III CIVR a.- PA C -717 x + * « « + + + x� « + * a + ' x x + + E -- -- _--- L a REFER TO C0 E C�- �- - - - -�� ---- -- - DATE I 9/15/23 'A PA 9 _ ' - - PA DRAWN 7 CHECKED REVISIONS: PERMIT SET 9/28/23 ' ASPHALT PAVING, TYP., ' REFER TO CIVIL. - - - - - - - - - - - SITE PLAN 178TH PL. NE ENLARGEMENT N SCALE:1"=10'-0" (J) L 1 .02 0' 5' 10' 20' 40' LLI LLI :z U U fora � ' 1430 NE 65th Street G G t 206-322A93215 fora.land J ' J e ForaLaoasoapenronrce�ts CHAINLINK FENCE, 6' HT., TYP. L4.0 --——————————————— OF ASNi � 131 BIORETENTION AREA, \ � � �Peo a�`nnU/3 ssFZ o2 REFER TO CIVIL. CHAINLINK SINGLE SWING U • AN GATE, 4' HT. -. _ ~ o 3 LAWN N L4.02PAVING,� ASPHALT TlP. ® 1g °4 REFER TO CIVIL.PICTIC-SHELTER.-__ OSCq3sp EE%PA.6R12 G�Q PA REFER TO ARCH. SYNTHETIC TURF, ° v V V V ° \ PROJECT MANAGEMENT: ° \ CHAINLINK FEN E, ROCKPROJECT MANAGEMENT TYP. Zda - I' ✓ v v v \ \ 4' HT., TYP. L4.02 WOOD PRIVACY FENCE, LANDSCAPE AR ./a ° ✓ ✓ ✓ V V V V VV V V °d \• \ �6' HT., TYP. LANDSCAPE AR ECTURE cP� PICNIC TABLE, TYPE l" ✓ ✓ ✓ ✓ ✓ v v v v ✓ ✓ - 1�5 �� I e (ORALAND30APE ARCHITECTS 4 2, TYP., SEE SPECS. ° a d ✓ v v ,✓ ✓ I' ✓ v v v v v v✓ ✓ ✓ - °' M L4.05 ARCHITECTURE: \ ^ - V V V V ✓ V V V V V ✓ V ° c� A `y DYKEMAN ARCHITECTS •V`y � ®a CONCRETE PAVING, a ✓ ✓ v v v �I' ✓ ✓ v ✓ ✓ ✓v✓ ✓ v v ✓ (425)259-3161 TYP.,REFER TO CIVIL �/ v v v ✓✓ ✓ v ✓ ✓ V v✓ v ✓ ✓ V✓ v v v v ✓ v` I CIVIL: ^*' ° ✓ V V V V V ✓ V V % JACOBSON CONSULTING ENGINEERS ECTR`n0 RUBBER i� v v✓ ✓ v v v v v ✓ v v v v v ✓ v ✓ ✓ I' ✓ v v ✓ ✓ ✓\ EMBANKMENT SLIDE 426-2600 SURFACING. ✓ ✓ ✓v v v - - v v ✓ v ✓ v ✓ v v✓ �✓ :..v v✓ ✓ ✓ ✓ ° ° TYP. / ✓ ✓ - - _ - ✓ V V ✓ ✓ ✓ ✓ ✓ V ✓ e I (425)336-2U2 EERING / ° ✓ - - _ _ ✓ ✓ ✓ ✓ V ✓ ✓ V V✓ ✓ - L404 STRUCTURAL: C NCR TE PL NTE / ✓ - - -- - _ ✓ v v i V ✓ ✓ ✓ v ✓ I SEATTLE STRUCTURAL PS INC. W L. YP4 / _- _- - _ - -_ _- - V TT V ✓ V ✓ ✓V (206)343-3000 _ - ✓ v SYNTHETIC TUR TYP. ABLE &CHAIRS, ° _ -___ -._ _.- _- _ .- _.- _ - _- T V ✓ v ✓✓ v v v✓ ` ♦ PE . SE / a _ _ - _ _- - - _ -- _ .v v ✓ v ✓ I' ✓ v✓ 2 r I I PA a\ @Cs °. _ _ _ _ _ a �✓ v v v v ✓ i L404 _BRICK PAVING,-DONOR __ - _ __- __ \-\_ --° ✓ v v v v v✓ I' RUBBER SURFA ING, BRICKS JOKE_ 3- _ ✓ ✓ ✓ ✓ ✓ v v v - I TYP. III ° -COORDINATE— 4.00 _ _ — _ _ —v v ✓ ✓ v v ✓ 1 _ _ ✓ V PLAY EOUIPMENLI IN I / THIS AREA TBD ��SD LSD mommtSD SD—SD - SD - - -��S _ _ M \ I r7 ' w \ I .`,";_.' TA LE LI SPE S' 1 - I L 4 R O ARCH R FETRO M _ 6HAINLINK - _ - - DOUBLE SWIN -PEDESTRIAN GATE# 7'- , ' a _ _ _ a o ° EL ° 05 STORMWATER VAULT, -:a - CHAI N-L IN-K—FENC--E, R EFER°Tb CIVIL. _- 130 a- _ ° P' Q W1 m PA PA 4' HT., TYP. 5 BIKE__ 0 RSAECE SPECS. ---- - PHASE a REFER TO CIVIL P., AD -AM P A E CpETE S. RE ER TO CIVIL-CON A (3) R SERS T a ° L4._ CONCRET PAVI G, TY ., - LR HER T=LE -- \ DADA AMP, ° O DWY -- - ° 'REFER TO CI L. REF_R TOD WIL DATE I 9/15/23 DRAWNPA PA p PA'- CHECKED PA 8 5 �p� REVISIONS: Q I _ i�9 y� PERMIT SET 9/28/23 \/siLL7/S`��n ' BIORETENTION AREA, 12 P REFER TO CIVIL. 1 - - - - - - - - - - - - - - - - - - - - - - - - SITE PLAN 178TH PL. NE ENLARGEMENT �v N SCALE:1"=10'-0" J) L1 .03 0' 5' 10' 20' 40' . fora 1430 NE 65th Street /j Seattle WA9315 22 2raJantl Fora Landscape Architects 2 02 . 0 L � J � OF wAsy ... .- I° 9 Z U O b J I CS 3y E%P.612��� '1 C M �M E A W III : : : : I I I I I I I ••••.....: I I— - PROJECT MANAGEMENT: C I - ROCK PROJECT MANAGEMENT 3 I. )i 3. f , lY p {{ J )3 I� t L lib _ 425 5]2�88I8--- - - ( ) a ..II. .....::"'•'••:•: :•� - - - LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS :: .: :: :. :::. :•':.'. - - - - (206)322-1]32 0 J ;.... .....::.... .. ....y....:...•.....:::• - - - - - I ARCHITECTURE: •a sv '•I D25)259 ARCHITECTS ( 1 425 259-316... . ..... ..... .. .. ......... ..... _ _ rr _ - t 1-- CIVIL: 1 1' ® ea - • w• ......'.':.. :�::: JACOBSON CONSULTING ENGINEERS ;w F - - - - - - - - 2 426-2 W C 600 ( 1 ELE T IXENPL MEIN C U G Y METRI%ENGINEERIN G ......:..... I _ __ 425 TURAL22 O - •�i: '•t}. 5 '+tiil: M,S',•" •o:b' '♦•• STRUCTURAL: `i'' • �•.::.:' �' - - SEATTLE STRUCTURAL PS INC. „ G + '•�•• ,�,, � (208)343-3000 1 W' I •SD S -SD SD SD I v m r°T 178TH PL N L � T O °178TH PL E - - - 178TH ' .'PAL,. O « ° ° y °a« ,T .AA, —► a°eT°, Tw,., M «al / °oqL °sTEA. o .oP rn'P AN - TIP or°Tze ,000r os aroT°a 00 E AREE6 Q� w�i°c`Aie aoae ,A�s ° Aw 6` V 55 °e—A�,NPT° 5 ` O PLANTING NOTES TREE PROTECTION NOTES: O 1. A 6-FOOT HIGH TEMPORARY CHAIN LINK FENCE MUST BE PLACED AROUND THE Q 1. SUBMIT COLOR PHOTOS REPRESENTATIVE OF PROPOSED NURSERY STOCK FOR EACH PLANT SPECIES AND CRITICAL ROOT ZONE OF TREES TO REMAIN FOUR BUSINESS DAYS PRIOR TO THE VARIETY LISTED IN LANDSCAPE SCHEDULE. FINAL APPROVAL OF PLANT MATERIAL WALL NOT BE PROVIDED COMMENCEMENT OF DEMO & EARTHWORK. NOTIFY THE LANDSCAPE ARCHITECT TO Lu UNTIL DELIVERY AND REVIEW ON SITE. OBTAIN THE INSPECTION AND WRITTEN APPROVAL OF TEMPORARY PROTECTION FENCING d 2. CONTAINERIZED TREES ARE STRONGLY DISCOURAGED. TREES WITH LARGE CIRCLING ROOTS OR T00 DEEP AROUND TREES TO BE SAVED. ROOT SYSTEMS WILL BE REJECTED. 2. THE CRITICAL ROOT ZONE (CRZ) FOR A TREE SHALL BE ESTABLISHED ON THE BASIS 3. ALL ROOT PACKAGES MUST BE FREE OF ANY WEEDS. OF CANOPY DROP LINE PLUS AN ADDITIONAL TWO FEET. ALL WORK WITH IN THE CRZ O WILL REQUIRE ARBORIST CONSTRUCTION MONITORING. I� 4. TREE STAKING REQUIREMENTS WILL BE DETERMINED BY LANDSCAPE ARCHITECT AT THE TIME OF PLANTING. 3. NOTIFY THE LANDSCAPE ARCHITECT IF PRUNING OF EXISTING TREES TO REMAIN IS PROPERLY PROPORTIONED AND PLANTED TREES WITH HEALTHY ROOT PACKAGES MAY NOT REQUIRE STAKING. REQUIRED FOR CONSTRUCTION OPERATIONS OR ACCESS IN ORDER TO OBTAIN THE 05 5. ALL TREE STAKES MUST BE REMOVED BY THE CONTRACTOR BY THE END OF THE FIRST FULL GROWING INSPECTION AND WRITTEN APPROVAL OF TREES TO BE PRUNED. \ -p SEASON. 4. SIGNAGE NOTING THAT TREES WITHIN THE FENCING ARE TO BE SAVED, AND THAT NO T 6. AT THE DIRECTION OF THE LANDSCAPE ARCHITECT, PRUNING MAY BE REQUIRED TO REMOVE DAMAGED, MATERIAL STORAGE IS ALLOWED WITHIN THE FENCING SHALL BE PLACED ON THE FENCE W m CROSSING, MISSHAPEN OR LOW BRANCHING LIMBS. TREES SHOULD NOT REQUIRE SIGNIFICANT PRUNING TO IN A CONSPICUOUS LOCATION. CORRECT HEALTH OR AESTHETIC DEFICIENCIES. '� 5. NO STOCKPILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED WITHIN THE a 7. PROVIDE A 4' DIAMETER BY 3" DEPTH MULCH CIRCLE AROUND ALL TREES PLANTED IN LAWN AREAS. LIMITS OF THE TEMPORARY FENCING. ONLY LIMITED INTRUSION INTO TREE DRIPZONES WILL BE ALLOWED WITH PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT. 0 >+ 8. REFER TO CIVIL DEMOLITION DRAWINGS AND SPECIFICATIONS FOR REMOVAL REQUIREMENTS AND CONSTRUCTION TREE PROTECTION AREA (D FENCING. 6. NOTIFY THE LANDSCAPE ARCHITECT TO OBTAIN INSPECTION AND WRITTEN APPROVAL IF o FILLING, EXCAVATING, OR CLEARING MUST OCCUR WITHIN TREE PROTECTION FENCING. 9. REFER TO CIVIL PLANS FOR NEW UTILITY WORK. CONTRACTOR RESPONSIBLE FOR PATCH AND REPAIR OF ALL WHEN POSSIBLE, FILLING, EXCAVATING AND CLEARING SHOULD ACCOMPLISHED BY HAND ie u) EXISTING LANDSCAPE AREAS DISTURBED BY CONSTRUCTION WORK UNDER THIS CONTRACT. METHODS ONLY WITHIN THE TREE PROTECTION FENCING. V J C0 10. REFER TO PLANTING AND SEEDING SPECIFICATION FOR ADDITIONAL REQUIREMENTS, INCLUDING EXTENDED 7. ROOTS OF TREES TO BE SAVED WHICH ARE DAMAGED DURING CONSTRUCTION WILL BE MAINTENANCE REQUIREMENTS. TREATED IN THE FOLLOWING WAY: FOR DAMAGED ROOTS OVER 1" IN DIAMETER, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION OF THE ROOT. ALL DATE 9115123 11. INSTALL 3" DEPTH SPECIFIED MULCH IN ALL NEW SHRUB AREAS. EXPOSED ROOTS WILL BE TEMPORARILY COVERED WITH DAMP BURLAP OR WOOD DRAWN SHAVING TO PREVENT DRYING AND COVERED WITH EARTH AS SOON AS POSSIBLE. 12. TO MEET AND EXCEED THE INTENT OF BMP L613 CONTRACTOR TO FOLLOW SPECIFICATIONS AND THE CHECKED FOLLOWING GUIDELINES FOR TOPSOIL PLACEMENT: 8. SEE PLAN FOR LOCATION OF EXISTING TREES TO RECEIVE TEMPORARY FENCING. AT NEW PLANTING BEDS AND LAWN AREAS, PLACE 4" OF IMPORT TOPSOIL UNIFORMLY OVER ENTIRE AREA REVISIONS: AND THOROUGHLY ROTO-TILL TO INCORPORATE INTO TOP 4" OF EXISTING SUBSOIL, PAYING SPECIAL 9. ALL REMOVED TREES WITH IN CRZ OF RETAINED TREES SHALL NOT BE RIPPED OR ATTENTION TO THOROUGHLY MIX AND LOOSEN SOIL IN AREAS COMPACTED BY CONSTRUCTION. AT PLANTING PULLED FROM THE GROUND. THE STUMP MUST BE GROUND WITH A STUMP GRINDER. PERMIT SET 9/28/23 BEDS, PLACE REMAINING 4" OF IMPORT TOPSOIL. 2'MIN CRITICAL ROOT ZONE, SEE NOTE#2 13. ALL NEW PLANTING AREAS TO BE COVERED BY A PERMANENT IRRIGATION SYSTEM. TREE PROTECTION FENCING � NTS OVERALL PLANTING PLAN & NOTES N SCALE:1"=30'4' mm� J) L2.00 0' 15' 30' 60' 120' li 0a w Lu Ufora 1430 NE 65th Street Seattle,WA98115 732 N+ � -------__ Fora Landscape p Architects ;, C14 IN ---- — �— ------- ---- --- ---F - ------ _ ----- �— ---__ J J _ OF WASy Rq SMGNC M nM 0 e �I �a 39 E%G��6° 126ry\�24 PEP 6A�O� r2 i �IIJr ,,yrl`� Epp Os ++ PROJECT MANAGEMENT: \ I H H + + ♦♦yH f y ROCK PROJECT MANAGEMENT d ++„+++++++++++++}}++} } } A(42)572-68]&CHITECTURE: ° ND CAPE AR } } + + + + + i FORA LANDSCAPE ARCHITECTS + + + } (206)322-1T32 �+ + + + + + + + +I + } ARCHITECTURE: \ da I + } + + + + + + } } } DVKEMAN ARCHITECTS +`+ + } } } } { } (425)259-3161 + + + + CIVIL: + + \ +++++}+ + ++ + JACOBSON CONSULTING ENGINEERS } 426 2600 (206 1 +`+ + + + + + } } ELECTRICALIPLUMSING: + + } } + } } } + METRI%ENGINEERING a Q + + + + + SRUCTU S ( 62822 Q 11 S a + + + + + + + SEATTLE STRUCTURAL PS INC. S S® H a ® � J J V d + + + + }' +} + (208)343-3000 + \++ ++ + ++ + + } } H ` H 4 /. J J J d + + M x , H J } + + } d a a ° d d ' * 1 x ` „ = x o HH / `+ d / + + + } _Z SS a d 4 ❑ d a d � + + ' + + IL Ii + + + + + O HS + } + . H a + + + + + s o � la H °o d + M � + + } _ M I d + + + + z N s M „ + + + i N s � s + a a 4 � + + +I + 00 III H � � W � H 4 a a H dd + d I H H'HH• «rn + r^ d a � + )++++ ++ +a + + ++ ++ +M � ad + + + + + } ++ + + + +++ oL W d Ld J J JJ + +�+ + + + L + + ` _ + + a_ 05 + + + + + + } + r ® ® ` + + r x, /+ + + + + + + CID + W_ d �� ; + + + + + + + _ a. x + � r r d d \ 4 a + + O `c n d a a a d e x a o ^ +, r _ ^ « xr + ` r „x x r ` x ` A — — �! DATE 911-3 DRAWN A . A q 6 A A A -- -- 7 CHECKED A A A A REVISIONS: PERMIT SET 9/28/23 A A A �aaaaa�SG LSD LSD LSD LSD LSD SDI +SD LSD LSD�SD� � 1 _ _ _ _ _ — — _ _ _ _ _ — _ — — PLANTING PLAN 178TH P�-R# F W ENLARGEMENT N SCALE:1"=10'4' (J) L2.01 0' 5' 10' 20' 40' Lu Lu Lu Lu z_ z- z_ ' z_ J 'J -1 J _ _ _ = fora Q ' Q ' Q 1430 NE 65th Street c cc cc cc Seattle,WA 98115 C G /� ' G G f r Jand2-1]32 _ y�, fora.lantl N � N ch Fora Landscape Architects (V N N N -- - f __ __ __ ___ OF WASH/ JRAS N 8 8 � � 8 yP2O ad�bl3 ssFZ Z f 9 Z U E%P.6128 -FAH 11 �� } ,oY�� PROJECT MANAGEMENT: T ... -I—i�+�- + + + + + + �: ` ''p M 4k' a ROCK PROJECT MANAGEMENT + + + + + + + } + + + + + + + + + + + + + + + + { + +++++{+ { + + + + + + + '+•4i`'=`i+,` (425)5]2.88I8 } + + + + + + + + + + + + + } + + _'`+ LANDSCAPE ARCHITECTURE: + + + + + + + + + + + + + + { + + + + + + # + { •+ _ ^•`+ E ARCHITECTS + + + + + + + + _ + + + } ++ + + + + + + + + + + + + + + + } �—��11}# _ x (20�LANDSCAPE AP + +_"} +___ +—— + } + + + + } + + + } + } + + + + + + + + }- + }. + + '` ' ' ` ` ARCHITECTURE: + + + { + + + + } + + + + " `^' ` DVKEMANARCHITECTS ++}]+++++++ +++++++{ {++}}+++ + + + + + + _+--+ + } + + + ++'+ + { + + +++} {++++++ + + + + + ,+ + + +`�, +,_ CIVL51259-3161 + + } + } + + + { + + ,+ + + + } + + + { + + + + + + + + + +'..+ + + + +++' '+`"' S JACOBSON CONSULTING ENGINEERS + + + } + + + + + + + + + } + + + + + + + + + + + + + + + + + ++ + + { + + + + + + + + + + + + + + + + + + + }- +_--_} { + + +�- + +`\ (206)426-2600 ELECTRICAUPLUMBING: + + { + + + + } + { { + + + + + + + } + + + + + } + + + + + + + } + + METRI%ENGINEERING + + + + + /H + + + + + + + + + } + + + + + + + + + -F. } ++ ' (425)336-2822 f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + } + + + + + + + + + + + + + + + + + + + + + + + + + }+++++{/ + } + + + + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + } + + + + + + + + + + + ++ STRUCTURAL PS INC f + + S SRUCTTTURAL } + +r' �� (28)343-3000 H + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + } + + + +... + + } + + T + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + +++++{+ + + +++++++++{++++++++++++++++++{+ + + + + + + + + + ++{+++++++++++++++++{+++++++++++++{++++++... +{+{+ ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + `+ + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �+/+ + + + + + + + + + + + + + + + + + + + + + + + + + + +`.+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + ++ {+�+'`_'+` + + + + + + + + + + + + + + + + + + + + + + + + + + + `,+ + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +�+ + + + + + + + + + + + + + + + + + + + + + + + + + ,+ + + + + + + + + + + + + + + + + + + + + + +++`,' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1+ ^+ 7 N + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + L + + + + + + + +++++++++++++++++++}++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + !+ fl++ .� _ + + + + + + + + + + + +++++++++++++++++++}+++++++++++++}+++++++++{+++}+++++++++{+++}+++++++++{+++++++++++++{++++++++ w+ \+ Q + + + + + + + + + + + + + + + + + + + + +I\+ Lu + + + + + + + + + + + + + + + + + I+ + + + + + + + + + + + + + + + +.. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + { + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +. + + ++ + + + + + + + + + + + +, + O p� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + /+ + +� � x`" ' + + + + +.+ + + + + + + + + + + + + + + + + + + } ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ + + + + +++++++{ + + + + + + + + + + + + + ++ + + + +++++{ + + + + + + + + + + +, }++ + + + + + + + + + + + + + + + + ++++++++ + + + + + + + + + + + + + + + + + + + + +, + + + ++++{+}{{{{++}+++++++ { + \\ . ° r 1 Q + + + + + + + + \+ + + + + + + + + + + + + + �++ + + + } + + -_ +_- F + + + + + + + t.J + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . . + + •' + :+ Z +{++++ + + + + m� + + + + + + + + + + + + + +�++�-F� +- + -+-+- +_+-{ +- ±-ram- - _F +_+ + =r-+ 7+-+ � +d 7 a H + + + + + + + + + _ L+srf �- sb��SD���D�I�LSD�..�.�st.�� + + + { + + + + + + { { + + + + + + + + + .. . t. '+ + +,+ + ` ' W h + + + + + + + + + + +++*'+++++++++++++++++++{+++++++++++++++++++++++++++++{+++}+++++++++++++}+++++++++ + + + + + +' 4 O L + + + + + + + + + + + + + + + + + + + +�+ + + + + + + + + + + + + + + + + + + + + + + + + + + +� t, + + + {+ + + + + + + + + + �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �-+ + + + + . + , + + + + + + + + + + + +-+ +-+ + � + + + + + s S+ + + + + + �+ + + + + + + + + + + + + + + + + + + + + +, +' + + + + + + + + + + + + + + + + +++ + + + + 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + }-� -* + + + + + + + + + +++ + { T r r + + + + + �+7H� + +++ + + + ® t O r _ + + r + x r" + 4x + ` , + r 'r r '« _ r , ,+ - ----------I_ pp -., - __ - -- - - A P - - __- - - DATE 9/15/23 '7 P -- - --I A n n 9 - - P P P P P DRAWN A A a P 7 P CHECKED J1� P P REVISIONS: A PERMIT SET 9/28/23 LSD�SDa —SD�a>—SD� SD— -SC SD�SD—SD SD SD—SD—SD SDal 1 � ' J - - - - - - - - - - - - - - - - PLANTING PLAN 178TH PL. NE 178TH PL. N.E. ENLARGEMENT (A DEDICATED PUBLIC RIGHT OF WAY) / N SCALE:1"=10'-0" L2.02 (J) 0' 5' 10' 20' 40' LLI LLI :z U U fora � ' 1430 NE 65th Street G G t 206-322A93215 fora.land CV Cl) Fora Landscape Architects O O N J --- --- ---- - --------------------------------------- OF R �4i �MMJ RAMSM�C 2, +--- -- ° BARK MULCH ONLY (\ � � � � � �.......8 � � 8 8 8 "� -• -- •.-/' - ___ H IN THIS AREA 32 ' d � H H I➢ ' PROJECT MANAGEMENT: ROCK PROJECT MANAGEMENT �� A LANDSCNDSCAPEPE AR ARCHITECTURE: FORAL PE ARCHITECTS(206 2-1732 O V d V V V I ARCHITECTURE: .. V V V V V V V V V V ` - / V V V V V V V V VV V V V V V V DYKEMAN ARCHITECTS ®-d 4 / V V V V V V V V V V V V V V V V V 4 V 425 259-3161 v v V v li ( 1 v �V VV V v V V V V � �� CIVIL: JJACOBSON CONSULTING ENGINEERS } +^\ NQ < -°/✓ V Vv v v v v v vV v V v V v v v v V v v v v v V V V �� I (206)426-2600 ELECTRICALIPLUMBING: •Y. / V V VV V V - ✓ V V V V V V V VV V vVVV V V V �, ® � V V VV V VVV V TMREUTCRTI%UREANLG: IN EERING}} / _ ° V (425)33622 S + i SEATTLE STRUCTURAL PS INC. + (206)343-3000 + + d �-✓ v V v v v + + =y , + + +411} + + + 1+ +� ' + +�+ +I + - - - - - _ - _ - - - - - - H + + + +r +1 D SDmmSD SDSQ - - - HH I Cl) 00 - - + + + ++ + ♦j �� °- --- - - - - _ - - - _ L - I Q ��� +/ +� t +« 4 4_ ;_, d - U a I + ^ ` _7-" Ld +� „ + ° + d _ I L + r� 4 I '_•+, w s ® - - - - - -__ - _ -__ _ _ _ _ - - �. H H �� BARK MULCH ONLY 05 r� �a w \ _ - -- - - - - - - - - - H IN THIS AREA � Ah, �O I Ah, Ali, Ali, 14" Sl)-t willow — — 4 ° s5 - - a -- - _ a. + g d a 4 ° E aa a ° V P P -.'- --- \ p DATE 9/15/23 DRAWN CHECKED P A A q A J J J J J J J J J J J J J A P P o P ----- - A • • • JJJ J JJ JJJJJJJJ JJJJ JJJ J J - - A 2 REVISIONS: P J J J J J J J P• q AAA � 1 E. - I -P- ' PERMIT SET 9/28/23 A A P A A A I AA� 6 DI W(P - 1 — — — — — — — — — — — — PLANTING PLAN E. 178TH PL. NE 178TH ENLARGEMENT 'OF WAIF . (A D D PUBLIC RIGHT aF WAY) N SCALE:V=10'4' (1) L2•03 0' 5' 10' 20' 40' SCHEDULE fora DECIDUOUS T ES BOTANICAL / COMMON NAME SIZE CONDITION/REMARKS SYRINGA X 'BLOOMERANG' MIN. 18"-24" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN BLOOMERANG SERIES LILAC 1430 NE 65th Street Seattle,WA 98115 ACER X 'PACIFIC SUNSET' MIN. 2" CAL., 10'-12' MIN. HT. MATCHED, B&B., WELL BRANCHED ABOVE 6'HT. t206-322-1T32 PACIFIC SUNSET MAPLE ACCENTS BOTANICAL / COMMON NAME SIZE CONDITION/REMARKS fora.lsnd QA ACHILLEA MILLEFOLIUM 'MOONSHINE' MIN. 1 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN Fora Landscape Architects CERCIDIPHYLLUM JAPONICUM MIN. 3" CAL., 12'-14' MIN. HT. MATCHED, B&B., WELL BRANCHED ABOVE CHT. YARROW KATSURA TREE OF WASy QQ AMSONIA HUBRICHTII MIN. 2 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN �4.��3RASM LIRIODENDRON TULIPIFERA MIN. 2" CAL., 10'-12' MIN. HT. MATCHED, B&B., WELL BRANCHED ABOVE CHT. ARKANSAS BLUESTAR TULIP TREE QH ANEMONE X HY. 'HONORINE JOBERT' MIN. 1 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN NYSSA SYLVATICA 'BLACK TUPELO' MIN. 2" CAL., 10'-12' MIN. HT. MATCHED, B&B., WELL BRANCHED ABOVE CHT. HONORINE JOBERT JAPANESE ANEMONE 9yo o13a y6\,pd�'.�° SOUR CUM s Em.6I �\ CgpE ARG ASTER X FRIKARTII 'MONCH' MIN. 1 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN EEN TREES BOTANICAL / COMMON NAME SIZE CONDITION/REMARKS MONCH FRIKART'S ASTER PROJECT MANAGEMENT: ROCKPROJECT MANAGEMENT (425)572.6878 CALAMAGROSTIS X AC. 'KARL FOERSTER' MIN. 2 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN LANDSCAPE ARCHITECTURE: PINUS FLEXILIS 'VAN DER WOLF'S PYRAMID' MIN. 8'-10' HT. FULL AND BUSHY TO BASE, B&B OR CONT. FORA LANDSCAPE ARCHITECTS FEATHER REED GRASS LIMBER PINE (206)322-1732 ARCHITECTURE: DYKEMAN ARCHITECTS PSEUDOTSUGA MENZIESII MIN. 8"-10' HT. FULL AND BUSHY TO BASE, B&B OR CONT. DESCHAMPSIA CESPITOSA MIN. 2 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN (425)259-3161 CIVIL: DOUGLAS FIR TUFTED HAIR GRASS JACOBSON CONSULTING ENGINEERS (206)426-2600 ELECTRICALIPLUMBING: METRI%ENGINEERING THUJA PLICATA 'HOGAN' MIN. 8'-10' HT. FULL AND BUSHY TO BASE, B&B OR CONT. O JUNCUS PATENS 'ELK BLUE' MIN. 2 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN (425)336-2822 SPREADING RUSH STRUCTURAL: HOGAN CEDAR SEATTLE STRUCTURAL PS INC. (206)343-3000 SM ACCENT TREES BOTANICAL/COMMON NAME SIZE CONDITION/REMARKS MISCANTHUS SINENSIS 'ADAGIO' MIN. 5 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN ADAGIO EULALIA GRASS ACER CIRCINATUM (MULTI—STEM) (3) 1" CAL. TRUNKS, MIN. 8'-10' HT MATCHED, B&B., WELL BRANCHED VINE MAPLE �E PENNISETUM ALOPECUROIDES 'HAMELN' MIN. 5 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN HAMELN DWARF FOUNTAIN GRASS AMELANCHIER X OR. 'AUTUMN BRILLIANCE' (3) 1" CAL. TRUNKS, MIN. 8'-10' HT MATCHED, B&B., WELL BRANCHED © PEROVSKIA ATRIPLICIFOLIA 'LITTLE SPIRE' MIN. 1 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN 'AUTUMN BRILLIANCE' SERVICEBERRY LITTLE SPIRE RUSSIAN SAGE \T SHRUBS BOTANICAL / COMMON NAME SIZE CONDITION/REMARKS POLYSTICHUM MUNITUM MIN. 2 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN j O r CORNUS STOLONIFERA 'ARCTIC FIRE' MIN. 24"-30" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN WESTERN SWORD FERN ARCTIC FIRE DOGWOOD Co Q SEDUM X 'AUTUMN JOY' MIN. 1 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN Z N 00 CORNUS STOLONIFERA 'KELSEYI' MIN. 12"-15" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN AUTUMN JOY SEDUM 1 KELSEY DOGWOOD J SESLERIA AUTUMNALIS MIN. 1 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN O FOTHERGILLA GARDENII MIN. 18"-24" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN AUTUMN MOOR GRASS DWARF FOTHERGILLA ACCENTS BOTANICAL/COMMON NAME SIZE CONDITION/REMARKS p HAMAMELIS X INTERMEDIA 'ARNOLD PROMISE' MIN. 5'-6' HT/SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN O Z� ARNOLD PROMISE HYBRID WITCH HAZEL }}}}} LAWN — DRILL SEEDED N/A SEE SPECIFICATIONS O HYDRANGEA QUERCIFOLIA 'PEE WEE' MIN. 18"-24" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN L OAKLEAF HYDRANGEA LAWN — HYDROSEEDED N/A SEE SPECIFICATIONS ILEX CRENATA 'GREEN ISLAND` MIN. 24"-30" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN GREEN ISLAND JAPANESE HOLLY O 00 ® LONICERA PILEATA MIN. 18"-24" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN PRIVET HONEYSUCKLE 06 MAHONIA AQUIFOLIUM MIN. 24"-30" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN 2! OREGON GRAPE W MAHONIA AQUIFOLIUM 'COMPACTA' MIN. 18"-24" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN 0 COMPACT OREGON GRAPE O a T 0 MYRICA CALIFORNICA MIN. 24"-30" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN p PACIFIC WAX MYRTLE u) V! Of) O RIBES SANGUINEUM 'KING EDWARD VII' MIN. 30"-36" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN RED FLOWERING CURRANT DATE 911-3 ROSA NUTKANA MIN. 24"-30" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN DRAWN NOOTKA ROSE CHECKED O RUBUS PARVIFLORUS MIN. 18"-24" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN REVISIONS: THIMBLEBERRY PERMIT SET 9/28/23 ® RUDBECKIA FULGIDA SULLIVANTII 'GOLDSTURM' MIN. 1 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN BLACK—EYED SUSAN ® SPIRAEA BETULIFOLIA 'TOR' MIN. 18"-24" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN BIRCHLEAF SPIREA PLANTING O SYMPHORICARPOS ALBUS MIN. 18"-24" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN SCHEDULE COMMON WHITE SNOWBERRY N SCALE:1"=10'4' L2.04 (1) 0' 5' 10' 20' 40' CONIFEROUS TREE PRUNE TREES ONLY DIRECTED IN FIELD BY LANDSCAPE ARCHITECT. BROADLEAF TREE MATERIAL, SOFT POLYPROPYLENE MIN. 900 CONIFEROUS TREE fora MATERIAL, 3/4" WIDE, MIN. 900 ARBORTIE SOFT POLYPROPYLENE II SOFT POLYPROPYLENE MATERIAL, 3 LB.BREAK STRENGTH. NO MATERIAL, 3/4" WIDE, MIN. 900 3/4"WIDE, MIN. 900 LB. BREAK RUBBER HOSE AND HARE LB. BREAK STRENGTH. NO STRENGTH. ARBORTIE OR SYSTEMS ALLOWED. ATTACH IN MAINTAIN OR CREATE APPROVED EQUAL. NO RUBBER 1430 NE 65th street FIGURE 8 PATTERN AS LOW ON RUBBER HOSE AND HARE SYSTEMS ALLOWED. ATTACH IN A TERMINAL BUD ON U HOSE AND WIRE SYSTEMS Seattle,WA 98115 THE TRUNK AS POSSIBLE. FIGURE 8 PATTERN AS LOW ON A CENTRAL LEADER ALLOWED. ATTACH IN FIGURE 8 t206-322-1T32 FASTEN TO STAKES WITH 1" THE TRUNK AS POSSIBLE. PATTERN AS LOW ON THE fora.lana LENGTH ROOFING NAIL. REMOVE OR CUT BACK TRUNK AS POSSIBLE. . FASTEN TO STAKES WITH 1" F CODOMINANT AND �Q Fora Landscape Architects LENGTH ROOFING NAIL. POTENTIALLY IF REQUIRED,PROVIDE UP TO i - w CODOMINANT LEADERS (3) 3"DIAMETER LODGEPOLE _ (3)2"ROUND LODGEPOLE PINE _ i (3) 2"ROUND LODGEPOLE PINE x I PINE STAKES.DRIVE INTO REMOVE CROSSOVER W A c� TREE STAKES INTO SUBGRADE TREE STAKES INTO SUBGRADE II�� SUBGRADE AVOIDING DAMAGE OF Sys o BRANCHES ( b JRq N (MIN. 8'LENGTH) (MIN. 8'LENGTH) o // TO OF SAKES OR ROOTBALL. BE SBAOL ABOVE MSM�ssC� K K CREATE FLAT BENCH TO PLANT z THIN TIGHTLY SPACED 2 dV Ul3 F C o TREE AT SAME GRADE AS NURSERY W BRANCHES��\\ FINISH GRADE. y c ��— a a TRUNK FLARE MUST BE VISIBLE, c REMOVE BURLAP OFF TOP w SET CROWN OF ROOTBALL 1" fw SPECIFIED MULCH (3'DIAMETER - SLO i3 1/3 OF ROOTBALL w ELIMINATE LOWER / 9 Toy \d('' rn ABOVE FINISH GRADE 2 6� J o > MULCH RINGS IN LAWN AREAS CROWN BRANCHES TO — Os aeE%P.6I2 w GRADN L� SPECIFIED MULCH (3'DIAMETER SPECIFIED CLEAR SPECIFIED MULCH Cq PE p1tG� FINISH GRADE I I MULCH RINGS IN LAWN AREAS) TRUNK DIMENSION o � FINISH GRADE SPECIFIED IMPORT TOPSOIL Imo` SPECIFIED IMPORT TOPSOIL SPECIFIED IMPORT TOPSOIL PROJECT MANAGEMENT: ROCK PROJECT MANAGEMENT FINISH GRADE (425)572.6878 \ REMOVE BURLAP AND TWINE LANDSCAPE ARCHITECTURE: OFF TOP 1/3 OF ROOTBALL FORALANDSCAPE ARCHITECTS REMOVE BURLAP OFF TOP SPECIFIED PLANTING BACKFlLL AT A MINIMUM. CUT AND ARCHITECTURE: 1/3 OF ROOTBALL ROOTBALL TO BE FOLD DOWN TOP HALF OF DVKEMAN ARCHITECTS ANY WIRE BASKETS SPECIFIED PLANTING BACKFlLL I - — DAYLIGHT PLANTING PIT TO APPROPRIATELY (425)2593161 p _ o DRAIN, IF NECESSARY SIZED IN RELATION —AMENDED SUB SOILS CIVIL: —III- — -2600 UNDISTURBED NATIVE SOIL OR —III— — TG CROWN OF TREE co = _ _ JACOBSON CONSULTING ENGINEERS COMPACTED PLANTING BACK FlLL — - —III- (ECTR206) AUPL UNDISTURBED NATIVE SOIL OR I_ BREAK UP SIDES AND BOTTOM ELECTRICALIPLUMBING: MIN.TWICE MIN. TWICE COMPACTED PLANTING BACKFlLL III-III-III OF PLANTING HOLE METRI%ENGINEERING ROOTBALL DIA. ROOTBALL DIA. (425)336-2822 BREAK UP SIDES AND BOTTOM BREAK UP SIDES AND BOTTOM _ - COMPACT SOIL BENEATH ROOT STRUCTURAL: OF TREE PIT OF TREE PIT SPECIFIED FERTILIZER MIN. TWICE PACKAGE TO ELIMINATE SEATTLE STRUCTURAL PS INC. TABLETS IF REQUIRED ROOTBALL DIA. SETTLEMENT OR SHIFTING (206)343-3000 BY SOILS TEST CONIFEROUS TREE PLANTING NTS 2 CONIFEROUS TREE PLANTING ON SLOPE NTS DECIDUOUS TREE PLANTING A' NTS ry PRUNE TREES ONLY AS DIRECTED IN FIELD BROADLEAF TREE BY LANDSCAPE ARCHITECT. SOFT POLYPROPYLENE MATERIAL, 3/4"WIDE, MIN.900 1. BREAK II STRENGTH. ARBORTIE OR APPROVED EQUAL. NO RUBBER HOSE AND WIRE SYSTEMS MAINTAIN OR CREATE ALLOWED. ATTACH IN FIGURE 8 1 PLANT SHRUBS AT SAME w PLANT SHRUBS AT SAME A TERMINAL BUD ON PATTERN AS LOW ON THE TRUNK = /( GRADE AS NURSERY w GRADE AS NURSERY A CENTRAL LEADER AS POSSIBLE. ' M a FINISH GRADE 7 N REMOVE OR CUT BACK IF REQUIRED, PROVIDE UP TO(3) CREATE FLAT BENCH TO PLANT 1n L N F CODOMINANT AND 3" DIAMETER LODGEPOLE PINE o TREE AT SAME GRADE AS NURSERY p SPECIFIED MULCH00 POTENTIALLY STAKES. DRIVE INTO SUBGRADE w CODOMINANT LEADERS AVOIDING DAMAGE TO TRUNK OR Ln o w I ROOTBALL. z PLANTING BACKFlLL 5'-0" x w REMOVE CROSSOVER II�� TOPS OF STAKES TO BE ABOVE FINISH GRADE. REMOVE BURLAP OFF TOP w K w o BRANCHES /f N � 1/3 OF ROOTBALL � / TRUNK FLARE MUST BE VISIBLE, z THIN TIGHTLY SPACED SET CROWN OF ROOTBALL 1" FINISH GRADE rn C w BRANCHES��\\ ABOVE FINISH GRADE �O J a SPECIFIED MULCH N ELIMINATE LOWER CREATE FLAT BENCH TO PLANT SPECIFIED IMPORT TOPSOIL O .0 TREE AT SAME GRADE AS NURSERY CROWN BRANCHES TO Q SPECIFIED CLEAR REMOVE BURLAP AND TWINE IMPORT TOPSOIL TRUNK DIMENSION OFF TOP 1/3 OF ROOTBALL — '��— - SEE SPECS. SLOPE PER AT A MINIMUM. CUT AND — — — _ _ _ - _ ` z _ — '- SPECIFIED PLANTING BACKFlLL '° —III III— III—III III— 1 in GRADING PLAN FOLD DOWN TOP HALF OF IIII IIIIII FOLD BACK OR ANY WIRE BASKETS III III— * h-I F�-� _ III — REMOVE BURLAP _ a —III- -III —I III-III- I-III-III-III -III-I Z a SPECIFIED MULCH A DIAMETER DRAIN, IF NECESSARYDAYLIGHT PLANTING IT TO _ —III—III—III—III _ B&B OR CONTAINER MULCH RINGS IN LAWN AREAS) —III AS SPECIFIED SPECIFIED IMPORT TOPSOIL B&B OR CONTAINER III -III I—III— —� O MINIMUM TWICE AS SPECIFIED FINISH GRADE ROOTBALL DIAMETER UNDISTURBED NATIVE - \\ UNDISTURBED NATIVE SOIL MIN. TWICE SOIL OR COMPACTED j SPECIFIED PLANTING BACKFlLL OR COMPACTED PLANTING ROOTBALL DIA. PLANTING BACKFlLL a_ C— m —III— DAYLIGHT PLANTING PIT TO BACKFlLL N - _ AIN,IF NECESSARY NDISTURBED NATIVE SOIL OR 5 SHRUB/GROUNDCOVER PLANTING ON SLOPE 6 SHRUB PLANTING w m SPECIFIED FERTILIZER MIN. TWICE COMPACTED PLANTING BACKFlLL NTS NTS TABLETS IF REQUIRED ROOTBALL DIA. BREAK UP SIDES AND BOTTOM O BY SOILS TEST OF TREE PIT a. O 1 4 DECIDUOUS TREE PLANTING ON SLOPE NOTES: O \� NTS 1. ALL GROUNDCOVER TO PLANTED AT= SPACING(TRIANGULAR) PER O.C. SPACING ON PLANS u^ E \/J W 4) 4) 4 4) DATE 911-3 DRAWN CHECKED q� REVISIONS: PERMIT SET 9/28/23 0 I GROUNDCOVER - E. -TYP. PLANTING BACK OF CURB DETAILS OR BED LINE GROUNDCOVER PLANTING L2.05 f Nrs fora 1430 NE 65th Street n Seattle,WA 98115 t 206-322-1732 foraJand Fora Landscape Architects i p AS RqI O Ni PROJECT MANAGEMENT ROCKPROJECT MANAGEMENT (425)572.68]8 LANDSCAPE ECTURE (ORALAND32 APE ARCHITECTS /1 I SD SD SD I ARCHITECTURE:(425)59-316CHITECTS CIVIL: JACOBSON CONSULTING ENGINEERS (206)426-2600 ELECTRICALIPLUMBING: / METRIX ENGINEERING 625 338-2822 O \\ $ 5 RUCTURAL �/� : ST // , /� // (2 8 3UCTURAL PS INC.43-3000 Unn Ll r0 1 � SD S SD SD I SD S c� » 1oa/oF orcn ® a�c usEa o®Too �e/cr )—..�-- e c. T�P��eizra_ 04 �w -- q n a w s� `O TIP or oTN " 3 ` CV o Tca 00 tool`�1 rn�P Too or c 12 cP.1z 3a mAeIIP v D P _ �wTA�s Q (. �A�)ra � o o � SOIL LEGEND (SyrnbGl.ShOWO O1 1" = 30'-0") U Q SYMBOL ITEM z 8" DEPTH IMPORT TOPSOIL, SEE �_ a LANDSCAPE PLAN AND SPECS FOR ADDITIONAL REQUIREMENTS O Op 8" DEPTH IMPORT TOPSOIL+ 3" DEPTH MULCH, SEE LANDSCAPE PLAN AND 06 SPECS FOR ADDITIONAL REQUIREMENTS 0 0 0 0 0 0 0 0 0 0 18" DEPTH BIORETENTION TOPSOIL+ 3" W m 0 0 0 0 0 0 0 0 0 o DEPTH MULCH, SEE LANDSCAPE PLAN, C 0 0 0 0 0 0 0 0 0 o SPECS AND CIVIL FOR ADDITIONAL REQUIREMENTS18' DEPTH d TOPSOIL TO 2" BELOW TOP OF PLANTER WALL MULCH LANDSCAPE PLAN, SPECS 0 5 ADDITIONAL REQUIREMENTSAND CIVIL FOR yy yy'yy'yy 2' DEPTH TOPSOIL+ 3" DEPTH MULCH, CLEARING c//) yyyyyyyy &GRUBBING AT EXISTING TREE AREAS BY HAND- 1''yyy/'" REMOVE TOP 2" OF ORGANICE MATERIAL&SOIL AS POSSIBLE AROUND EXISTING TREE ROOTS DATE I 9/1 S SEE SPECS AND CIVIL FOR ADDITIONAL DRAWN REQUIREMENTS. p NOTE. CHECKED 1. SEE SPECS FOR ADDITIONAL SOIL REQUIREMENTS. REVISIONS: 2. CONTRACTOR REQUIRED TO COMPLETE SOIL INSTALLATION IN PERMIT SET 9/28/23 ACCORDANCE NTH BMP T5.13. OVERALL SOIL PLAN N SCALE:1"=30'-0" L2.06 (J) 0' 15' 30' 60' 120' fora 1430 NE 65th Street Seattle,WA 98115 t 206-322-1732 foraJand Fora Landscape Architects ' L3 . 03 DFW\ - � 2 `�Q°�4i EW JRgSMGNC u ,s ,e �� IQ y ad�Me`�s^z x L e + + + + OSCas E%P.61261�\�� PROJECT MANAGEMENT: Z ROCKPROJECT MANAGEMENT LANDSCAPEARCHITECTURE: _ '•, _ FORA LANDSCAPE ARCHITECTS $D I ARCHITECTURE: " DVKEMAN ARCHITECTS Ili / I (425)259-3161 �,x I —.—aS - •• a •-- SD SD ,� �n��o® •-:, II CIVIL: JACO BSON CONSULTING ENGINEERS (206) EECTRICALPLrWI / y _ METRI%ENGINEERING -- — 2 20 — $D TRUCTURAL SEATTLE STRUCTURAL PS INC. '�, \ -- \ "• ® I d 0 I (206)343-3000 v • • \ ,oaw. N 0 -� a —SD $ SD $D SD ` > o o o.�� w s� roP"ro.�" 00 r,zee.,z 33 akE" � i�c`"ie oa�ea ",A�s 5 O 0 � C U a z Z a 0 00 rl- w m 0 0 0a 5 G N 0 E DATE 911-3 DRAWN CHECKED REVISIONS: PERMIT SET 9/28/23 OVERALL IRRIGATION PLAN N SCALE:1"=30'-0" L3.00 (1) 0' 15' 30' 60' 120' W W _ _ Ufora 1430 NE 65th Street Seattle WA 98115 C t 2a.land-iT32 - ------- Fare reantl \ —---- Fra Landscape Architects ---- — — ---- ----- — ------- --- J J OF Wqg n C, Q �\ I, — 133 PROJECT MANAGEMENT: ROCK PROJECT MANAGEMENT 1y" 04 (425)572.6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS \\ ' ( )S221T32 1,�$ � \ \ ARCHCHITECTURE \ I ° 1J2" r+ ° ` (42SDEMAN YK CHITECTS ° 4 ° 4 \ \ / CIVIL: 7 �(� 1 ° ` JACOBSON CONSULTING ENGINEERS IM ENGINEERING II 25)3 6 2 STRUCTRUCT3282 URAL S STRUCTURAL PS INC.06)343 3000 J °4 LEtVE THRO 'H - CND. WLL W Y V 132 1 Zol wP.wP p O �� h LOCATE ALL IRRIGATION ,`nf//nJ- MAINLINE, LATERALS, AND -- - VALVES WITHIN PLANTING AREAS, UNLESS SLEEVING (+0 Am D IS SHOWN TYP. ° N 8G ° II II 00 Lu li� Q EEVE THIRD GH ° 0 O / CONC. ALL �I a ° o I 1 Dn ��Gd-, 7 I_ 2 i SLE VE THROUGH i Q a 4° 1y„ v �® --_— L 4 ———— a � DDD 1y„ - -- ® SD °S SD-4D� �I II -- -- --- -- -- — — — _—_---- D -- LEEVE THROUG �- I r \ ONC. 105 ° � r ° SD LOCATE ALL IRRIGATION -p MAINLINE, LATERALS, AND > VALVES WITHIN PLANTING - _---_ ° AREAS, UNLESS SLEEVING IJJ Co CONC. ----- IS SHOWN, TYP. - 4 4 O a. 'S 4 ° a ° —— _ T\ E L -- o� DATE 911-3 I DRAWN •/4 �_---��- - - - - -- - - - T CHECKED 6 • REVISIONS: " - PERMIT SET 9/28/23 SD LSD LSD�SD-SD�SD LSD LSD SD�SD�SD- SD� � C _ - - _ _ _ _ _ - _ - - IRRIGATION DYS PLAN 178TH PL. NE N ENLARGEMENT (J) L3.01 0' 5' 10' 20' 40' w w _ Z ' Z Z Z-.. _- — — J 'J J J _ _ _ = r Seat NE WA Street cQ cQc /' cQc cQc Seattle W 98115 A C G G G t:206 322-1]32 N � rora.laoa M M Fora Landscape Architects J J — - - --- 11 12 -- _ - - - - - - - - -- - - �DFwasyro 1Y" 1Y" 1Y" : m ta rnPco PEPA�C�\ PROJECT MANAGEMENT: — 04 4 04 - --� 4 04 � 4\ ROCK PROJECT MANAGEMENT LANDSCAPE ARCHITECTURE: FORA LAN 732 PE ARCHITECTS 2-1 ARCHITECTURE: DVKEMAN ARCHITECTS (425)259-3161 CIVIL: LOCATE ALL IRRIGATION \ JACOBSON CONSULTING ENGINEERS (206)—,600 MAINLINE, LATERALS, AND VALVES WITHIN PLANTING A E METPLUMBPIG: ---_ METRIX ENGINEERING ' AREAS, UNLESS SLEETING \ (425) 36-2622 N IS SHOWN, P. \ \ STRUCTRUCTURAL: \\ \ SEATTLE STRUCTURAL PS INC. ` (208)343-3000 00 \ 1 1 \\ \\ I1 S H W •L -------------------- ----- - ------- --- --- ------- -- --- ---- ---- -- ----- ---- ------- --- - --- ----------------------- ----- D�SD SO SO SD LSD LSD LSD—SDI ,\�SN 4 a LOCATE ALL IRRIGATION — MAINLINE, LATERALS, AND RAIN BUCKET AT ROOF L, / VALVES THIN PLANTING �5 y,, CONNECT CONDUIT TO WI CON OLLER a_ C TION AREAS, UNLESS SLEVING TYP. � ---- AND IS SHOWN VING TING + + 132 40 ui m - - 04 � C 04 04— 8— 4 `-- m4 --- O - -- - 2 -- - -- - � � Y 1Y„ 1Y„ 1y„ �^ --- - - ----- --- - - _ - _ - - - DATE 11-3 i �nr DRAWN 1 ---- 9 • ' ' CHECKED /\31 REVISIONS: ' PERMIT SET 9/28/23 L SD LSD�SID SDI SD SD LSD LSD�S9� SD LSD LSD LSD SD 1 13 > II • ' - - - - - - - - - IRRIGATION r 178TH PL. NE PLAN ENLARGEMENT N SCALE:1"=10'-0" (J) L3.02 0' 5' 10' 20' 40' LLI LLI :z U U fora 1430 NE 65th Street G G t 206-322A93215 fora.land M ' M 14 15 16 Fore Landscape Architects 1Y" 1yj 1y - - - - - OF WASN_ _ _- - -�- __ r _ __ _ _ - _ _ 17R El U1/ I ED Ill --------------------- IN y c �— — ——�— — — — az / - _ ® ° ° � ", • ^Jy I APE APG PROJECTMANAGEMENT: ROCK PROJECT MANAGEMENT / dd 'I LANDSCAPE ARCHITECTURE: ,5 / I FORA LANDSCAPEARCHITECTS 1.30. - °a ✓ ° (20H EC 1T32 LOCATE ALL IRRIGATION - / - - a d - W ARCHITECTURE MAINLINE, LATERALS, AND - �. :, - - DVKEMAN ARCHITECTS \ ° _ (425)259-3161 A VALVES WITHIN PLANTING - -�° \ CIVIL: AREAS, UNLESS SLEEVING ,� I JACOBSON CONSULTING ENGINEERS IS SHOWN' TYP.,' c �/ E(206)46-2600LECTR UMBING: a PP /. d METRI%ENGINEERING T625C336 s LEE THROUGH - // _ • I Ru TURAL a �° SEATTLE STRUCTURAL PS INC. CONC. WALL '� n / (208)3413000 / W I i I a - 4 a CONTROLLER f LOCATE CONTROLLER INSIDE SOUTH WALL IN RESTROOM \ I ° SD D■CORRIDOR IN APPROXIMATE LOCATION SHOWN. VERIFY WITH ;D—SD— I M I ARCHITECT. WALL MOUNT CONTROLLER AT EYE LEVEL. I N PROVIDE SEPARATE 15 AMP CIRCUIT AND 120 VAC POWER TO M ° CONTROLLER. PROVIDE 4" CONDUIT FROM CONTROLLER, ° 00 N \ 88 UNDER SIDEWALK, AND INTO THE NEAREST PLANTING AREA I ;� \ ° : AS SHOWN. EXTEND 24" INTO PLANTING BED, 18" BELOW GRADE. CAP AND FLAG. i a /I I C Q BOOSTER PUMP G O G ° ° a --- - ___------- APPROXIMATE LOCATION O OF BOOSTER EER PUMP C SEE OMPLETE LEGEND. a ° PROVID ECTION FOR OPERATION OF REMOTE PUMP START RELAY. U Q a POINT OF CONNECTION z a — a z — APPROXIMATE LOCATION OF P.O.C. TO 2" STUB OUT FROM IRRIGATION I I d wPa - SERVICE LINE AS SHOWN ON CIVIL DRAWINGS. VERIFY AND ADJUST -, I L 4 LOCATION PRIOR TO INSTALLATION IF REQUIRED TO AVOID CONFLICTS WITH ADJACENT UTILITIES. PROVIDE P.O.C. COMPONENTS AS SHOWN 'I = d 00 _ \ IN POINT OF CONNECTION DETAIL. NOTIFY OWNER IMMEDIATELY OF O I� \ ANY DISCREPANCIES. ANTICIPATED STATIC PRESSURE IS 53 PSI. � - VERIFY MIN. 80 DESIGN PRESSURE AT P.O.C. PRIOR TO WORK. I -_ (' \� I . ° a ; 4 d 7 m .m ..�� / � d � � � • ° 18 - - 130 R , a — — — - -- __ -- — — -- -------- — P -- - - a° ° a— I N ° a .Spa o- ' ° ----- E ° vv ° _ d ° / DW\( a ° ° d 0' \ / ' ------- ---- DATE 9/15/23 DRAWN t> (1)4" CONDUIT _ FROM CONTROLLER _� • CHECKED TO PLANTING BED - • / REVISIONS: LOCATE ALL IRRIGATION °9>A PERMIT SET 9/28/23 V� VALVES MAINLINE, LATERALS, AND7 1 2 P LANTING AREAS NLEISS PS EEVING Q�� �` �- — IS SHOWN, TYR. S - --- ---- I - 6 D W(P — — — — — — — — — — — — — — — — — — — — — IRRIGATION Q T -------------------- PLAN / 178 I H PL. NE --- N ENLARGEMENT SCALE:1"=10'-0a ENEIIIIIII (1) L3.03 0' 5' 10' 20' 40' IRRIGATION LEGEND (SYMBOLS SHOWN AT 1 SYMBOL ITEM MANUFACTURER/CAT NO. DESCRIPTION-REMARKS fora TWO-WIRE DECODER RAIN BIRD ESP-LXIVM TWO-WIRE DECODER CONTROLLER. WALL MOUNT INSIDE 0 ROTOR HEAD HUNTER 125-06-SS, 6.0" POP-UP. ADJUSTABLE 40 PSI, ADJUST RADIUS AS REQUIRED, 1430 NE e5tn street u CONTROLLER BUILDING IN LOCATION AS SHOWN ON PLAN. VERIFY WITH TO FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS INSTALL PER DETAIL 4. SEE SHEET L3.06. Seattle,WA 98115 ARCHITECT. INSTALL PER DETAIL'1', SHEET L3.06. STEEL RISER, 1" FEMALE NPT INLET THREADS, t206-322-1T32 STANDARD NOZZLE. fora.land CONTROL WIRING RAINBIRD MAXI-CABLE 14 AWG, 2 CONDUCTOR, SPLICES SHALL BE MADE USING 3M DBY-6 OR Fora Landscape Architects DBR-6 CONNECTORS. FOR LOOPING MAINLINE DESIGN, INSTALL TWO RUNS OF WIRE OUT FROM CONTROLLER, EACH A DIFFERENT COLOR JACKET, ONE IN EACH DIRECTION AND MEETING AT ISOLATION VALVE ON OPPOSITE SIDE OF SITE FROM CONTROLLER. m IsS3 SPRAY HEAD (SHRUB) HUNTER PROS-06-PR0--CV(8'-12' 30 PSI. ADJUST RADIUS AS REQUIRED, INSTALL PER 60F S WASN/ti RADIUS) DETAIL'3', SHEET L3.06. P 4.E,� p Mom TWO-WIRE FIELD DEVICES RAINBIRD IVM-SOL PROVIDE AND INSTALL FOR EACH CONTROL VALVE SOLENOID. INSTALL PER y ao ad�l1bl3 s`i i FOR CONTROL VALVES MANUFACTURER'S RECOMMENDATION. 10000 SPRAY HEAD (TURF) HUNTER PROS-04-PPS Q-CV(8'-15' 30PSI ADJUST RADIUS AS REQUIRED, INSTALL PER <i SURGE PROTECTION RAINBIRD IVM-SD SURGE PROTECTION INSTALL SURGE PROTECTION AND GROUNDING RODS PER MANUFACTURER'S RADIUS) DETAIL'3', SHEET L3.06. AND GROUNDING RODS RECOMMENDATION WITHIN VALVE BOX. THE 2-WIRE PATH SHALL BE SURGE (INSTALL AND TEST GROUNDING RODS TO PROTECTED AND GROUNDED WITH ONE IVM-SD EVERY 500 FEET OR EVERY Os aeE%P.6I26 �'� ACHIEVE MAX 10 OHM RESISTANCE) 8 DECODERS, WHICHEVER IS SMALLER. pE p1t�� AUTOMATIC RAIN SHUTOFF RAINBIRD WR2-RFC WIRELESS RAIN/FREEZE SENSOR WITH MOUNTING BRACKET, PROJECT MANAGEMENT: MOUNT ON ROOF PARAPET IN LOCATION SHOWN ON PLAN. ROCK PROJECT MANAGEMENT OPERATION WILL BE TESTED AT PUNCH LIST REVIEW. (425)572.6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1732 NO SYMBOL CONTROL WIRES #14 CONTROL AND SPARE WIRES, NO MULTI—STRAND. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS. ARCHITECTURE: DYKEMAN ARCHITECTS (425)259-3161 CIVIL: IRRIGATION METER AND STUB-OUT APPROXIMATE LOCATION, SEE CIVIL DRAWINGS. JACOBSON CONSULTING ENGINEERS (206)426-2600 ELECTRICALIPLUM6ING: POINT OF CONNECTION SEE PLAN ENLARGEMENT ON DETAIL 'X', SHEET LX.X. M25)33ENGINEERING ( 6-2822 STRUCTURUCTURAL: GATE /SHUTOFF VALVE NIBCO T-113-K GATE VALVE(2"), 200 PSI THREADED ENDS, BRONZE, SCREW IN BONNET, (206))343300�UCTURAL PS INC. OR APPROVED EQUAL. NON-RISING STEM, SOLID WEDGE, INSTALL PER DETAIL'3', SHEET L3.05. BACKFLOW PREVENTER FEBCO 850U (2") DOUBLE CHECK VALVE. INSTALL PER DETAIL'1', SHEET L3.05. j STRAINER WILKINS SXL CAST BRONZE 'Y' STRAINER (2") INSTALL AT POINT OF CONNECTION AS PER DETAIL'1', SHEET L3.05. PRESSURE REDUCING VALVE WILKINS 500-XL PRESSURE REDUCING VALVE(2") INSTALL AT POINT OF CONNECTION AS PER DETAIL'1', SHEET L3.05. MANUAL DRAIN CHAMPION 30ORS-200 ANGLE VALVE(2") INSTALL AT POINT OF CONNECTION AND ELSEWHERE AS IRRIGATION NOTES: SHOWN ON PLAN, AS PER DETAILS'1' AND '2', SHEET L3.05. QUICK COUPLER RAINBIRD #5RC INSTALL AT P.O.C. AND ELSEWHERE AS SHOWN ON PLAN, PER 1. ADJUST ALL IRRIGATION HEADS TO PROVIDE MAXIMUM COVERAGE, Co 55K-1 KEY DETAILS '1', SHEET L3.05, AND '6', SHEET L3.06. PROVIDE MINIMUM OVERSPRAY, AND NO FOGGING. SET ALL HEADS BACK FROM SH-2 SWIVEL HOSE ELL (2) KEYS AND (2) ELLS. CURBS, PAVING, AND WALLS. SPRINKLER HEADS SHALL BE INSTALLED Z N N WITH 6" OFFSET FROM BACK OF PAVING OR CURB EDGES, AND 12" 00 OFFSET WHERE CAR BUMPERS WILL OVERHANG. 0') 2. LOCATION OF IRRIGATION MAINLINE, LATERALS, AND SLEEVING ARE C SCHEMATIC ONLY, AND SHALL OCCUR IN PLANTING AREAS UNLESS G FLOW SENSOR RAINBIRD FS-150-P (1-1/2") PLASTIC FLOW SENSOR. FOR DECODER SYSTEM, INSTALL SLEEVING IS SHOWN. IF SLEEVES ARE SHOWN THEY ARE TO BE AND CONNECT TO CONTROL WIRE WITH SD210TURF SENSOR STRAIGHT RUNS, TYP. MAKE MINOR CHANGES TO COORDINATE WITH DECODER. INSTALL AT P.O.C. PER DETAIL'4', SHEET ACTUAL AS-BUILT DIMENSIONS AND CONDITIONS. O L3.05. O BOOSTER PUMP RAINBIRD CLP-SERIES WITH METAL ENCLOSURE IRRIGATION BOOSTER PUMP ASSEMBLY SHALL BE A 3. VALVE BOXES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. � PREFABRICATED CLP-SERIES SYSTEM WITH PUMP, PIPING, LOCATE IN APPROXIMATE LOCATIONS AS SHOWN ON PLAN. ._ ELECTRICAL AND STRUCTURAL ELEMENTS, AND OTHER ITEMS 4, SEE CIVIL PLANS FOR LOCATION OF IRRIGATION STUB-OUT FROM _ Q AS REQUIRED FOR A COMPLETE SYSTEM AND SHALL BE - OPERATIONAL FROM CONTROLLER. INSTALL WITHIN SPECIFIED METER. METAL ENCLOSURE. SEE SHEET L3.07 FOR ADDITIONAL I— LLJ BOOSTER PUMP ASSEMBLY NOTES. INSTALL PER DETAIL 1, 5. ANTICIPATED AVAILABLE STATIC WATER PRESSURE IS +/-53 PSI, AS 1 SHEET L3.07. CONTRACTOR SHALL PROGRAM CONTROLLER FOR PROVIDED BY- -ON VERIFY EXACT PRESSURE AT POINT OF SIMULTANEOUS OPERATION OF SMALL ZONES, NECESSARY TO CONNECTION PRIOR TO START OF WORK. z d MAINTAIN FLOWS ABOVE THE BOOSTER PUMP'S MINIMUM CONTINUOUS STABLE FLOWRATE. 6. THE IRRIGATION SYSTEM HAS BEEN DESIGNED WITH SEPARATE HYDROZONES ACCORDING TO THE NEEDS OF THE PLANT MATERIAL. MASTER VALVE RAINBIRD 200-EFB-CP SERIES VALVE(2") BRASS NORMALLY CLOSED MASTER CONTROL VALVE. INSTALL THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO PROVIDE A MINIMUM AT P.O.C. ASSEMBLY PER DETAIL'1', SHEET L3.05. AVERAGE DISTRIBUTION UNIFORMITY OF 0.625. THE IRRIGATION /1 SYSTEM HAS BEEN DESIGNED TO AVOID RUNOFF, LOW HEAD LL C-6 DRAINAGE, AND OVERSPRAY. AVOID IRRIGATION DURING TIMES OF ISOLATION VALVE BALL VALVE(2"), NIBCO T-580-A, BRASS BALL VALVE, INSTALL PER DETAIL'G', SHEET L2.4, HIGH WINDS, WHEN RAINING, OR DURING THE MIDDLE OF THE DAY. -p OR APPROVED EQUAL. SEE SPECIFICATIONS, SIZE TO MATCH MAINLINE SIZE. > 7. LATERAL PIPE SIZE SHALL BE AS NOTED ON PLAN. UNLABELED � m SECTIONS SHALL MATCH THE SIZE NOTED OF THE ADJACENT CONTROL VALVE RAINBIRD XXX-PEB-PRS-D PLASTIC CONTROL VALVE WITH PRESSURE REGULATING UPSTREAM PIPE. MINIMUM PIPE SIZE AT END OF LATERAL RUNS 100- (1"), 150- (1-1/2"), 200- (2") DIAL, INSTALL PER DETAIL'2', SHEET L3.06. SHALL BE 3/4". 8. QUANTITIES AND PIPE LENGTHS INDICATED ON THE IRRIGATION 0- VALVE NUMBER SCHEDULE ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY O >, # VALVE SIZE SEE VALVE SCHEDULE THE CONTRACTOR. IF THERE IS A DISCREPANCY BETWEEN PLAN AND D SCHEDULE, THE PLAN SHALL TAKE PRECEDENT. p # GALLONS PER MINUTE 9. WHERE IRRIGATION PIPING IS SHOWN ADJACENT OR UNDER EXISTING u^ E TREES, MAKE MINOR ROUTE ADJUSTMENTS TO AVOID TRENCHING \/J (n NO SYMBOL VALVE BOXES SPECIFICATION GRADE (COMMERCIAL GRADE) SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS. THROUGH LARGE TREE ROOTS. REFER TO SPECIFICATION SECTION VALVE BOXES AND EXTENSIONS. 328000 FOR FURTHER INSTRUCTIONS. 10.REFER TO IRRIGATION SPECIFICATION FOR ADDITIONAL REQUIREMENTS. DATE 911-3 ——— MAINLINE PVC-SCHEDULE 40 2-1/2" MINIMUM SIZE UNLESS NOTED OTHERWISE, SEE DRAWN SPECIFICATIONS FOR MINIMUM BURIAL DEPTH. SEE DETAIL CHECKED '5', SHEET L3.06. REVISIONS: LATERALS PVC-SCHEDULE 40 SIZE AS PER PLAN, 3/4" MINIMUM. UNLABELED PIPE PERMIT SET 9/28/23 SECTIONS TO MATCH THE LARGEST OF THE ADJACENT PIPES. UNLABELED PIPE AT THE END OF LATERAL RUNS TO BE 3/4". SEE SPECIFICATIONS FOR MINIMUM BURIAL DEPTH. SEE DETAIL'5', SHEET L3.06. SLEEVES PVC-SCHEDULE 40 UNDERPAVEMENT SLEEVING, 4" DIAMETER UNLESS OTHERWISE INDICATED ON PLAN. TO BE INSTALLED BY LANDSCAPE CONTRACTOR AT DEPTHS SPECIFIED. SEE DETAIL'5', SHEET L3.06. IRRIGATION LEGEND & NOTES ® ROTOR HEAD HUNTER 140-06-SS, 6.0" POP-UP. ADJUSTABLE 40 PSI, ADJUST RADIUS AS REQUIRED, TO FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS INSTALL PER DETAIL 4. SEE SHEET L3.06.STEEL RISER, 1" FEMALE NPT INLET THREADS, L3.04 .Ow� STANDARD NOZZLE. fora SPECIFIED BACKFLOW DEVICE, SEE 1430 NE 65th street ELL STRAINER LEGEND FOR ADDITIONAL REQUIREMENTS rattle zA93115 UNION SPECIFIED BACKFLOW ENCLOSURE, INSTALL fora.Isnd ON CONCRETE PAD PER MANUFACTURER'S Fora Landscape Architects ® RECOMMENDATION. PROVIDE LOCKING BRACKETS AND PAD LOCKS. ® ® GALVANIZED OR COPPER PIPE PER OF WA,y LOCAL CODE REQUIREMENTS 3RASM�C y`s°�ad�Me`�s^z SPECIFIED 10" SPECIFIED RECTANGULAR TWO(2) SPECIFIED SPECIFIED 10" ROUND SPECIFIED RECTANGULAR c ROUND VALVE BOX, VALVE BOX, INSTALL FLUSH RECTANGULAR VALVE VALVE BOX, INSTALL VALVE BOX, INSTALL INSTALL FLUSH O SUPPORT UNION C WITH FINISH GRADE BOXES, INSTALL FLUSH FLUSH WITH FINISH GRADE FLUSH WITH FINISH WITH FINISH GRADE 12"MIN. NECESSARYOOSTSELL WITH FINISH GRADE GRADE CUR. MANUAL QUICK MASTER VALVE, OSCas ExP.6126\�X�`� GATE VALVE TO STABILIZE PRESSURE REDUCING DRAIN VALVE COUPLER INSTALL SIMILAR TO APE A1tO VALVE(ONLY IF VALVE REMOTE CONTROL SHOWN ON LEGEND) VALVE DETAIL PROJECT MANAGEMENT: ROCK PROJECT MANAGEMENT NDSCAPEAR IIII IIIII IIII LANDSCAPE ARCHITECTURE: FOAL PE ARCHITECTS (20T2-1732 ARCHITECT RE: DVKEMAry ARCHITECTS -III-ICENTEREDII-III-II -III -I 4261269-3,6, METERED 3" DIA. DRAIN HOLES, TWO LOCATIONS CIVIL: STUB UNDER BACKFLOW, BACKFILL WITH DRAIN ROCK I I III—III III- —III II J206)42 NcorvsuLnrvc ErvcirvEERs I— I I _ _ (zosl4zs-zsoo —III ELECTRICALIPLUM6ING: _ METRIX ENGINEERING FL (425)336-2822 OW C CONCRETE PAD 4" THICK, SIZE TO ACCOMMODATE C PVC STRUCTURAL: ENCLOSURE. PROVIDE ADDITIONAL DEPTH AS SEATTLE STRUCTURAL PS INC. REQUIRED FOR ENCLOSURE FOOTING, PER ---— (206)343-3000 UNION MANUFACTURER'S SPECIFICATIONS. TOP OF CONC. - IIIII IIII ELEVATION VIEW PAD 1" MAX. ABOVE FINISH GRADE. SLOPE TO DRAIN. INSTALL SLEEVES TO MAINTAIN 1" MIN. CLEARANCE BETWEEN PIPES AND NOTE: NOTES: CONCRETE PAD. BACKFILL WITH GROUT. IF SYSTEM INCLUDES A BOOSTER P, INSTALL MASTER VALVE 1. PROVIDE ONE QUICK COUPLER AT P.O.C. AND ELSEWHERE AS SHOWN ON PLAN. SUPPORT EACH VALVE BOX FILM DOWNSTREAM OF PUMP. 2. INSURE POSITIVE DRAINAGE FROM P.O.C. COMPONENTS. PROVIDE DAYLIGHT DRAIN AS NECESSARY. WITH (4) BRICKS, TYP. o o o 3. PROVIDE SIZE&QUANTITY OF VALVE BOXES AS NECESSARY TO ACCOMMODATE ALL COMPONENTS. 1 POINT OF CONNECTION (WITH ABOVE GRADE BACKFLOW) 1 1/2" - 1'-0" P-AR-56 M Z N N 00 SPECIFIED RECTANGULAR C Q FINISH GRADE VALVE BOX, INSTALL FLUSH G TWO(2) SPECIFIED WITH FINISH GRADE RECTANGULAR VALVE BOXES WITH LOCKING LIDS. BOLT O BOXES TOGETHER — — IF FINISH GRADE III SPECIFIED BALL VALVE SPECIFIED RECTANGULAR VALVE .� BOX, INSTALL FLUSH WITH U Q FINISH GRADE PVC MAINLINE, FLOW SENSOR SPECIFIED CONTROL WIRES 1 z DEPTH PER SPECS. WITH TEE & SPLICE KITS 7 III—III III—III—III SPECIFIED DRAIN VALVE ROM L a —III— —III—III_ INSTALL DECODER FOR TWO-`IRE III IIII IIII III— PVC MALE ADAPTER SYSTEM AND PULSE TRANSMITTER FINISH GRADE ON CONVENTIONAL SYSTEM MAINLINE GALV. UNION O NIPPLE IIIII —III- SUPPORT EACH VALVE BOX — a_ C WITH O 4 BRICKS, TYP. I- _ _ MINIMUM 1 C.F. (6" DEPTH) DRAIN ROCK SUMP I-II —III -1 _ - I 1 1 - PVC WITH THREADED OUTLET ELEVATION VIEW MAINLINE STRAIGHT RUN OF PIPE STRAIGHT RUN OF PIPE LJJ m _ FLOW MIN.10X PIPE DIA. FLOW MIN.5X PIPE DIA. —III- NIPPLE AND ELL O PIPE MIN. 18' OFFSET < 5 O a FROM PVC LINE FOR CONVENTIONAL 3" PVC PIPE, THREADED PVC MAINLINE SYSTEM, INSTALL C- - SUPPORT VALVE BOX G 0 ONE END VALVE BOX CONDUIT WITH PE-89 WITH (4) BRICKS MIN. 3 C.F. (24" DEPTH) CABLE TO CONTROLLER INSTALL 6" DEPTH MIN. OF PO DRAIN ROCK SUMP SPECIFIED BALL VALVE DRAIN ROCK IN BOTTOM OF ELEVATION VIEW PLAN VIEW ELEVATION VIEW VALVE BOX. EXTEND ROCK 6" BEYOND VALVE BOX NOTES: DATE 9/15/23 1. ALL PIPE AND FITTINGS TO BE SAME DIA. AS I.P.S. FEMALE CONNECTION TO DRAIN VALVE. NOTES: NOTES: 2. INSTALL ONE MANUAL DRAIN VALVE AT LOWEST POINT OF MAINLINE ON SITE, SUBJECT TO REVIEW AND 1. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. INSTALL AT RIGHT ANGLE 1. INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS. DRAWN APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. 2. PROVIDE VALVE BOX EXTENSION AS REQUIRED. 2. INSTALL VALVE BOX EXTENSIONS AS REQUIRED FOR PROPER VALVE INSTALLATION AT MAINLINE DEPTH. 3. INSTALL FLOW SENSOR PERFECTLY PLUMB. CHECKED REVISIONS: PERMIT SET 9/28/23 2 MANUAL DRAIN VALVE 3 ISOLATION /SHUT-OFF VALVE rA FLOW SENSOR 1 1/2" = 1'-0" P-AR-17 1 1/2" = 1'-0" P-AR-15 1 1/2" = 1'-0" P-AR-11 IRRIGATION DETAILS L3.05 fora SPECIFIED RAIN/FREEZE SENSOR, SPECIFIED RECTANGULAR SHRUB OR LAWN HEAD, 1430 NE 65tn street CONNECT CABLE TO CONTROLLER VALVE BOX, INSTALL TOP OF TOP FLUSH W FINISH Seattle,WA 98115 PER MANUFACTURER'S / t:2a.land-1732 LID FLUSH WITH FINISH GRADE GRADE. ADJUST TO rora.lana RECOMMENDATION Lawrv,111WACCOUNT FOR SETTLING SPECIFIED AUTOMATIC OF TOPSOIL OR MULCH Fare Landscape Architects CONTROL VALVE, III III INSTALL PRESSURE FINISH GRADE 11 REGULATING DIAL IF SHOWN SET HEADS PLUMB —III I I—I I F WA8 SPECIFIED AUTOMATIC IRRIGATION ON LEGEND EXCEPT WHERE GRADES O Ni ® (2) TH x TH SCH. 40 ELLS CONTROLLER. WALL MOUNT PER FINISH GRADE DO NOT ALLOW III_ �Fi��J RAgyG4'C MANUFACTURER'S RECOMMENDATION. —III- W/2" x 3/4" SCH. 80 NIPPLE OR (2) MARLEX ONLY SEE IRRIGATION PLAN FOR LOCATION. _ JUNCTION BOX VERIFY WITH ARCHITECT PRIOR TO — III SPECIFIED SPLICE KITS USE BOTTOM STREET ELLS W/O NIPPLE Q INSTALLATION. PVC UNION z N w 12" x 3/4" SCH. y y g 24" CONTROL'MRE o J PVC RISER, SAME 80 NIPPLE \ --- _ 24" SPARE WIRE s SIZE AS INLET �S�aS ExP.6126\ry\��COIL IN BOX CONDUIT FOR POWER --- COIL, SEE SPECS SCH. 40 TH x TH ELL, OR SOURCE, SEE io PROVIDE ADDITIONAL 3/4" WIRE FOR QUANTITY LL o MARLEX STREET ELL ELECTRICAL PLANS CONDUIT TO RAIN SENSOR UNLESS PVC BALL VALVE, — 1" MIN. CLEARANCE PVC LATERAL COMMERCIAL GRADE BETWEEN VALVE BOX a J a BURIAL DEPTH 45' PROJECT MANAGEMENT: II WIRELESS SENSOR SPECIFIED PVC TEE OR ELL, BUSHING AND PIPE v1 PER SPECIFICATIONS ROCKPROJECT MANAGEMENT AS REQUIRED P P P FLAW xm (425)572.6878 CONDUIT FOR CONTROL WIRES, wo ANDSCAPE ARCHITECTURE: II MINIMUM SIZE AS SPECIFIED ON 3" FORA LANDSCAPE ARCHITECTS IRRIGATION PLANS P CLR. ARCHITECTURE: P NOTES: _ _ _ 1.TEMPORARILY CAP RISERS DYKEMAN ARCHITECTS PROVIDE ADDITIONAL 3/4" WIRE ACCEPTABLE 3/4" (425)259-3161 FOR PRESSURE TESTING. SWEEP ELL PVC UNION PRE-FABRICATED CIVIL: CONDUIT TO BOOSTER PUMP 2.SEAL ALL JOINTS W/TEFLON SWING JOINTS: JACOBSON CONSULTING ENGINEERS FOR PUMP START RELAY TAPE ON MALE THREADS ELEVATION VIEW HUNTER SJ, E(206) C-2600 BmG: PVC LATERAL PIPE SWITCH IF BOOSTER PUMP IS PROVIDE CORRECT SIZE ONLY. RAIN BIRD SA, METRIx ENGINEERING SPECIFIED ON LEGEND NIPPLE SO THAT LATERAL 3.DO NOT OVERTIGHTEN GALV. OR APPROVED EQUAL (425)336-2822 FINISH FLOOR LINE COMES RIGHT OUT OF TO PVC JOINTS. STRUCTURAL: THE BOX WITHOUT USING 90 SUPPORT VALVE BOX 4.ALL THREADED PVC PIPE SEATTLE343 STRUCTURAL PS INC. II DEG. ELLS OR 45 DEG. ELL. WITH (4) BRICKS SHALL BE SCH. 80, ALL PVC (zo6)s4s-soon PVC TEE OR ELL, WITH FI CLOSE NIPPLES TTINGS SHALL BE SCH. 40. MINIMUM 2 C.F. MAINLINE, SIZE PER PLAN NO BUSHING AS REQUIRED Le CONTROL AND SPARE WIRES, DRAIN ROCK SUMPP I DEPTH) 5.N PERMITTED. PVC TH SCH. 80 Y TAPE TO BOTTOM OF MAINLINE BOTTOM OF VALVE BOX. 6.ALL FITTINGS AND PIPE NIPPLE, 3" LONG \\ SAME DIA. AS IRS FEMALE \\ SWEEP ELL ELEVATION VIEW CONNECTION OF SPRINKLER PVC THx TH 90'ELL HEAD OR D.C. KPVC TH SCH. 80 NIPPLE, � 7.INSTALL SO PIPING WILL NOTj(2) PVC ST. ELLS 8" LONGNOTE: CONTACT LATERAL. <PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. 8.ADJUST SPRAY RADIUS AS UB/LAWN HEAD REQUIRED. PLAN VIEW `} IRRIGATION CONTROLLER(INTERIOR WALL MOUNT) REMOTE CONTROL VALVE-WITH SHUT-OFF IRRIGATION HEAD P-AR-13 1 1/2" = 1'-0" P-AR-29 3" = 1-y' P-AR-14 J N m 5 >� LARGE ROTOR HEAD, TOP FLUSH W FINISH GRADE. SPECIFIED 10" ROUND / VALVE BOX AND LID ADJUST TO ACCOUNT FOR SEE IRRIGATION SPECS FOR � SETTLING OF TOPSOIL OR BACKFILL AND COMPACTION 1/4" GALV. U-BOLT MULCH REQUIREMENTS O 1" X i6" SCH. 40 •_ _ FINISH GRADE PVC PIPE f , Q — — — FINISH GRADE `f IIII IIIIII 1II II1- PRE-FABRICATED SPECIFIED 10" ROUND z III- SWING JOINT(1" SIZE) PLAN VIEW VALVE BOX, INSTALL USE BOTTOM WITH 12" LONG ARM, _ FLUSH WITH FINISH GRADE INLET ONLY HUNTER HSJ 1, 7 EL RAIN BIRD TSJ-12, III—III III—III- ` PVC RISER, SAME OR APPROVED EQUAL III—III w III—III—I QUICK COUPLER VALVE SIZE AS INLET - III III a a rn III- FINISH GRADE O PVC LATERAL - o O1. ,.�a _III—III _ — _ 1" X 16" SCH. 40 PVC BURIAL DEPTH ,. I _ a u'' III III— 3"MAX. III - PIPE, SECURE TO QUICK � o2S PVC TEE OR ELL, BUSHING k w a _ GALV. U-BOLT PER SPECIFICATIONS �45' AS REQUIRED III III j o I- PVC NON-PRESSURE 11 a -III I- COUPLER WITH 1 4" III '. -7LATERAL LINE PIPE ow - - BUSHING AS REQUIRED 1 ' 1 m NOTES: ! PVC PRESSURE rn -II SCH. 80 NIPPLE, VARIABLE W 1.TEMPORARILY CAP RISERS III—III MAINLINE PIPE w a LENGTH AS REQUIRED FOR PRESSURE TESTING. _ .I vain - p 2.SEAL ALL JOINTS W/TEFLON ELEVATION VIEW \\ / CONTROL'WIRE BUNDLE, wm (2) SCH. 80 STREET ELL O a TAPED TO MAINLINE w W/(1) SCH. 80 SHORT TAPE ON MALE THREADS -- rn Y. NIPPLE(NO MARLEX) T 3.DOLNOT OVERTIGHTEN GALV. - D— _ PVC SCH. 80 NIPPLE, 5 TO PVC JOINTS. _ 2" CLEAN BACKFILL UNDER SUPPORT EACH VALVE BOX 8" MIN. LENGTH 4.ALL THREADED PVC PIPE = III i 6" MIN. ALL PIPING, SEE SPECS WIT}{ (4) BRICKS, TYP. SHALL BE SCH. 80, ALL PVC PVC TEE OR ELL, WITH FOR REQUIREMENTS MAINLINE FITTINGS SHALL BE SCH. 40. BUSHING AS REQUIRED MINIMUM 2 C.F. (12" DEPTH) 5.NO CLOSE NIPPLES PVC SLEEVE, ONE PIPE DRAIN ROCK SUMP PVC TH X TH 90 DEG. ELL PERMITTED. SECTION VIEW (NO STREET ELL) ONLY PER SLEEVE, 6.ALL FITTINGS AND PIPE DEPTH AS SPECIFIED ELEVATION VIEW DATE 911-3 SAME DIA. AS IRS FEMALE PRE-FABRICATED CONNECTION OF SPRINKLER NOTES: DRAWN SWING JOINT(1" SIZE) NOTES: HEAD OR Q.C. 1. NO OTHER TRADES (ELECT. LIGHTING) ALLOWED TO USE SAME TRENCH AS IRRIGATION PIPE. 7.INSTALL SO PIPING WILL NOT WITH 12" LONG ARM, 1. ALL THE FITTINGS AND PIPE TO BE SAME DIA. AS IRS FEMALE CONNECTION OF QUICK COUPLER. CONTACT LATERAL. HUNTER HSJ-1, 2. PROVIDE 24" COVER FOR DIRECT BURIAL CABLE. 2. QUICK COUPLER KEY MUST CLEAR VALVE BOX. CHECKED 8.ADJUST SPRAY RADIUS AS FIELD ROTOR HEAD RAIN BIRD TSJ-12, 3. PROVIDE PVC SCH. 40 SLEEVES FOR ALL WIRING AND PIPING UNDER PAVING. OR APPROVED EQUAL 4. NO STACKING (VERTICALLY) OF PIPES IN SAME TRENCH. REVISIONS: REQUIRED. PLAN VIEW PERMIT SET 9/28/23 4 LARGE ROTOR IRRIGATION HEAD 5 PIPE TRENCHING AND BACKFILL 6 QUICK COUPLER VALVE 3" = 1-0" P-AR-16 1 1/2" = 1-0" P-AR-20 1 1/2" = 1'-0" P-AR-26 IRRIGATION DETAILS L3.06 BOOSTER PUMP NOTES: fora 1430 NE 65th Street 1. IRRIGATION BOOSTER PUMP ASSEMBLY SHALL BE AS DESIGNED AND Seattle,WA 98115 BY BOOSTER PUMP APPRIOVEDDEQUAL. THE CORPORATION OSHALLLN BE A PREFABRICATED C LP MODEL rora.landz,T32 SEE IRRIGATION LEGEND, #CLP05FACS SYSTEM WITH PUMP, PIPING, ELECTRICAL AND STRUCTURAL Fora Landscape Architects EEMENTS, AND OTHER ITEMS AS FORNOTES, AND DETAIL AND SHALL BE OPERATIONAL FROM REQUIRED CONTROLLER.A THOEM BOPLEOS ER PTUMP SHALL BE SPECIFIED FOR BELOW GRADE INSTALLATION IN A CONCRETE UTILITY VAULT WITH INTAKE AND DISCHARGE PIPES GOING THROUGH THE OF WASy� CIDES OF ONCREETE THE VAULT. SIZED PER MANUFACTURER'S LRECOMMENDATIONS.L BE BOLTED TO HE e'F.�,pMJnRnnMSM�s PROVIDE NECESSARY CONTACT RAIN BIRD PUMP REPRESENTATIVE FOR PRICING AND ORDERING y c�aVU�s�y Z POWER CONNECTIONS INFORMATION. v AND CONDUITS 2. PUMP SHALL HAVE VARIABLE FREQUENCY DRIVE, MONOCHROME TOUCH INSTALL EXTERIOR SCREEN OPERATOR INTERFACE, 480 VOLT, 60 HZ, 3 PHASE, HORIZONTAL r2�O> CONNECTIONS WITH END SUCTION CAPABLE OF PRODUCING A CONSTANT 80 PSI AT THE �'9 aaE%P.6126 SCHED. 40 GALV.O DISCHARGE ISOLATION VALVE OF THE PUMP STATION OVER A FLOW Cq P MATCH MAINLINE E A. STEEL PIPE, SIZED TO RANGE OF 35 GPM MINIMUM AND 56 GPM MAXIMUM. ASSUME 60+/- psi WORKING PRESSURE AT PUMP INLET. PROVIDE COMBINATION FUSIBLE I DISCONNECT AND PUMP CONTROLLER WITH MOTOR OVERLOAD PROTECTION PROCKPIROJECT NAGEMEA NT PROVIDE WIRE CONDUIT ROCKP2.6878 MANAGEMENT TO CONTROLLER FOR INSTALLED IN AN OUTDOOR WEATHERPROOF, TAMPER RESISTANT, LOCKING (425)5]2�88I8 PUMP START RELAY VAULT. LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS 4 (206 322-1732 " DEPTH CONCRETE SLAB 3. BOOSTER PUMP STATION SHALL INCLUDE THE FOLLOWING OPTIONS: ARCHITECTURE:) FINISH OVER 2" COMPACTED CRUSHED II A. PUMP START RELAY DYKEMAN ARCHITECTS GRADE ROCK BASE, SIZE TO PROVIDE B. AUDIBLE ALARM CIVLS)259-3161 *0'-6" 6" CLEARANCE BEYOND 0'-6" C. PRESSURE RELIEF VALVE JACOBSON CONSULTING ENGINEERS EXTERIOR PIPING. ENSURE D. STATION BYPASS (206)426-2600 POSITIVE DRAINAGE FROM SLAB. ELECTRICALIPLUMBING: METRIX ENGINEERING 4. INSTALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION (425)336-2822 STRUCTURAL: C _ BY FACTORY AUTHORIZED REPRESENTATIVE. A WRITTEN MANUFACTURER'S SEATTLE STRUCTURAL PS INC. BOOSTER PUMP CERTIFICATION OF PROPER INSTALLATION SHALL BE PROVIDED FOR PUMP_- •- (206)343-3000 a d a DOWNSTREAM OF L,rwo= - — o ASSEMBLY. BACKFLOW AND I� P.O.C. COMPONENTS, 5. A FACTORY-AUTHORIZED REPRESENTATIVE SHALL PROVIDE A MINIMUM OF BUT UPSTREAM OF a _ r r r a MASTER VALVE rn z-III-III III—III—III—III—III—III—III— I I� III III— Z_ THREE(3) HOURS OF SITE TRAINING FOR THE END USER, AND THEIR —III —III—III—III—III—III—III—III= I—I I a PVC OPERATORS. THE TRAINING FORMAT SHALL BE SUBMITED TO THE MAINLINE OWNER FOR APPROVAL SEVEN (7) DAYS PRIOR TO THE TRAINING FLO _III-1 —i i—III—III-III III III J- FLOW SESSION. Q W -I � _ ADAPTER 6. AFTER INSTALLATION THE PUMPING UNIT SHALL BE SUBJECTED TO A ADAPTER ELEVATION VIEW X�� \�---------- FIELD RUNNING TEST UNDER ACTUAL OPERATING CONDITIONS. THE FIELD PVC MAINLINE TEST SHALL BE MADE BY THE CONTRACTOR AND PUMP SUPPLIER IN THE _ _—————————- PRESENCE OF AND AS DIRECTED BY THE OWNER. THE FIELD TEST SHALL DEMONSTRATE UNDER ALL CONDITIONS OF OPERATION THAT THE PUMPING A.HAS NOT BEEN DAMAGED BY TRANSPORTATION OR INSTALLATION. B.HAS BEEN PROPERLY INSTALLED. BOOSTER PUMP AT POC C.HAS NO MECHANICAL DEFECTS. 1 D.IS IN PROPER ALIGNMENT Co P-AR-46 E.HAS BEEN PROPERLY CONNECTED. N F.IS FREE OF OVERHEATING OF ANY PARTS. N G.IS FREE OF ALL OBJECTIONABLE VIBRATION. 00 H.IS FREE OF EXCESSIVE NOISE. I. IS FREE OF OVERLOADING OF ANY PARTS. J.SHALL OPERATE AS SPECIFIED WITH SPECIFIED CONTROL SYSTEM. Q THE CONTRACTOR AND/OR PUMP SUPPLIER SHALL PROMPTLY CORRECT ANY DEFECT IN THE EQUIPMENT OR FAILURE TO MEET REQUIREMENTS. O 7. THE CONTRACTOR MUST PROVIDE THE FOLLOWING INFORMATION FOR O pJ APPROVAL BY LANDSCAPE ARCHITECT: A.COMPLETE SPECIFICATIONS WITH SUBMITTAL INFORMATION ON ALL ' ` '— MAJOR COMPONENTS OF THE PUMPING SYSTEM. U Q B.PUMPING SYSTEM DRAWING INCLUDING TOP AND ELEVATION VIEWS AND LOCATION AND SIZE OF ALL MAJOR COMPONENTS. C.ELECTRICAL AND CONTROL SCHEMATICS. z Z a O _00 I` `a- 06 Wm 0 O Oa 5 >, G O Y �^ O V) E DATE 911-3 DRAWN CHECKED REVISIONS: PERMIT SET 9/28/23 IRRIGATION DETAILS & NOTES L3.07 fora 1430 NE 65th Street CAST IN PLACE CONCRETE WITH Seattle,WA 98115 LIGHT BROOM FINISH, SEE CIVIL t206-322-1T32 AND SPECIFICATIONS FOR TOPCAST FINISH; MASK OFF fora.lsna ADDITIONAL REQUIREMENTS CONCRETE EDGES PRIOR, LAYOUT BUTT JOINT WITH Fora Landscape architects 1/2' PRE-FORMED APPROVAL BY LANDSCAPE ARCHITECT. POLYMERIC SAND, SEE EXPANSION JOINT PROVIDE MOCKUP FOR APPROVAL WITH SPECS, TYP. MATERIAL W REINFORCEMENT PER CIVIL OWNER PROVIDE THICKENED CONCRETE /SEALANT SIDEWALK EDGE ADJACENT TO p WAS PER CIVIL FINISH GRADE PAVERS, SEE CIVIL FOR TAP. 4" THICK CONCRETE CONIC. DETAIL FLUSH PAVERS, SEE SITE a m SLOPE PER PLAN SEE PLANS TY PLAN, PAVERS TO BE o~iPc�U� _ ENGRAVED WITH DONOR FOR LAYOUT DNAMES IRECTION, COORDINATE PER CIVIL ` .% -1=e-'-e--a - R DISTRICT 0 COLD JOINT, SAW CUT, a WITH DISTRICT AS INATE BASECOURSE PER CIVIL o - TYP. •� '°o. EEDED. ,III-III MAX ,/8' DEPTH FINISH GRADE e Oq PE AR�� COMPACT SUBGRADE to o a 95% -III- J \ PROJECT MANAGEMENT: SCORE JOINT WS - �/� ROCK PROJECT MANAGEMENT SAW CUT, LAYOUT PER a .° o (425)572.6378 SITE PLANS "III��� /\//\//\ B" / //\//\//\ \ \// LANDSCAPE ARCHITECTURE FORA LANDSCAPE ARCHITECTS (206)322-1732 5/8" MINUS CRUSHED ARCHITECTURE: _ /\/\/\/\/\/\/\/\/\/\/\/\ \ ROCK BASECOURSE DVKEMAN ARCHITECTS BASECOURSE PER CIVIL (425)259-3161 EXPANSION JOINT III—III—III—III—III—III COMPACT TO 95% CIVIL: 1.0 SEE CIVIL DRAWINGS FOR STANDARD4r �E TOOLED, LAYOUT PER COMPACT SUBGRADE TO 95% 1" SAND SETTING BED JACOBSON CONSULTING ENGINEERS SITE PLANS ,, 206)426-2600 CONCRETE DETAIL. ICOMPACT SUBGRADEELECTRICALIPLUMBING: 2. PROVIDE EXPANSION JOINTS AS SHOWN TO 98%MINIMUM M25)33ENGINEERING (RUCTU6-2622 ON PLAN, AND WHERE PAVEMENT MEETS - I- DENSITY STRUCTURALBUILDINGS, OR STANDARD CONIC. PAVING. SEATTLE STRUCTURAL PS INC. 3. PROVIDE SCORE LINES AS SHOWN ON (206)343-3000 PLAN.4. SEE SPECS FOR ADDITIONAL FINISH REQUIREMENTS. NOTES: 1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS FOR SAND SET PAVERS. I..L 2. PAVERS TO BE ENGRAVED WITH DONOR NAMES PER DISTRICT DIRECTION. COORDINATE L.L ENGRAVING WITH DISTRICT AS NEEDED. NOTES: 3. SEE PLANS FOR CONCRETE PAVER LOCATION, LAYOUT PATTERN, COLOR AND OTHER 1. SEE PLAN FOR LAYOUT AND LOCATIONS. REQUIREMENTS. `n 1 CIP CONCRETE PAVING 2 SPECIALTY PAVING, TYPE 1 3 SAND SET DONOR PAVERS 1" = 1'-0" P-AR-39 1" = 1'-0" P-AR-44 1 1/2" = 1'-0" P-AR-40 M Z N 00 SET BOULDERS ON COMPACTED L aQ SUBGRADE, APPROXIMATELY ONE-THIRD TO REMAIN BELOW FINISH GRADE. p VARIES O C U a` BIKE RACK, SEE NOTES 1 z BELOW AND SPECS CONCRETE WEDGE G N ANCHORS 6"-8" ROUND RIVER Z a ROCK COBBLES, SEE SPECIFICATIONS -n- MAX Y2" GAP BETWEEN COBBLES O III III—III—I I I=1 I E�I—I I F III-III=III__"' _ I-III-1 III=1 ^ L.L 06 FINISH GRADE, DECORATIVE PAVING, SEE `} CIVIL '� / � COMPACT SUBGRADE TO 95% `O W m LEVEL AS DIRECTED USING e MIN. 2" SAND SETTING BED '� PLACEMENT IN PLANTING BED NATIVE SUB SOILS O a MINUS CRUSHED ROCK BASECOURSE COMPACTED TO 95% >' 2 O COMPACT SUBGRADE TO 95% Y O NOTES: COMPACTED GRAVEL BASE V J (n 1. LANDSCAPE ARCHITECT TO DIRECT PLACEMENT OF ALL BOULDERS IN FIELD. 2. ALL SEAT BOULDERS TO BE MINIMUM 18" ABOVE FINISH GRADE, MAXIMUM 24" HT. 3. BACKFILL AND COMPACT ALL GAPS ON SIDES AND BOTTOM TO PROHIBIT MOVEMENT AND MINIMIZE SETTLING. NOTES: DATE 911-3 4. REMOVE ALL DIRT AND DEBRIS FROM BOULDER SURFACES. 1. SPORTWORKS "WESTPORT" BIKE RACK WWW.SPORTWORKS.COM. 5. SEE SPECIFICATIONS FOR BOULDER TYPE /SIZES DRAWN 6. SEE GRADING PLANS FOR FINISH GRADE ELEVATIONS TOP AND BOTTOM OF BOULDERS. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. CHECKED REVISIONS: PERMIT SET 9/28/23 4 BOULDER 5 BIKE RACK 6 RIVER ROCK COBBLES 3/4" - 1'-0" 3/4•• - 1,-0" P-AR-43 3/4" - 1'-0" P-AR-35 SITE DETAILS L4.00 1. A fora 1. ALL SKATEBOARD DETERRENTS ARE TO BE FORMED ON ALL TOP AND FRONT FACES OF SEAT 1'-p^ WALLS WHEN ADJACENT TO PAVED AREAS EASED (" RADIUS), TYP. 1aao NE6stn street 2. TOP OF WALL ELEVATION TO REMAIN CONSTANT. DO NOT SLOPE TOP OF WALL WITH GRADE. Beattie,WA9Stre 3. AFTER FIRST WALL SECTION IS POURED, COORDINATE WITH ARCHITECT, LANDSCAPE ARCHITECT AND tattle A981 15 CIVIL ENGINEER REVIEW ON SITE PRIOR TO INSTALLING ADDITIONAL SEAT WALLS. 1" IF LANDSCAPE, fora.land * NOTED DIMENSION - OR AS SHOWN ON PLANS. FLUSH IF PAVING Fora Landscape Architects SECTION TWALL FINISH GRADE rn rn rn 1'_g^ SKATEBOARD DETERRENT TOP RUNS LEVEL SACKED FINISH OF WASy w z z AS SHOWN ON PROFILE III—III III— I7t1M / wz Q= 2'-0"* MAX 4' EQ. , ll llul3 FCo a F w AND FINISHES NOTE: PROVIDE ¢ e- \/ s 0 Ja ANTI-GRAFFITItdo •I o SLOPE _ COATING, TYPICAL ,- III III _ MI BAR L 12" O.C. EACH WAY, 1% ALL WALLS, MIN. 3" CLEARANCE c Q a a EDGES AS SHOWN ON _�Lo SEE SPECIFICATIONS N I� r , PROFILE AND FINISHES 3> w III III III 92�o�IJ \,�d1''.z�~ w a _ ' III—III—III- Oscay E%P 61z��\� FINISH GRADE, CIP CONC. 3000 PSI - APE AP CONDITIONS AS I, ° -I FINISH GRADE, CONDITIONS �o = `1 III SHOWN ON PLANS AS SHOWN ON PLANS FINISH r wI II —III—I GRADE Zd Z w PROJECT MANAGEMENT: O O a— 1 = ,:9 —I I I ROCK PROJECT MANAGEMENT III 3"M IN. (425)5]288I8 _ = LANDSCAPE ARCHITECTURE: SKATEBOARD ;I - CLEAR EORA LANDSCAPE ARCHITECTS —III I BARS CONTINUOUS FINISH GRADE (2061322 1732 EXPANSION JOINT, TYPICAL, DETERRENT WHERE ADJACENT TO III III, 4 NOTCH ARCHITECTURE CONCRETE PAVING III_EACH SIDE ,:•� III—III DYKEMAN ARCHITECTS (425)259-3161 #4 BARS VERT. AT 18" O.C. _ -4 III III— CIVIL: JACOBSON CONSULTING ENGINEERS _ —III III III—III-1 #4 BAR AT,2" O.C. EACH WAY, (206)426-2690 I- FRONT ELEVATION SECTION ELECTRICALIPLUMBING: III III - III MIN. 3" CLEARANCE METRIX ENGINEERING (4) #4 BARS HORIZ. i0 = (RUCTURAL CONTINUOUS COMPACT SUBGRADE TO 95% NOTES: I - ICI ° J$ — STRUCTURAL: FINISH: LIGHT SANDBLAST FINISH SEATTLE STRUCTURAL PS INC. #4 BAR AT 18" O.C. EDGES: EASE ALL EDGES, 1/4" RADIUS, TYP., FRONT, BACK, AND SIDES o 1 T (z061343so0a III-�I I . •�- ,. J . —I SECTION TO COMP5%ACT SUBGRADE -'' -1llll llllillllll la � SECTION: 18"WIDTH, 18"TYP. HEIGHT PROFILE AND FINISHES 9" 9° Q DCONCRETE SEATWALL 2 CONCRETE PLANTER WALL 3/4" = 1-0" P-AR-06 1" = 1-0" P-AR-08 Z � N N m 5 00 5G G � O 0 C 2 CONCRETE MONUMENT STAIRS EACH AT AY(24 D.C. Q CONCRETE PLANTER WALLS L4.01 CONCRETE SEATWALL e CLEAR MIN.) Z 13'-0" 19'-0" 18'-8" #4 BAR NOSING 7 a 2'-0" (TYP) 2" CLEAR L L O00 e� 2'-0" �K I 06 N N 4. ..:•.., :. <•. .: ; STEEL 1/2" X 24" ° :.. ...:...: .. .....:. • °.. - SMOOTH =1 =111=III=1 =1 1=1 =1=I=1 =1 =III=1 =1 =1 =1= = 1= - =1 1=1 I 1=I I I=I I I=1 1=1 1= =1=1 1=1 1=III=III=1 =1 1= =III=1 =1 1=III=III=1 =1 1= =III=1 = =11=III= =1 1= =III=1 =1 1= III—III—III—I11 II1 I 1 II III II I I I 1111=1I I 1 II I1 1 1 = =III= N III =III=� —� -III- III= = III= =I THICKENED EDGE TYPICAL a ELEVATION CONCRETE PAVING SECTION 50 L 0 O NOTES: U) 1. SEE PLANS FOR STAIR LOCATIONS AND EXACT NUMBER OF RISERS. v J 2. PROVIDE LIGHT BROOM FINISH ON ALL STAIR TREADS UNLESS OTHERWISE SPECIFIED. 3. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. DATE 911-3 DRAWN CHECKED REVISIONS: PERMIT SET 9/28/23 3 CONCRETE MONUMENT STAIRS 1'-0" P-AR-30 SITE DETAILS L4.01 ora WIDTHS VARY- SEE PLAN AND GATE SCHEDULE HINGE POST LATCH POST HINGE POST ++-3" CLR. MAX AS NOTED STRETCHER TRUSS ROD W/TURNBUCKLE 1430 NE ssm street POST CAP, TOP RAIL HINGE POST TYP BAR (TYP. seattie,wA9an5 FULCRUM STYLE 4 SIDES) CHAIN LINK FABRIC AND TIES t206-322-1T32 STRETCHER BAR, w ;LOCKABLE TRUSS RODS W 6" CLEAR fora.lana MALLEABLE ;GATE FORK LATC / FULCRUM STYLE LATCHES Fora Landscape Architects TYP. CHAIN LINK FABRIC w INDUSTRIAL FOR HEAVY DUTY TURNBUCKLES, N AT ALL GATES. GATE FORK Pe LINE, END AND AND TIES w m HINGE PADLOCK SEE SPECS cZi LATCH FOR HEAVY DUTY PADLOCK CORNER POST, STRETCHER BAR rn Z w TYP. Z DROP RO w m pF W A Sy, BANDS AT 12" O.C., ASSEMBLY w o �Fi J RgMgMGNC LINE, END AND Tom' a c0 ZI, ti=a a�`nn/ ssF o CORNER POST, w w J STRETCHER BAR y c a 2 r o COMMERCIAL TYP. a a w Z GRADE -TYP. 4 SIDES Q _ CHAIN LINK �� BULLDOG 2" CLEAR FROM FIN. GRADE LINE, END AND w FABRIC AND ow HINGE CORNER POST, BOTTOM RAIL = _ TIES a ALL JOINTS WELDED TO MAKE OSCas E%P.612C�\� TYP. ADJACENT CONDITION 2" MAX GRADE ADJACENTav SOLID FRAME '1PE Alt REFER TO SITE PLAN FINISH GRADE - - ;p - - - - - - - - �w FINISH GRADE PROJECT MANAGEMENT: -III III III- ICI 6" CLEAR ROCK PROJECT MANAGEMENT III, ¢ III ^ ,III HOLD TOP OF FOOTING (NDSCAPEAR _ _ LANDSCAPE ARCHITECTURE: _ FORA LANDSCAPE ARCHITECTS ALL JOINTS WELDED ' III-III-III,, t 6" BELOW FINISH GRADE _ _ HOLD TOP OF FOOTING TYP. ARCHITECTURE: `h TO MAKE SOLID FRAME III III DYKEMAN ARCHITECTS - a III-III 6" BELOW FINISH GRADE _ DIA. CONC. CENTER HOLD TOP OF (425)2593161 STOP WITH PVC SLEEVE FOOTING 6" BELOW -III- III III INSERT. PROVIDE A SIMILAR FINISH GRADE, TYP. CIJACOBSON VIL: :' FOOTING, SIZE (06)4 6-600 CONSULTING ENGINEERS NOTED BELOW STOP FOR EACH GATE ARM ELECTRICALIPLUMBING: TO HOLD IN OPEN POSITION FOOTING, SIZE METRIX ENGINEERING FOOTING, SIZE NOTED BELOW (425)336-2322 NOTED BELOW NOTES: STRUCTURAL: NOTES: 1.SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL INFORMATION ON POSTS,FOOTING AND OTHER COMPONENTS. SEATTLE STRUCTURAL PS INC. 1. SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL INFORMATION ON POSTS,RAILS,FOOTING AND OTHER COMPONENTS. 2.ALL GATES TO BE INSTALLED PLUMB AND SECURE FOR FULL OPENING WITHOUT INTERFERENCES. NOTES: (206)343-3000 2.PROVIDE CONCRETE MOW STRIPS WHERE SHOWN ON DRAWINGS. 3.ATTACH HARDWARE BY MEANS WHICH WILL PREVENT UNAUTHORIZED REMOVAL. 1. SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL INFORMATION ON POSTS,FOOTING AND OTHER COMPONENTS. 3.ALL FENCE COMPONENTS TO BE BLACK VINYL COATED OR BLACK POWDERCOATED. 4.TACK WELD ALL GATE HARDWARE AFTER ADJUSTMENT. 2.ALL GATES TO BE INSTALLED PLUMB,AND SECURE FOR FULL OPENING WITHOUT INTERFERENCES. , 4.REFER TO SITE PLAN AND GATE SCHEDULE. 5.ADJUST HARDWARE FOR SMOOTH OPERATION. 3.ATTACH HARDWARE BY MEANS WHICH WILL PREVENT UNAUTHORIZED REMOVAL. Y 5.ALL MESH OPENING TO BE 2"OR OTHERWISE NOTED ON PLAN. 6.PROVIDE CANE BOLT AND RECEPTACLE IN PAVEMENT TO SECURE EACH SIDE IN FULLY OPEN POSITION. 4.ADJUST HARDWARE FOR SMOOTH OPERATION. 6.PROVIDE CONTROL OR EXPANSION JOINT AT EACH POST LOCATED IN CONCRETE. 7.ALL GATE COMPONENTS TO BE GALVANIZED UNLESS OTHERWISE NOTED ON PLAN. 5.REFER TO SITE PLAN AND GATE SCHEDULE. 7.POST SPACING 10'-0"O.C.MAX. 8.WHEN NOTED ON PLAN,ALL BLACK VINYL COATED GATE COMPONENTS TO BE BLACK VINYL COATED OR BLACK 6.ALL GATE COMPONENTS TO BE BLACK VINYL COATED OR BLACK POWDERCOATED. 8.END/CORNER POST FOOTINGS: 12"HOLE DIAMETER,42" DEEP,36"POST EMBEDMENT. POWDERCOATED. 7.ALL MESH OPENING TO BE 2"OR OTHERWISE NOTED ON PLAN. 9.LINE POST FOOTINGS: 12"HOLE DIAMETER,36" DEEP,30"POST EMBEDMENT. 9.REFER TO SITE PLAN AND GATE SCHEDULE 8.GATE POST FOOTINGS: 12"HOLE DIAMETER,42" DEEP,42"POST EMBEDMENT. 10.ALL MESH OPENING TO BE 2"OR OTHERWISE NOTED ON PLAN. 9.PROVIDE BLACK VINYL SIGHT OBSCURING SLATS WHERE NOTED ON PLAN. 11.GATE POST FOOTINGS: PER SPECIFICATIONS. n 12.PROMDE BLACK VINYL SIGHT OBSCURING SLATS WHERE NOTES ON PLAN L.L (� 4'-6' HT. CHAIN LINK FENCE 2 DOUBLE SWING CHAIN LINK GATE 3 SINGLE SWING CHAIN LINK GATE 1/2" - 1'-0" P-AR-03 1/2" - 1'-0" P-AR-01 1/2" = 1'-0" P-AR-02 M Z N N 00 SLOPE AT 1.9% 1/4" 5' MAX, SPACE EQ. L aQ GALVANIZED HANDRAIL, EASE EDGES 1 5 1.66" DIA. SCH. 40 PIPE. C 1/2"R AT EACH NOSING PROVIDE 1/2" EDGE 8" c TYP. RADIUS AND (4) SAFETY GROOVES STEEL 6" SMOOTH 3_1/2" O O TO BE 3/4" APART AND 1/4" DEEP STEEL DOWEL®24" CHEEK WALL OR R, TYP. � I) O.C. AT TOP AND TOP OF RETAINING WALL WHERE TOOLED IN PARALLEL WITH SAFETYT a .� BOTTOM OF STAIRS, STAIR NOTED ON PLANS HANDRAIL LOCATIONS STEP EDGER TOOL Q Q GREASE ON END, TYP. a � AS SHOWN ON PLAN < o w- ow r---- �tr I EXPANSION JOINT, 00 w N o W TYP. AT TOP AND 3.ro w x IJE o o (1) STAIR NOSING: TOOLED BOTTOM OF STAIR �`-- 3� z tt 0 >�1'-5" TOP OF STAIR r 3 w a 117 EAD, 5" o d 12" TYP. r--- BEYOND N SEE CHEEK PI, 2 MINI J w w? WALL INTERM �p F.G. w w POSECTION SHO `�aa ___ STAIR PR ° ,y G✓ - - '- a A s Jr III eG?w L BOTTOM OF STAIR =j I- 5" TREAD, TOP OF STAIR Cld w 0 BEYOND _ 1'-5" III III 1 _ = Le •II •• w�3'w _ _-_III SEE STAIR SECTION o 12"MIN.ER AND \ -a m - I I-III TREAD FOR ISDIMENS DIMENSIONS T SEE STAIR SECTION I 1 1 m AND DETAILING FOR RISER AND LLI -III- TREAD DIMENSIONS C #4 BAR NOSING (TYP.) 2" CLEAR IIIIII BOTTOM OF STAIR AND DETAILING #4 BAR ®24" O.C. EACH WAY #4 REBAR ®18" O.C. EACH WAY IN BOTTOM HANDRAIL HANDRAIL SLEEVE INSERT+/- 2" DIA., O a 1, ll III (2" CLEAR MIN.), COMPACT CHEEK WALL(TYP.). COORD. STEEL OF STAIR SLEEVE INSERT GROUT IN PLACE W/WATERPROOF a) TIE TO CHEEK WALL IF APPLICABLE, SUBGRADE TO 95% W/HANDRAIL SLEEVE LOCATIONS NON-SHRINK GROUT. SLEEVE DEPTH 6" _Y SEE ELEVATION SECTION ELEVATION ^ E NOTES: SECTION ELEVATION V J C0 COMPACT 1.SEE LANDSCAPE PLANS FOR STAIR LOCATIONS AND EXACT NOTES: SUBGRADE TO 95% NUMBER OF RISERS. 1. PROVIDE INTERMEDIATE POSTS AS SHOWN ON STAIR PROFILES. 2.SEE ENLARGEMENT FOR TREAD SLOPE AND NOSING DETAIL. 2. PROVIDE SHOP DRAWINGS FOR HANDRAILS. GRIND ALL WELDS SMOOTH DATE 3.PROVIDE LIGHT BROOM FINISH ON ALL STAIR TREADS. AND FREE OF BURRS. EASE EDGES. 9/15/23 3. NO ON-SITE WELDS ALLOWED. DRAWN SECTION: 6" RISER, 12"TREAD CHEEKWALL: 8"WIDTH HANDRAIL: GALVANIZED STEEL CHECKED REVISIONS: CONCRETE STAIRS PERMIT SET 9)28/23 4 3/4" = 1'-0" P-AR-10 SITE DETAILS L4.02 ROUND FOOTING AT FINISH 1'-10" 20'-3" ora GRADE, REFER TO SITE Nz PLAN 2X2X}HSS STEEL POST SMOKEY PO NT COMMUNITY PARK I 1430 NE 65th Street W o Seattle,WA 98115 Of P� a D fora.land iT32 a�f 2X4X}HSS CROSS 06� Fora Landscape Architects z o SUPPORTS Nm � PARK SIGNAGE FONT, NAME AND SIZE TO ° BE APPROVED BY THE MUNICIPALITY O� ORNAMENTAL METAL PANEL HSS RECTANGULAR STEEL BEAM, OF WA, N pOO� 1'X 2"X}" P-- "N 3 RAMSgfGS CI. CL FLAGPOLE- SEE ARCHITECTURAL aamm® y co���lo°i PLAN VIEW ALUM. FLASH COLLAR B� PROVIDE WATERPROOF CEMENT �� 6X6X1/4 HSS, COLOR TBD CAULKING COMPOUND 0 COLLAR CONC PAVING EXP. JT., TYP. eG 20 �aS EXP.6126\ry\�� ��® sOgpE ARG� FLUSH i 2 PROJECT MANAGEMENT: ROCK PROJECT MANAGEMENT p0 (425)572.6878 HARDWOOD WEDGES 5 POST ATTACHMENT LANDSCAPE ARCHITECTURE: L4.03 FORA LANDSCAPE ARCHITECTS 2X4X}HSS CROSS ��"g� (CHTECTUR ° COMPACT SUBGRADE TO 90% SUPPORTS D��°m ARCHITECTURE: p p°�QD�a DVKEM9-3161 ARCHITECTS= FOUNDATION SLEEVE - STEEL \FyP 0n (425)259-3161 9 0'-2" CONCRETE SEATWALL CIVIL: _ DRY SAND, TIGHTLY TAMPED oo P° JACOBSON CONSULTING ENGINEERS ALIGNING a (zos)42s zsoo AFTER GNING POLE ELECTRICALIPLUM6ING: }"LEVELING PLATE WELDED METRIX ENGINEERING _ CONC. FOOTING 3000 PSI (425)336-2822 TO FRAME STRUCTURAL: STEEL CENTERING WEDGES 2X4X1/4 HSS CROSS SEATTLE STRUCTURAL PS INC. io III III III GROUND SPIKE SUPPORTS (206)343-3000 _ HOLD FRAME J" ABOVE FINISHED GRADE rn Eq. 1'-2" EQ. Ll I..L PER MANUFACTURER'S CONCRETE FOOTING, HOLD RECOMMENDATIONS BELOW CONCRETE PAVING NOTES: 1. CONTRACTOR TO PROVIDE ENGINEERED SHOP DRAWINGS AND APPLY FOR SEE ENTRY PILLAR BASE PERMIT. '-6' DETAIL 1 FLAGPOLE 2 ENTRY LIGHT PILLAR SECTION/ELEVATION 1/2" = 1'-0" P-AR-05 1/2" = 1'-0" P-AR-50 ko N N 00 Lj 2"X1'4 HSS STEEL BEAM THICK POLYCARBONATE, SEE ENTRY PILLAR DETAILS SEE PLANTER OR SEAT 1—2 HSS 6X6X}POST, PAINTED COLOR TBD WALL DETAIL FOR FINISH BLACK METAL SKIN MITERED AND EDGE TREATMENT O WELDED CORNERS SEE PLANTER OR SEAT WALL FOR REINFORCING AT NON POST O 5) LOCATIONS I,2X4X}HSS CORSS f Q, SUPPORT WELDED TO - FINISH GRADE VARIES, SEE PLAN v PILLAR FRAME 2X2 HSS STEEL POST I SECTION A <, (3)#4 TIES 2 O.C. AT TOP" z 2X4 HSS CROSS SUPPORT °r WITH REMAINDER AT 6" O.C. MAX. r a ORNAMENTAL METAL #4 EACH CORNER Z a PANEL 9. I. L 2X2X}HSS POSTS&2X4 2-6 w HSS SUPPORT FRAMES ENLARGEMENT(NTS) CONCRETE FOOTING, > -ORNAMENTAL METAL - PANEL, (4) SIDES o HOLD BELOW F` 7 06 CONCRETE PAVING <I I.. METAL SKIN WRAPS OUTSIDEI'_ OF POST&FRAME WELDED — 3" MIN. > CORNERS ,' CLEAR I 1 I m (4) 1/4" J BOLT FINISH GRADE W SECTION B - '0 L.I II PL. }"X70"X10" ROTATED 90 O II _ Il` DEGREES Lj Li I J L Oa. r 7. 14' GROUT >, Y O O }" LEVELING PLATE WELDED TO (4) }"p ANCHORS O CROSS SUPPORTS rO (2) #4 REBAR I A E ACCESS PANEL WITH TAMPER 4-0 (4) #4 REBAR vJl cf) PROOF SCREWS INTO THE O O CROSS SUPPORTS DATE 9/15/23 1'-6" DRAWN SECTION C CHECKED REVISIONS: PERMIT SET 9/28/23 3 ENTRY PILLAR PLANS 4 ENTRY PILLAR BASE 5 CATENARY POLE BASE 1" = 1-0" P-AR-52 1" = 1-0" P-AR-54 1" = 1-0" P-AR-53 SITE DETAILS L4.03 IMPACT BINDER COURSE. fora DEPTH SHALL CORRESPOND TO 1/2" POURED-IN-PLACE 2X4 PT HOOD NAILER,SECURE TO CURB 18"O.C. 2X4 PT WOOD NAILER,SECURE TO CURB 18"O.C. CRITICAL FALL HEIGHT OF RUBBER WEAR COURSE. W/Y4 X 5"GLV EXPANSION ANCHORS W/Y4 X 5"GLV.EXPANSION ANCHORS Seat le WA65t 9811eet PLAY EQUIPMENT SLOPE TO DRAIN PER CIVIL Seat6e,WA98115 t 206-322-1]32 DRAWINGS 1"DEPTH SYNTHETIC TURF CARPET AND INFlLL 1"DEPTH SYNTHETIC TURF CARPET AND INFlLL fora.Hand 1-0" CONCRETE CURB TO BE PROVIDED AND INSTALLED BY OTHERS VIA TO BE PROVIDED AND INSTALLED BY OTHERS VIA PURCHASING COOPERATIVE,NOT IN BASE PURCHASING COOPERATIVE,NOT IN BASE Fora Landscape Architects C.'ACT CONTRACT - 3"DEPTH FOAM PLAYGROUND PAD TO BE 3"DEPTH FOAM PLAYGROUND PAD TO BE _ a PROVIDED AND INSTALLED BY OTHERS VIA PROVIDED PND INSTALLED BY OTHERS VIA ^., PURCHASING COOPERATV£ NOT IN BASE CONCRETE PURCHASING COOPERATIVE NOT IN BASE F W A R ' f = - _- _ ♦ CONTRACT.CONFIRM DEPTH WTH PLAYGROUND CONTRACT.CONFIRM DEPTH WITH PLAYGROUND 0 Ni - "'} THICKENED EDGE Fi J Rq N ` PAD SUPPLIER PPD SUPPLIER •� ECMM n11MMSM� C �• —1'-0" 2"PERMEABLE TOP STONE, 2 PERMEABLE TOP STONE, _°'\"V V/3 SSF o .• •.''•!!:`�. ".'. FINISH GRADE FINISH GRADE y c a Z SPECIFICATICINS ... . ONS " '' :.�•' � ,I IIIII I I I � I- . .I I.I. I� .7F'..w.w . w'a ¢ N _ •� � APE pR N OZ ZZ '•!i' m D_^ ••�•••: ••�• j PROJEC MANAGEMENT ROCK PROJECT MANAGEMENT COMPACTED =,m= •' , �� LANDSCAPE ARCHITECTURE: V N (NDS 5APE AR AGGREGATE BASE — rn '' El COURSE .!p% •�� °.. " FORA LANDSCAPE ARCHITECTS COMPACTED _ _ (206)322-1732 SUBGRADE ARCHITECTURE: DYKEMAN ARCHITECTS (425)259-3161 —1—0" � � — CIVIL: —I — MIN. 8.25" PERMEABLE BASE — JACOBSON CONSULTING ENGINEERS MIN. 8.25" PERMEABLE BASE (206)426-2600 (2) #4 BARS HORZ. STONE, DEPTH VARIES WITH STONE, DEPTH VARIES WITH ELECTRICALIPLUM6ING: CONTINUOUS, TYP. SUBGRADE, SEE SUBDRAINAGE TCOMPACT'SUBGRADE SUBGRADE, SEE SUBDRAINAGE METRI%ENGINEERING PLAN AND SPECIFICATIONS TO 95� PLAN AND SPECIFICATIONS (625I 336-2822 - — ••-O•! STRUCTURAL: _ • COMPACT SUBGRADE SEATTLE STRUCTURAL PS INC. -- --------------- •`•! :'ry'+± TO 95%. GEOTEXTILE FABRIC,TENCATE MIRAFl RS380i GEOTEXTILE FABRIC,TENCATE MIRAFl RS380i (206)343-3000 CONCRETE CURB EDGE CONDITION OR APPROVED EQUAL OVERLAP MINIMUM 14 CONCRETE SIDEWALK EDGE CONDITION OR APPROVED EQUAL OVERLAP MINIMUM 12", '�`� !�'_; •�.% SECURELY STAPLE IN PLACE. SECURELY STAPLE IN PLACE. IIIIIIIIIIII-III ':. 4'. �:. NOTE: HI - > .j. •'s +��i'«' 1. PLAY EQUIPMENT STRUCTURES TO BE PROVIDED AND INSTALLED BY OTHERS VIA PURCHASING COOPERATIVE. - A - 2• COORDINATE PLAY EQUIPMENT FOOTING INSTALLATION TO OCCUR PRIOR TO PLACEMENT /r OF GEOTEXTILE AND BASE ROCK. \� 3. COORDINATE NAILER INSTALLATION WITH SYNTHETIC TURF INSTALLER ASA NEEDED. 4. COORDINATE SUB DRAINAGE WITH PLAY STRUCTURE FOOTINGS. 5. MAXIMUM SLOPE WITHIN PLAY EQUIPMENT FALL ZONE IS 27 1 POURED IN PLACE RUBBER SAFETY SURFACING 2 SYNTHETIC TURF AT PLAY AREA 1 1/2" = 1' 15' P-AR-45 1 1/2" - 1'-0" P-AR-37 C'7 Z N N 00 rL NOTE: Q 1. SEE PLAN FOR EMBANKMENT SLIDE LOCATIONS. I G� , 2. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. EMBANKMENT SLIDE SEE SPECIFICATIONS4' MIN. CLEAR p 3. ALL HARDWARE TO BE STAINLESS STEEL. ONOF L SIDES 3'-10' 4. CONTRACTOR TO SUBMIT SHOP INSTALS AND ;,� TYP. O E MOCK-UP RAC FOR APPROVAL PRIOR INSTALLATION. '- SYNTHETIC TURF PLAY CONCRETE AN U Q 13' t 5,• SURFACING PAMNG SEE SPECIFICATIONS z FINISH GRADE EMB KMENT SIJDEE,, Z a a: L1�r � O o /// . . . . . FINISH SUDE AT a_ 0 a5 ° \ > FINISH GRADE ��F, \/ P L CONCRETE ER . . . . . . ------- 11 1 m CONCRETE FOOTING . . SYNTHETIC TURF PLAY L�LI a 0 BASE ROCK SURFACING 6"-8"ROUND RIVER ROCK SYNTHETIC TURF PLAY _I T SURFACING CONCRETE 0 COBBLES, SEE J/L-404 � �PAVING N � YO COMPACT SUBGRADE TO 957 r MINUS CRUSHED ROCK BASECOURSE " f)COMPACTED TO 957 FOOTING CONCRETE CURB EDGE DATE 911-3 FINISH GRADE/\ DRAWN BASE ROCK BOTTOM OF SLIDE CHECKED SECTION PLAN ELEVATION REVISIONS: PERMIT SET 9/28/23 3 EMBANKMENT SLIDE 1/2" = 1'-16' P-AR-31 SITE DETAILS L4.04 fora 1430 NE 65th Street Seattle,WA 98115 t:206-322-1732 2"X8"X8" CAP AT CORNER foraJantl AND END POSTS Fora Landscape Architects 2"X4" CAP OF WASy �Fi �J RASM�C 2"X6" TOP RAIL Q' , y ad�Me sFZ 1"x6" FENCE PLANKS, vQ ALLOW 1/8" SPACE BETWEEN PLANKS r2 iO o � 61M1 � POSTS AT 8' O.C. +/— �o, EXP.611 • (MAINTAIN UNIFORM SPACING BETWEEN POSTS) PROJECT MANAGEMENT: ROCKPROJECT MANAGEMENT (425)572.6878 2"X4" BOTTOM RAIL LANDSCAPE ARCHITECTURE: . . . . . . . . . . . . . . . . FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECTURE: DVKEMAN ARCHITECTS CIVIL:71- JACOBSON CONSULTING ENGINEERS 425)259-3161 Jj-.11 =III- (206)426-2600 - - _ 12" DIAMETER CONCRETE FOOTING, AT LINE POSTS. ELECTRICAUPLUMBING: _ 18" DIAMETER FOOTING AT END AND CORNER METRIX ENGINEERING III _ III III POSTS SLOPE TOP OF FOOTING FOR DRAINAGE. (425)336-2822 =yyy= =yyy= STRUCTURAL: SEATTLE STRUCTURAL PS INC. I�III �JII (208)343-3000 NOTES: 1. END AND CORNER POSTS TO BE 6x6s. LINE POSTS TO BE 4x4s. ALL POSTS TO BE PRESSURE TREATED LUMBER). 2. ALL OTHER WOOD TO BE TIGHT KNOT CEDAR. ry 3. ATTACH RAILS TO POSTS WITH NON—VISIBLE GALVANIZED BRACKET. 4. ALL HARDWARE TO BE GALVANIZED STEEL 5. FINISHED SIDE OF FENCE TO FACE INTO SITE. `L}L 1 1 WOOD FENCING z N N D m 5 m 5G G � O 0 C C) a z Z a 0 00 I- 0-6 w m 0 0a 5 � G N 0 U) DATE 911-3 DRAWN CHECKED REVISIONS: PERMIT SET 9/28/23 SITE DETAILS L4.05 ARCHITECTURAL ABBREVIATIONS ANNOTATION LEGEND GENERAL NOTES -SITE PLAN BUILDING ELEMENT TAGS A. FOR DETAILED SITE INFORMATION,REFER SI CIVIL R UTES O TRAVEL, DRAWINGS. fora L ANGLE FA FIRE ALARM CA OVERALL B. FOR ACCESSIBLE PARKING AND ALL ACCESSIBLE TO EIL AND L REFER S.CIVIL AND & AND FED FURNISHED BY OTHERS OC ON CENTER LANDSCAPE DRAWINGS. AS ANCHOR BOLT FD FLOOR DRAIN O.D. OVERFLOW DRAIN ROOM NAME C. FORALL EXISTING AND PROPOSED EASEMENTS,REFER TO CIVILAND LANDSCAPE DRAWINGS. ACT ACOUSTICAL CEILING TILE FDN FOUNDATION OD OUTSIDE DIAMETER NORTH ARROW 101 ROOM NAME&NUMBER ADD ADDENDUM FE FIRE EXTINGUISHER OFCI OWNER FURNISHED A.F.F. ABOVE FINISH FLOOR FEC FIRE EXTINGUISHER CABINET CONTRACTOR INSTALLED NOTES 1430 NE 651h Street AILS AREA LIGHT STANDARD FF FINISH FLOOR OFOI OWNER FURNISHED OWNER Seatee,WA 98115 NORTH t 206-322-1 T32 ALUM ALUMINUM FFE FINISH FLOOR ELEVATION INSTALLED WS.10 WALL TYPE Tora.lantl ANOD ANODIZED FIN FINISH OH OVERHEAD 11R Sheet List FL FLOOR OPNG OPENING Fore Landscape Architects BC BOTTOM OF CURB FO FACE OF OPP OPPOSITE DIMENSIONAL CONTROL Sheet Number Sheet Name BD BOARD FOC FACE OF CONCRETE OS OUTSIDE 101 DOOR NUMBER BLDG BUILDING FOF FACE OF FINISH A1.01 ARCHITECTURAL SITE PLAN BLKG BLOCKING FOM FACE OF MASONRY PIP POURED IN PLACE A2.01 STAGE FLOOR AND ROOF PLAN B.M. BENCH MARK FOS FACE OF STUD PL PROPERTY LINE �� O WINDOW TYPE A203 STAGE EXTERIOR ELEVATIONS 12859 BM BEAM FRT FIRE RETARDANT TREATED PLAS PLASTER ( 0 t—+— GRIDS . REGISTERED BOT BOTTOM FTG FOOTING PLYWD PLYWOOD \J A2.04 STAGE SECTIONS ARCHITECT BTU BRITISH THERMAL UNIT FURR FURRING PSF PER SQUARE FOOT 0_0" A3.01 PICNIC SHELTER FLOOR AND ROOF PLAN BTWN BETWEEN P CEILING ELEVATION FROM FLOOR LEVELT. PRESSURE TREATED A3.03 PICNIC SHELTER EXTERIOR ELEVATIONS GA GAUGE PVMT PAVEMENT 0 A3.04 PICNIC SHELTER SECTIONS PATRICIA SUSAN SHERMAN C ORC CHANNEL GAL V GALVANIZED CB CATCH BASIN GB GRAB BAR R. RADIUS O ROOF ASSEMBLY TYPE A4.01 RESTROOM FLOOR AND ROOF PLAN CCTV CLOSED CIRCUIT TV GC GENERAL CONTRACTOR R.D. ROOF DRAIN A4.03 RESTROOM EXTERIOR ELEVATIONS STATE OF WASHINGTON CIS CORNERGUARD GL GLASS REF REFERENCE NAME LEVEL DATUM A4.04 RESTROOM SECTIONS C.I.P. CAST IN PLACE GND GROUND REFR REFRIGERATOR ELEVATION O MATERIAL MARK A8.01 EXTERIOR DETAILS CLG CEILING GVP GYPSUM VENEER PLASTER RECII REQUIRED A2.02 STAGE REFLECTED CEILING PLAN PROJECT MANAGEMENT: CLR CLEAR GWB GYPSUM WALL BOARD REV REVISE OR REVISION A3.02 IPICNIC SHELTER REFLECTED CEILING PLAN ROCK PROJECTMANAGEMENT CJ CONTROLJOINT RM ROOM ci� CENTERLINE MARK (425)572-6878 CMU CONCRETE MASONRY UNIT HB HOSE BIB R.O. ROUGH OPENING Revisions LANDSCAPE ARCHITECTURE: CONT CONTINUOUS HC HANDICAP RCP REFLECTED CEILING PLAN FORA LANDSCAPE ARCHITECTS (206)322-1T32 CORR CORRIDOR HDWR HARDWARE ARCHITECTURE: REVISION TAG CS.J CONSTRUCTION JOINT HM HOLLOW METAL SB SMART BOARD SPOT ELEVATION A DYKEMAN ITECT6 CSMT CASEMENT HW HOT WATER Sc SOLID CORE AAA 0 10'-8" 21'-4" 42'-8" CIVIL: s9a161 CT CERAMIC TILE HVAC HEATING,VENTILATION AND SECT SECTION cJAC CTR CENTER AIR CONDITIONING SF SQUARE FOOT JACOBSON CONSULTING ENGINEERS CL CENTERLINE SHTG SHEATHING REVISION CLOUD (206)426.2600 Scale:3/64"=1'-O" ELECTRICALPLUMBING: INSUL INSULATION SHWR SHOWER DRAWING CALLOUT TYPES NORTH METRIX ENGINEERING DEL DOUBLE INT INTERIOR SHT SHEET (425)336.2522 DTL DETAIL SIM SIMILAR STRUCTURAL: DF DRINKING FOUNTAIN JAN JANITOR Si SEISMICJOINT SEATTLE STRUCTURAL PS INC. DIA DIAMETER JT JOINT SM SHEET METAL (206)343-3000 DAG DIAGONAL JET JOST SPEC SPECIFICATION A3.01 1B EXTERIOR ELEVATION CALLOUT DIM DIMENSION SQ SQUARE DISP DISPENSER L LENGTH SS STAINLESS STEEL DN DOWN LAV LAVATORY STD STANDARD 1A DP DAMPROOFING LB LAG BOLT STL STEEL A' DR DOOR LKR LOCKER STOR STORAGE IL.YL DS DOWNSPOUT LS LANDSCAPING STRUCT STRUCTURAL AS 113 INTERIOR ELEVATION CALLOUT DT DRAIN TILE LVR LOUVER SUSP SUSPENDED /r DWG DRAWING \� MAT'L MATERIAL T TEMPERED GLAZING 1C EA EACH MAX MAXIMUM TC TOPOFCURB EF EXHAUSTFAN MB MARKERBOARD TEL TELEPHONE __ EJ EXPANSION JOINT MECH MECHANICAL T&G TONGUE AND GROOVE I� ) SIM EL ELEVATION MED MEDIUM THK THICK CALLOUT ELEC ELECTRICAL MEZZ MEZZANINE TJ TOOL JOINT A101 E.O.S. EDGE OF SLAB MFR MANUFACTURER TP TOP OF PAVEMENT l 1 ENGR ENGINEER MH MANHOLE TYP TYPICAL ` EP ELECTRICAL PANEL MIN MINIMUM TOD TOP OF(MATERIAL) M EQ EQUAL MR MRROR TOP TOP OF PARAPET 7 N EQUIP EQUIPMENT MI SIC MISCELLANEOUS TOS TOP OF STRUCTURE SIM L N ES EACH SIDE MTO MOUNTED A1101 BUILDING SECTION CIDEW EACH WAY MTL METAL UNFIN UNFINISHED EXST EXISTING UNO UNLESS NOTED OTHERWISE (E) EXPANSION NA NOT APPLICABLE C Q EXT EXTERIOR NIC NOT IN CONTRACT VB VAPOR BARRIER G NOM NOMINAL VERT VERTICAL SIM NS NELSON STUD VEST VESTIBULE 1 NTS NOT TO SCALE VFY VERIFY A101 WALL SECTION 0 W/ WITH O WC WATER CLOSET i- WD WOOD — WF WIDE FLANGE SIM U Q WG WIRE GLASS 1 WH WATER HEATER A701 DETAIL SECTION W/O WITHOUT LLI WP WATERPROOFING WT WEIGHT 7 L a L o lO � PICNIC I //�.. I 2: + .; + + + `� \ A3:o1 SHELTER _ .. ✓ I - I I m 1 � �O ■ — a \ \ _ -- z A � PLAY AREA PHASE[L E— [L / ® STAGE a J T GREAT LAWN — — — j x I 1 r ALLEY- } ■ A2.01 - ` A4.01 I ---PHASE Z.v DATE 9/28/23 YO ■ ■ I) \\ _I DRAWN OF CHECKED SG PLAZA _ — _ — —— _ _ -- — _— --` / — � REVISIONS: PERMIT SET 9/28/23 i ■ �, �/ I _, �RESTROOMS1 I� _ � ` sSicD 10/09/23 / -- _ — — ® � � _— — �� � �� � BID SET 10/20/23 i I I -- ---- --- - ------------ � ARCHITECTURAL - -- -------------- -------- ------- - ----- fl SITE PLAN I J ARCHITECTURAL SITE PLAN 178TH PL SE GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. B. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street Sea61e,WA 98115 t 206-322-1732 KEYNOTE LEGEND '°'..land Fore Landscape Architects KEYNOTE I KEYNOTE TEXT 1. SCREEN WALL-REFER TO STRUCTURAL FOR SUPPORT FRAME. 2. COLUMN PER STRUCTURAL,TYP. 3. CONCRETE PAVING-REFER TO LANDSCAPE DRAWINGS. 12859 4. CONCRETE STEPS-REFER TO LANDSCAPE DRAWINGS. REGISTERED 5. ALIGN WITH EDGE OF PAVING. ARCHITECT 6. EDGE OF ROOF ABOVE. 7. RIDGE LINE ABOVE. 8. SCUPPER AND DOWNSPOUT,TYP. PATRICIA SUSAN SHERMAN 9. GUTTER,TYP. STATE OF WASHINGTON 10. EDGE OF PAVING-REFER TO LANDSCAPE DRAWINGS. 2 11. ELECTRICAL OUTLET PER ELECTRICAL,TYP. 2 12. FLOOR BOX PER ELECTRICAL,TYP. Si S2 A2.03 A2.04 S3 S1 S2 A2.03 A2.04 S3 13. LIGHTING CONTROLS EQUIPMENT CABINET PER ELECTRICAL. 14. 1518, X 3 5/8"METAL STUD BEYOND,TYP.(4) PROJECT MANAGEMENT: 1 1 15. STANDING SEAM METAL ROOF RGCK PROJECTMANAGEMENT (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS 8 (206)322-1732 18,-0' 1 B'0„ ARCHITECTURE: 5 DYKEMAN ARCHITECTS 6'-0" 12'-0" 4' 0" (425)259-3161 CIVIL: 2 JACOBSON CONSULTING ENGINEERS _____________t-______ ______ _____________________ ____________________________, (206)426.2600 2'-0" 2'-0" ELECTRICALrPLUMBING: 10 METRIX ENGINEERING (425)336.2822 ;12 STRUCTURAL: SEATTLE STRUCTURAL PS INC. SA —Ii 8 ' a — — °. d— SA — — — — — — — — (206)343-3000 °Q d ° ° - _ > ad. d d 4 ° ° d° 4:12 4:12 / d° - ° Q 4 - lit ❑ ° °d M d° d is a Z N ° 4 4° h° 4 ° d di l}I a O � d D O C4 3 ° e J r d �° d a a ° a U Q 4 ° a °I d � f I s u.i a � ° d �g 1 � 14 ° , J_a Az.oa ° RIDGE — d z � 4 lit d n� � A2.03 4 q ° 4d °.. �, ° � . I a Az.03 4 q ° 2 A2.03 2 A203 00 4 W ° D � r J 14 a ° 4 d �d. O °a I I I I O ° T ° - d 4 ° d❑ 4:12 4:12 13 ° d 1 E 1 d 2 2 DATE 9/8/3 ° 4° I °4 ° DRAWN OF d ° CHECKED SG REVISIONS: d a d PERMIT SET 9/28/23 95%CD 10/09/23 —L ° SB — -- --------_1� -- -----1�-- SB — — — — — — BID SET 10/20/23 II B2 � I 2'-0" 2'-0" TYP. A8.01 3 J 3 STAGE FLOOR AND ROOF PLAN A2.03 8 A2.03 0 m 2'-S" i 9ca16:3,8„-,,-D" A2.01 STAGE FLOOR PLAN 2 STAGE ROOF PLAN NORTH 3I8"=1'-0" 3/8"=1'-0" GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. B. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street S-W.,WA 98115 t 206-322-1732 KEYNOTE LEGEND m.land KEYNOTE KEYNOTE TEXT Fore Landscape Architects 1. COLUMN PER STRUCTURAL,TYP. 2. BEAMS PER STRUCTURAL.STAIN S-1,TYP. 3. TONGUE AND GROOVE DECKING.STAIN S-1,TYP. 12859 4. SCUPPER AND DOWNSPOUT,TYP. REGISTERED 5. GUTTER,TYP. ARCHITECT 6. ELECTRICAL OUTLET PER ELECTRICAL,TYP. 7. LIGHT FIXTURE PER ELECTRICAL,TYP. 8. FLOOD LIGHT PER ELECTRICAL,TYP. PATRICIA SUSAN SHERMAN 9. SECURITY CAMERA PER ELECTRICAL. STATE of wnsHlNciaN 10. FLUSH MOUNTED INFRARED CEILING HEATER.REFER TO ELECTRICAL FOR CONNECTION. PROJECT MANAGEMENT: ROCK PROJECTMANAGEMENT S1 S2 S3 (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS 4 1 (2W)322-1732 ARCHITECTURE: DYKEMAN ARCHITECTS 6 C(425)259-3161 IVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 5 ELECTRICALPLUMBING: METRIX ENGINEERING (425)336.2922 STRUCTURAL: SEATTLE STRUCTURAL PS INC. L (208)343-3000 3 2'-0" 4'-10" 2'1 V! a❑ p \\ TYP. TYP. TYP. w 0 O-� ❑ M Z N 0 tT'P DO° L I I I O 0 l b o U Q LI LLd A2.04 1 z Z II III III � � 0 0 0 06 ❑ Lu m 0 o O o 0 0 DATE 9/28/23 DRAWN OF 9 ❑ CHECKED SG REVISIONS: PERMITSET 9/28/23 95%CD 10/09/23 BID SET 10/20/23 III 41 STAGE REFLECTED 0 r'a" 2'-8" 5'4" CEILING ^PLAN Scala:3/8"=1'-O" A /L. STAGE REFLECTED CEILING PLAN NORTH OL GENERAL NOTES - EXTERIOR ELEVATIONS A. EXTERIOR MATERIAL TYPES-REFER TO MATERIAL LEGEND THIS SHEET. fora B. DOWNSPOUTS SUPPORTS-FOR DOWNSPOUTS UP TO 12'-0"IN LENGTH PROVIDE 2 PREFINISHED METAL STRAPS(TOP AND BOTTOM).12'-0"AND LONGER PROVIDE 3 PREFINISHED METAL STRAPS(TOP,MIDDLE AND BOTTOM). C. EXTERIOR DETAILS-SEE AS SERIES SHEETS. 1430 NE 65th Street Sea61e,WA 98115 t 206-322-1732 1ora.land B, 82 33 BA sB KEYNOTE LEGEND Foro Landscape Architects KEYNOTE I KEYNOTETEXT 1. FRAMING PER STRUCTURAL.STAIN S-1,TYP. �Z�- 6. 2. PLATE PER STRUCTURAL.PAINT P-1,TYP. 3. COLUMN PER STRUCTURAL.PAINT P-1,TYP. 6 4. PRECAST WALL CAP,TYP. 5. STONE VENEER,TYP. 11 STANDING SEAM METAL ROOF PATRICIA SUSAN SHERMAN 11 7. COMPOSITE SIDING,TYP. STATE OF WASHINGTON B. DECORATIVE METAL SCREEN,TYP. 9. TRUSS PER STRUCTURAL.STAIN S-1,TYP. t12-0"A.F.F. 1 10. ELECTRICAL OUTLET PER ELECTRICAL. T.O.COL. 11. SECURITY CAMERA PER ELECTRICAL. PROJECT MANAGEMENT: 2 1 12. FLOOD LIGHT PER ELECTRICAL ROCK 72-687e ROCKT WANAT MANAGEMENT LANDSCAPE ARCHITECTURE: +10'-0" .F.F. 3 FORA LANDSCAPE ARCHITECTS T.O.COA (2W)322-1732 L. ARCHITECTURE: DYKEMAN ARCHITECTS EQ. O" EQ. 'Q. -O. EQ. (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 3 ELECTRICA PLUMBING: 2 METRIX ENGINEERING (425)336.2822 �® 7®' 7 STRUCTURAL: �m�� �/y ���� �� ��em°o- RNA SEATTLE STRUCTURAL PS INC. �pn1� �]����y O�j(a mfL� o� 6 zoe)34a-aoo0 _ LL a 5 /r I I I I I A2 Aa.a1 � M Z N 3 STAGE EXTERIOR ELEVATION-SOUTH 4 STAGE EXTERIOR ELEVATION -WEST m rn 3/8"=1'-0" 3/8"=1'-0" L aQ 5 L O OC UQ z Z S3 S2 S1 SB SA � � O 00 06 w m 1 s o 11 O5 � E EQ. '-a' EQ. s'-O EQ. MATERIAL LEGEND 2 DATE 9/28/23 3 COMPOSITE SIDING 3 DRAWN DF D �° A ® CONCRETE-PRECAST ROOFING CHECKE SG �d® q®®��9g� �@ v a9S �d�� V� �a��� .®ems FY�e 8 REVISIONS: PERMIT SET 9/28/23 CONCRETE-PRECAST SIDING 95%CD 10/09/23 STONE VENEER BID SET 10/20/23 5 MFR:ELDORADO STONE PATTERN:COUNTRY RUBBLE 5 COLOR:COGNAC STAGE EXTERIOR A o1 ELEVATIONS STAGE EXTERIOR ELEVATION - NORTH 2 STAGE EXTERIOR ELEVATION - EAST A2'03 GENERAL NOTES -SECTIONS A. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR CLADDING TYPES AND fora LOCATIONS. KEYNOTE LEGEND 1430.E A98115 SW-3 WA 98115 t 206-322-1]32 KEYNOTE KEYNOTE TEXT f—l-d SB SA 1. FRAMING PER STRUCTURAL.STAIN S-1,TYP. Fore Landscape Arehilecta 2'-0" 1 2'-0" 2. 6"TONGUE AND GROOVE DECKING.STAIN 3-1,TYP. 3. CONNECTION PLATES PER STRUCTURAL.PAINT P-1,TYP. 4. FOOTINGS PER STRUCTURAL,TYP. 12859 REGISTERED ARCHITECT ' B1 A8.01 PATRICIAATESU SAN SHERM INGTONN 1 STATE OF WASHINGTON 2 PROJECT MANAGEMENT: ROCKP2-6878 MANAGEMENT A8.01 425)ND$CAPEAe LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (2HH)322-1]RE ARCHITECTURE: DYKEMAN ARCHITECTS 3 CIVIL: 69-3161 JACOBS Co2O NSULTIN: G ENGINEERS 6-26a ELECTRI UMBING METR XENG NEERING 9 (426)336-282 a� VOO-v 8 STRUCTLIRAL SEATTLE STRUCNRAL PS INC. — � (21M)343-3060 Bz 4 III A8.01 �I11I II111 �I II 1 IIII ll III I III II I1II II III II T11 1 1 II I11 11 III1 I III CI llIIITI IIIIIITI- M Z N DO 2 STAGE LONGITUDINAL SECTION DO 5L L O OC UQ z Z S1 S2 S3 O 00 4 G" 06 B4 ` J A8.01 OPP. �y 2'-0" m 64 O A8.01 12 12 O �a a� 5 �' G O Y 2 �/J (/) I I I DATE 1121123 DRAWN DF CHECKED SG REVISIONS: PERMIT SET 9/28/23 A8o1 95%CD 10/09/23 B2 BID SET 10/20/23 A8.01 SIM. B2 4 A8.01 STAGE SECTIONS 1 I 1 I Ln L1IT R� 1 1 1 1 1 1 STAGE TRANSVERSE SECTION /�A 2'04 3/8"=V-0" GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. 13 DIMENSIONS DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street Seeds,WA 98115 t 206-322-1732 1ora.land Fora Landscape Architects 12859 REGISTERED ARCHITECT KEYNOTE LEGEND PATRI°'"sDSAN INGTONN STATE OF WASHINGTON KEYNOTE KEYNOTE TEXT 1. SCREEN WALL-REFER TO STRUCTURAL FOR SUPPORT FRAME. 2. COLUMN PER STRUCTURAL,TYP. 3. CONCRETE PAVING-REFER TO LANDSCAPE DRAWINGS. PROJECT MANAGEMENT: 4. CONCRETE STEPS-REFERTO LANDSCAPE DRAWINGS. RGCK PROJECTMANAGEMENT (425)572-6878 5. ALIGN WITH EDGE OF PAVING. LANDSCAPE ARCHITECTURE: 6. EDGE OF ROOF ABOVE. FORA LANDSCAPE ARCHITECTS 7. RIDGE LINE ABOVE. (206)322-1732 8. SCUPPER AND DOWNSPOUT,TYP. ARCHITECTURE: 9. GUTTER,TYP. DYKEMAN ARCHITECTS 10. EDGE OF PAVING-REFER TO LANDSCAPE DRAWINGS. (425)259-3161 CIVIL: 11. ELECTRICAL OUTLET PER ELECTRICAL,TYP. 3ACOBSONCONSULTING ENGINEERS 12. FLOOR BOX PER ELECTRICAL,TYP. (206)426.2600 13. LIGHTING CONTROLS EQUIPMENT CABINET PER ELECTRICAL. ELECTRICAUPLUMBING: 14. 1518, X 3 5/8"METAL STUD BEYOND,TYP.(4) METRIX ENGINEERING 15. STANDING SEAM METAL ROOF (425)336.2822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. (206)343-3000 A3.03 A3.03 P1 ^ 1 P2 P1 1 P2 I..L Y3,-0. 10 2 ----------____________i B I i I PA ! DO N 41 1 d. Q 1 4 4 I iF----.R � d °° - - I- Ld I d °d a do i. d ° d d `1 °d d � 4 ° 00 d 1..� ^x I ° °d I W ° ° < - d ° ° ° 4:12 5:12 ° 4 ° - d. A3.03 4 ° d a ° I v 3°° d ° 2 A3.03 A3.03 4 2 A3.03 y L u m d° d J Y E d co d.. 4° ° DATE 9/28/23 d DRAWN OF CHECKED SG a d ° �® °. ° REVISIONS: PERMITSET 9/28/23 13 95%CD 10/09/23 BID SET 10/20/23 I °I I o B2 i A8.01 T- I 3 3 PICNIC SHELTER ° e A3.04 A3.03 ° A3.04 A3.03 FLOOR AND 0 4" 2'-8" 5'-0" ROOF PLAN Scala:3/8 V-O" � A 1 PICNIC SHELTER FLOOR PLAN 2 PICNIC SHELTER ROOF PLAN NORTH 3•� GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. B. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street Seeds,WA 98115 t 206-322-1732 KEYNOTE LEGEND 1era.11Dd Fore Landscape Architects KEYNOTE KEYNOTE TEXT 1. COLUMN PER STRUCTURAL,TYP. 2. BEAMS PER STRUCTURAL.STAIN S-1,TYP. 3. TONGUE AND GROOVE DECKING.STAIN S-1,TYP. 12859 4. SCUPPER AND DOWNSPOUT,TYP. REGISTERED 5. GUTTER,TYP. ARCHITECT 6. ELECTRICAL OUTLET PER ELECTRICAL,TYP. 7. LIGHT FIXTURE PER ELECTRICAL,TYP. 8. FLOOD LIGHT PER ELECTRICAL,TYP. PATRICIA SUSAN SHERMAN 9. SECURITY CAMERA PER ELECTRICAL. STATE of wnsHlNciaN 10. FLUSH MOUNTED INFRARED CEILING HEATER.REFER TO ELECTRICAL FOR CONNECTION. PROJECT MANAGEMENT: ROCK PROJECTMANAGEMENT (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECNRE: DYKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 ELECTRICALrPLUMBING: METRIX ENGINEERING (425)336.2822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. (206)343-3000 P1 7 P2 7'-9" 6-2" 6-2- 1 TYP. \\ TYP. TYP. 6 TYP. 4 TYP N QG N 3 TYP. w 7 Q TYP. 6 TYP. 5 O w � a 10 TYP. w � U Q � z Z a O °° � 06 � 0 .o Oa_ 5 T G O Y O J ^ 0 A3.04 DATE 9/28/23 DRAWN OF CHECKED SG REVISIONS: PERMITSET 9/28/23 95%CD 10/09/23 — — — — — — — — — BID SET 10/20/23 PICNIC SHELTER REFLECTED 2 0 1-4" 2'-8" 5'-41. CEILING PLAN A3.04 PICNIC SHELTER REFLECTED CEILING PLAN Scale:3/B"=1'-0" NORTH A3.02 GENERAL NOTES - EXTERIOR ELEVATIONS A. EXTERIOR MATERIAL TYPES-REFER TO MATERIAL LEGEND THIS SHEET. fora B. DOWNSPOUTS SUPPORTS-FOR DOWNSPOUTS UP TO 12'-0"IN LENGTH PROVIDE 2 PREFINISHED METAL STRAPS(TOP AND BOTTOM).12'-0"AND LONGER PROVIDE 3 PREFINISHED METAL STRAPS(TOP,MIDDLE AND BOTTOM). C. EXTERIOR DETAILS-SEE AS SERIES SHEETS. 1430 NE 65th Street Seeds,WA 98115 t 206-322-1732 Tora.land KEYNOTE LEGEND Fore Landscape A hRecta KEYNOTE KEYNOTE TEXT P1 P2 PA PB 1. FRAMING PER STRUCTURAL.STAIN S-1,TYP. 2. PLATE PER STRUCTURAL.PAINT P-1,TYP. 3. COLUMN PER STRUCTURAL.PAINT P-1,TYP. 12859 REGISTERED 4. PRECAST WALL CAP,TYP. ARCHITECT 5. STONE VENEER,TYP. 6. STANDING SEAM METAL ROOF 7. COMPOSITE SIDING,TYP. 8. DECORATIVE METAL SCREEN,TYP. PATRIC IA SUSAN SHERMAN ®ap�"�� �D�°p�" � ��Qap� � ®ap� � �uDm®ap�,q°��� �eft—, ��"� 9. TRUSS PER STRUCTURAL.STAINS-1,TYP. STATE of WASHINGTON to°� sa qe�° •®tee® oe�a�° �g oe�a��p��g see®� •�® �Q �° �� �0 10. ELECTRICAL OUTLET PER ELECTRICAL. ' +��° a11SECURITY CAMERAPER ELECTRICAL. WWI° � B. �Bv B.@�v 12, FLOOD LIGHT PER ELECTRICAL PROJECT MANAGEMENT: ROCKP MANAGEMENT 2-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1]RE ARCHITECTURE: DYKEMAN ARCHITECTS 6 (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 ELECTRICAUPLUMBING: +7'-O"A.F.F. /�i7'-O"A.F.F. : M25)33 ENGINEERING T.O.COL OT.O.COL. laz5>a36.2822 STRUCTURAL: 9 1 1 SEATTLE STRUCTURAL PS INC. 2'-D„ (20)M3-3000 2 2 2 3 3 4 4 L.f_ 5 5 in J /L 1 M Z N 00 PICNIC SHELTER EXTERIOR ELEVATION -SOUTH PICNIC SHELTER EXTERIOR ELEVATION -WEST rn 4 / 3/8"=T-O" � Q 5 3: L 0 C UQ z PB PA z a ^0^ 00 L.L 06 I I W m o I I T V J (n 6 MATERIAL LEGEND •" COMPOSITE SIDING DATE 1121123 +T-0"A.F.F. +7'-0"A.F.F. T.O.COL T.O.COL R DRAWN DF 9 1 \ 1 CHECKED SG \\ �J CONCRETE-PRECAST ROOFING 2 2 2 REVISIONS: 3 PERMITSET 9/28/23 3 CONCRETE-PRECAST SIDING 95%CD 10/09/23 4 4 STONE VENEER BID SET 10/20/23 MFR:ELDORADO STONE 5 5 PATTERN::COUNTRY RUBBLE COLOR:COGNAC PICNIC SHELTER EXTERIOR ELEVATIONS PICNIC SHELTER EXTERIOR ELEVATION-NORTH 2 PICNIC SHELTER EXTERIOR ELEVATION - EAST A3.03 11 =1'-0" 3/8"=1'-O" GENERAL NOTES -SECTIONS A. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR CLADDING TYPES AND fora LOCATIONS. et KEYNOTE LEGEND 8 ads,30 A98115 SW-3 WA 98115 t 206-322-1 T32 KEYNOTE KEYNOTE TEXT f—l-d 1. FRAMING PER STRUCTURAL.STAIN 3-1,TYP. Fore Landscape ArehRects 2. 6"TONGUE AND GROOVE DECKING.STAIN 3-1,TYP. 3. CONNECTION PLATES PER STRUCTURAL.PAINT P-1,TYP. 4. FOOTINGS PER STRUCTURAL,TYP. 12859 REGISTERED 1 ARCHITECT PA A3.04 PB PATRIC IA SUSAN SHERMAN STATE OF WASHINGTON 1 TYP. rPROJECT �01 PROJECT MANAGEMENT: B1 OJECTMANAGEMENT A8.01 LNDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECNRE: DYKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 ELECTRICALPLUMBING: METRIX ENGINEERING • 2 TYP. (425)336.2822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. (208)343-3000 3 TYP. ( 4 TYP. 1..� L N DO PICNIC SHELTER LONGITUDINAL SECTION rn 5L L 0 C LUQ 2 1 z P1 A3.04 P2 06 11 m -12�5 1 1j�1 � ' I 12 � p 2'-0" 47 c/ DATE 9/28/23 3 DRAWN DF CHECKED SG A3 OPP. A3 REVISIONS: A8.01 A8.01 PERMITSET 9/28/23 95%CD 10/09/23 BID SET 10/20/23 AS 01 4 PICNIC SHELTER SECTIONS PICNIC SHELTER TRANSVERSE SECTION A3.04 GENERAL NOTES - PLANS A. DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,AND TO CENTERLINE OF fora COLUMNS UNLESS OTHERWISE NOTED. B. DIMENSIONS LOCATING DOORS,WINDOWS AND RELITES ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED EQUIPMENT. D. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 1430 NE 65th Street SeaHle,WA 98115 t 206-322-1732 1ora.land KEYNOTE LEGEND Fore Landscape Archtects KEYNOTE KEYNOTETEXT 1. PREFAB CONCRETE WALL,TYP. 2. BATHROOM FIXTURES AND ACCESSORIES PROVIDED BY BUILDING MANUFACTURER,TYP. 12859 REGISTERED 3. PROVIDECAPPED DRAIN CONNECTION FOR FUTURE FIXTURE INSTALLATION ARCHITECT 4. PROVIDE HOT AND COLD STUB OUTS FOR FUTURE FIXTURE INSTALLATION 5. PROVIDE HOT AND COLD STUB OUTS AND DRAIN CONNECTION FOR FUTURE FIXTURE INSTALLATION 6. BOTTLE FILLING STATION BI-LEVEL PEDESTAL WITH PET STATION PATRICIA SUSAN SHERMAN 7. FIBERGLASS DOOR WITH LOUVER PROVIDED BY BUILDING MANUFACTURER STATE of WASHINGTON 8. OVERHEAD DOOR PROVIDED BY BUILDING MANUFACTURER 9. EDGE OF ROOF ABOVE 0. PREFAB CONCRETE ROOF R1 R2 A403 R3 R4 R1 R2 g4.03 R3 R4 11.12. ELECTRICALL ELECTRICAL OUTLETER PERER ELECTRICAL TRICAL PROJECT MANAGEMENT: 13. ELECTRICAL PANEL PER ELECTRICAL ROCK PROJECT MANAGEMENT LANDSCAPE ARCHITECTURE: 17•_2^ 10 FORA LANDSCAPE ARCHITECTS (CHITS 2-1]32 RE ARCHITECTURE: EQ EQ 12 DYKEMAN ARCHITECTS (426)269-3161 RA JAC OBSON C: 02O NSULTIN: G ENGINE ERS (426 824 (20)426.260 ....... ______________ _8__ ______________________ CIVIL. ELECTRICALIPLUMBING d METRIX ENGINEERING TRUMIRAL SEATTLE STRUCNRAL PS INC. (28)4300 I I ° d n ° ° 13 ° ° STORAGE d d 1 I ROOM i d - °� ° � - ° e d - LV EQ EQ ° d'e °. I e- I d: I I I 4 3 I I a ° I° I 5 7 d d I d ° d I I ° II ,a Z d ° DO C Q I d J do d U Q 7:12 d 7:12° B ° TOILET ROOM TOILET ROOM a - ° tJ ° . I � SERVICE ° Ld d d I - ACCESS °d d z ° a n ° A4.03 4 ^� 2 2 A4.03 A4.03 4 ° I ° A ° d_ 2 A4.03 d Od ed I � r da ° _ _ ° — — — — RC — —Ll ---4 - ,I° ° ° I °dl d° d _ d- _ / > A Li j m I 1 1 1 _ I d d ° C d. °d d d O T I d I I Y I TOILET ROOM TOILET ROOM 0 U) °d d I I ° ° ° °aa- DATE /28/23 d ° FIF L-6 d d DRAWN OF° d a -° ° d•° °A - - CHECKED SG I RD li— O O -d- °— — ° -o-- — REVISIONS: ° d d ° d° PERMIT SET 9/28/23 ° e° ° d 1 ° I ° d ° ° e d° 95%CD 10/09/23 I 6'-51/2" 4'-3" BID SET 10/20/23 O O 2 A4.03 A4.03 RESTROOM A4 D4 FLOOR AND 0 1'4" 2'-B" 5'41. ROOF PLAN RESTROOM FLOOR PLAN 2 RESTROOM ROOF PLAN NORTH O 3/8"=1'-0" GENERAL NOTES - EXTERIOR ELEVATIONS A. EXTERIOR MATERIAL TYPES-REFER TO MATERIAL LEGEND THIS SHEET. fora B. DOWNSPOUTS SUPPORTS-FOR DOWNSPOUTS UP TO 12'-0"IN LENGTH PROVIDE 2 PREFINISHED METAL STRAPS(TOP AND BOTTOM).12'-0"AND LONGER PROVIDE 3 PREFINISHED METAL STRAPS(TOP,MIDDLE AND BOTTOM). C. EXTERIOR DETAILS-SEE AS SERIES SHEETS. 1430 NE 65th Street Seeds,WA 98115 t 206-322-1732 Tora.land KEYNOTE LEGEND Fora Landscape A hRecta KEYNOTE KEYNOTE TEXT 1. PREFAB CONCRETE WALL,BOARD AND BATTEN TEXTURE 2. PREFAB CONCRETE ROOF,STANDING SEAM TEXTURE R1 R2 R3 R4 RA RB RC RD 3. -NOT USED- 12859 REGISTERED 4. FIBERGLASS DOOR WITH LOUVER PROVIDED BY BUILDING MANUFACTURER,TYP. ARCHITECT 5. OVERHEAD DOOR PROVIDED BY BUILDING MANUFACTURER 6. ELECTRICAL OUTLET PER ELECTRICAL 7. ELECTRICAL METER PER ELECTRICAL 8. SECURITY CAMERA PER ELECTRICAL PATRIC IA SUSAN SHERMAN - 9. PREMANUFACTURED GUTTER AND DOWNSPOUT.COLOR AS SELECTED BY STATE OF WASHINGTON pII ARCHITECT.REFER TO CIVIL FOR DRAINAGE 7r12_ a ° e _ _ PROJECT MANAGEMENT: �o'n �� - . . �< ROCK PROJECTMANAGEMENT LANDSCAPE ARCHITECTURE: (425)572-6878 d 2 a a e - 2 FORA LANDSCAPE ARCHITECTS !I- Il IP (206)322-1732 °4 a ARCHITECTURE: e - DYKE AN A6RCHITECTS d e e CIVIL: JACOBSON CONSULTING ENGINEERS (206)426.2600 ELECTRICAL/PLUMBING: METRIX ENGINEERING (425)336.2822 STRUCTURAL: d - _ ° 9 d \ -_ _ \ a SEATTLE STRUCTURAL PS INC. (206)M3-3000 6 \ 41 °. 4 a d - -°d °. - —�/ M Z N 3 RESTROOM EXTERIOR ELEVATION —SOUTH 4 RESTROOM EXTERIOR ELEVATION—WEST 0)rn 3/8"=1'-0" L aQ 5 L O OC UQ z Z O00 R4 R3 R2 R1 RD RC RB RA 06 �12_ ° 2 MATERIAL LEGEND d F-6"A.F.F.n a e T.O.PLATE COMPOSITE SIDING DATE 9/28/23 e 9 e 1 2 DRAWN OF 7 d / d CHECKED SG d / 1 CONCRETE-PRECAST ROOFING - REVISIONS: PERMITSET 9/28/23 d / ° / CONCRETE-PRECAST SIDING a� 95%CD 10/09/23 21 STONE VENEER BID SET 10/20/23 7 MFR:ELDORADO STONE nd \ -°d ° \ - \ PATTERN::COUNTRY RUBBLE °d a e d e a e d° 5 _e d ° °d Eg d o ° e d° ° °d 4 COLOR:COGNAC RESTROOM ° e EXTERIOR ELEVATIONS RESTROOM EXTERIOR ELEVATION — NORTH 2 RESTROOM EXTERIOR ELEVATION —EAST A4.03 3/8"=1'-0" GENERAL NOTES -SECTIONS A. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR CLADDING TYPES AND fora LOCATIONS. KEYNOTE LEGEND 1430.E A98115 SW-3 WA 98115 t 206-322-1]32 KEYNOTE KEYNOTE TEXT Tom.land 1. PREFAB CONCRETE WALL,TYP. Fore Landscape Arehilecta 2. PREFAB CONCRETE ROOF. 3. FIBERGLASS DOOR WITH LOUVER PROVIDED BY BUILDING MANUFACTURER,TYP. 4. MODULAR UNIT SLAB. 5. OVERHEAD DOOR PROVIDED BY MANUFACTURER. 6. DRINKING FOUNTAIN PROVIDED BY MANUFACTURER. 12859 REGISTERED �RA) A4104 RB RC RD ARCHITECT PATRIC IA SUSAN SHERMAN STATE OF WASHINGTON PROJECT MANAGEMENT: d ® ° na ROCKP MANAGEMENT 2-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS gj � in a (206)3221732 ARCHITECTURE E DYKEMAN ARCHITECTS (425)259 3161 CIVIL: JACOBS CONSULTING ENGINEERS °'d d 26-2.2600 ° ELECTRIECTIRICAL/PLUMBING: d METRIX ENGINEERING na d d (425)336.2822 STRUCTURAL: d d .d - \ 2 SEATTLE STRUCTURAL PS INC. n \\ ° n \\ \ (208)343-3000 n \ d \ \ a d n ° nd d jo A d I I I IIITi I�Ti 111-111111111111111111111111111111111 I I III I I I III I I I III I I I III I I I III IT1111T1111111111111111111111111111111111111111�11111111�11111111111 � N Z � 2 RESTROOM LONGITUDINAL SECTION rn 5L L O OC UQ z Z R1 A404 R2 R3 R4 O 00 DES � 2: I I I I W 0° d° 0 ld n O T ° GCn (E d , DATE 9/28/23 d° ° DRAWN OF Q 2 CHECKED SG 64 1 d REVISIONS: 1 ° ul PERMITSET 9/28/23 - 95%CD 10/09/23 BID SET 10/20/23 a d n °Id °d h n 2 RESTROOM SECTIONS II III II �III�III III III III III III II III III III III III III III I III 11 ICI IS I IS III I III III I III III I II II 1 III III I a a a a III A4.04 RESTROOM TRANSVERSE SECTION fora tre SeaHle,WA 98115 t 206-322-1732 1ora.1and Fore Landscape Architects 22859 REGISTERED ARCHITECT 444� STATE OF WASHINGTON PROJECT MANAGEMENT: ROCK PROJECTMANAGEMENT (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (2W)322-1732 ARCHITECTURE: RIVER ROCK PANEL DYKEMAN ARCHITECTS (425)259-3161 MFR:ELDORADO STONE 6" CIVIL: PATTERN:COUNTRY RUBBLE JACOBSON CONSULTING ENGINEERS COLOR:COGNAC (206)426.2W LATH 22GA.EAVE FLASHING,JTS: ELECT IX ENGAUP UMBING METRIX ENGINEERING ( FLASHING PER MFR. (425)336.2822 10'-O"O.C. STRUCTURAL: MORTAR SCRATCH COAT 2X10 FASCIA BOARD SEATTLE STRUCTURAL PS INC. MORTAR JOINT 3/4' STANDING SEAM METAL (20)343-3000 STANDING SEAM METAL ROOF ROOF (2)LAYERS WRB SELF ADHERED 2X RAFTERS BEYOND PER EXTERIOR GRADE VERTICUNDERAL MENTWOOD WRAPPING 4"@SIM VERTICAL WOOD SUB- STRUCTURAL SHEATHING,MAINTAIN 1" 4" MIN.ABOVE CONCRETE FASCIA RAFTERS PER STRUCTURAL, ILY` COLUMN PER STRUCTURAL PROVIDE(6)1"DIAMETER SELF ADHERED VENT HOLES AT EACH UNDERLAYMENT,RUN OVER °4 WEEP SCREED OR DRIP RAFTER PER BAY FASCIA FLASHING - SCREED SEAMLESS GUTTER,22GA. PLYWOOD SHEATHING PER 24GA.PREFINISHED RAKE - FLASHING W/SEALANT COLOR AS SELECTED BY STRUCTURAL FLASHING - ARCHITECT,TOP STRAPS: JOIST BEYOND PER 18GA.X 1 1/2"AT 2'-O"O.C. STRUCTURAL CONT.22GA.METAL CLEAT FASTENED WITH SS RIVETS 1X6 T&G DECKING z a — 1/2"PLYWOOD SHEATHING N L 1X6 T&G DECKING 0) A Q 4 314" ill'. O 0 C UQ B1 ROOF RAKE Q� LUMN BASE Q� GUTTER ��SINGLE-SIDED RIDGE z 3"=T-0" `u L/ 3"-1'-0" U J 6"=1'-0" V till„=1•_0" 7 a FLASHING PER MFR. �-� L_ L 2X10 FASCIA BOARD 0 STANDING SEAM METAL ROOF ti SELF ADHERED UNDERLAYMENT WRAPPING VERTICAL WOOD SUB-FASCIA 24 GA.METAL CAP 06 PLYWOOD SHEATHING PER HSS PER STRUCTURAL STRUCTURAL COMPOSITE SIDING STANDING SEAM METAL ROOF 2X HEADER PER STRUCTURAL 1/2"PLYWOOD SYNTHETIC UNDERLAYMENT W m 2X RAFTERS PER STRUCTURAL, PROVIDE(; DIAMETER VENT SELF ADHERED UNDERLAYMENT .� HOLES AT EACH RAFTER PER BAY HSS PER STRUCTURAL 1/2"PLYWOOD SHEATHING O 1/Z2 PLYWOOD SHEATHING WOOD TRIM,PAINT TO O 2"CONTINUOUS VENT MATCH COMPOSITE SIDING 2X RAFTERS BEYOND PER >' STRUCTURAL,PROVIDE(6)1'DIAMETER (1) lX6 T&G DECKING VENT HOLES AT EACH RAFTER PER BAY Y O SELF ADHERED PRESTRIP WRAPPING OVER VERTICAL WOOD SUB-FASCIA WOOD TRIM,PAINT TO 22GA.EAVE FLASHING DATE 9/28/23 24"H X 36"W ART PANEL MATCH COMPOSITE SIDING HSS PER STRUCTURAL 24 GA PREFIN.FASCIA,MATCH DRAWN DF a COMPOSITE SIDING BOTTOM EDGE OF RAKE FLASHING CHECKED SG 1/2"PLYWOOD 22GA.GUTTER ASSEMBLY,REFER � TO DETAIL B3IA8.01 REVISIONS: PRECAST CONCRETE CAP RIVER ROCK PANEL 2X WOOD SUB-FASCIA W/BOTTOM PERMIT SET 9/28/23 MFR:ELDORADO STONE EDGE PRIMED AND PAINTED 95%CD 10/09/23 PATTERN:COUNTRY RUBBLE 1/2"PLYWOOD SHEATHING 26 GA.METAL FLASHING PLYWOOD SHTG.PER STRUCT. COLOR:COGNAC BID SET 10/20/23 2"CONTINUOUS VENT 2X RAFTERS BEYOND PER - L CONTINUOUS CLEAT STRUCTURAL,PROVIDE(6)1" DIAMETER VENT HOLES AT 1 518"X 3 518"METAL STUDS, EACH RAFTER PER BAY LOCATION PER PLAN ill"PLYWOOD SHEATHING STEEL COLUMN PER STRUCTURAL EXTERIOR lX6 T&G DECKING DETAILS 2"CONTINUOUS VENT A801 SIM. Al PICNIC SHELTER CLERESTORY A2 PARTITION WALL AT STAGE A3 ROOF EAVE/GUTTER ~�'O 1 1/2"=1'-0" 3"=V-0" I I BUILDING CODE CONSTRUCTION JOINTS EPDXY ADHESIVE fora ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING ALL CONSTRUCTION JOINTS SHALL BE KEYED IN ACCORDANCE WITH EPDXY ADHESIVE FOR CONCRETE SHALL BE AS FOLLOWS: CODE. THE PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON THE SIMPSON STRONG-TIE"SET-XP EPDXY ADHESIVE"(ESR#2508),HILTI 1430 NE 65th St—t AND STANDARDS AND ARE REFERENCED BY THE BASIC DESIGNATION. STRUCTURAL DRAWINGS OR,AT THE CONTRACTORS OPTION,SHALL BE "HIT-HY 200 A"(ESR#3187),HILTI"HIT-RE 500 V3 EPDXY ADHESIVE Seattle,WA 98115 IN THE CASE OF CONFLICTING REQUIREMENTS,THE BUILDING CODE INTENTIONALLY ROUGHENED IN ACCORDANCE WITH THE FOLLOWING: ANCHOR SYSTEM"(ESR#3814),OR APPROVED EQUAL. ft zos-szz-173z SHALL GOVERN. o a.iand THE SURFACE OF ROUGHENED JOINTS SHALL BE SAND BLASTED OR ROUGHENED WITH A CHIPPING HAMMER TO EXPOSE THE AGGREGATE STRUCTURAL STEEL EOra LoRHPePICNIC SHELTER Arch facts APPLICABLE CODES AND STANDARDS EMBEDDED IN THE PREVIOUS POUR. THE EXPOSED AGGREGATE SHALL PROTRUDE A MINIMUM OF%INCH. ALL SURFACES OF CONSTRUCTION ALL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS SPECIFIED STAGE BUILDING "INTERNATIONAL BUILDING CODE"(IBC),2018 EDITION,AS JOINTS SHALL BE CLEANED AND LAITANCE REMOVED. IMMEDIATELY OTHERWISE ON DRAWING: dr'D a a CODE AMENDED BY THE STATE OF WASHINGTON BEFORE NEW CONCRETE IS PLACED,ALL CONSTRUCTION JOINTS ACI 318 AMERICAN CONCRETE INSTITUTE"BUILDING CODE SHALL BE WETTED AND STANDING WATER REMOVED. THE REQUIREMENTS FOR STRUCTURAL CONCRETE"(ACI 318- CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATION OF ALL ANGLES AND CHANNELS ASTM A36,Fy=36 ksi ❑ _ 14) CONSTRUCTION JOINTS TO THE ENGINEER FOR ACCEPTANCE PRIOR TO �o �0281 ACI AMERICAN CONCRETE INSTITUTE"BUILDING CODE STARTING FORMWORK. WATERSTOPS SHALL BE INSTALLED AND RECTANGULAR/SQUARE HSS ASTM A500 GRADE B,Fy=46 ksi egg 530/530.1 REQUIREMENTS FOR MASONRY STRUCTURES"(ACI PROTECTED AT ALL CONSTRUCTION JOINTS AT OR BELOW GRADE I°NAL 5301530.1-13) WHERE WATER INTRUSION CAN OCCUR. ALL OTHER STEEL ASTM A572,Fy=50 ksi o ❑ �IIL ASTM A36,Fy=36 ksi(When specified 0 AISC 360 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, as A36 PROJECT MANAGEMENT: "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" REINFORCING STEEL ) (42)572687E TMANAGEMENT RISC 360-10 LANDSCAPE ARCHITECTURE: ( ) ALL REINFORCING SHALL BE NEW BILLET STOCK ASTM A615,GRADE 60. BOLTS ASTM A325 FORA LANDS CAPE ARCHITECTS 2-1732 AISC 341 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, ARCHITECTURE BARS SHALL BE SECURELY TIED IN PLACE WITH#16 DOUBLE-ANNEALED ARCHITECTURE: "SEISMIC PROVISIONS FOR STRUCTURAL STEEL IRON WIRE. BARS SHALL BE SUPPORTED ON ACCEPTABLE NOW WOOD CONNECTION BOLTS ASTM A307 DYKEMAN ARCHITECTS AISC 341-10 425)25&3161 BUILDINGS" (AISC ) CORRODIBLE CHAIRS. REINFORCING STEEL SHALL BE DETAILED IN CIVIL: AISC "STEEL CONSTRUCTION MANUAL",14TH EDITION AND ACCORDANCE WITH THE ACI 315"MANUAL OF STANDARD PRACTICE ANCHOR RODS ASTM F1554 GR 55 N JACOBSON 42ON CONSULTING ENGINEERS "SEISMIC DESIGN MANUAL",2ND EDITION FOR DETAILING OF REINFORCED CONCRETE STRUCTURES." ECTR A-1PL ELECTIXENGINEERING METRIX ENGINEERING AISI S100 AMERICAN IRON AND STEEL INSTITUTE,"SPECIFICATION CONTRACTOR SHALL COORDINATE REINFORCING STEEL PLACEMENT (206)33K-2822 DETAILS AND PROVIDE TEMPLATES FOR PLACING STEEL IN CONGESTED STRUCTURAL STEEL AND CONNECTIONS SHALL BE PAINTED WITH AN STRUCTURAL: FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL APPROVED ZINC-RICH PAINT.BOLTS SHALL BE HOT-DIPPED SEATTLE STRUCTURAL PS INC. MEMBERS"(AISI S100-12). AREAS AS NECESSARY. 2OG GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM A123 AND ASCE 7 AMERICAN SOCIETY OF CIVIL ENGINEERS,"MINIMUM LAP ALL REINFORCING BARS AS NOTED ON THE DRAWINGS. ASTM A153. ALL FIELD WELDS AND ANY AREAS OR ITEMS FALLING DESIGN LOADS FOR BUILDINGS AND OTHER MECHANICAL OR WELDED BUTT SPLICES SHALL BE USED SUBJECT TO BELOW THE REQUIRED ZINC THICKNESS,BEFORE OR AFTER REMOVAL STRUCTURES"(ASCE 7-16) ENGINEER'S APPROVAL. MECHANICAL SPLICES SHALL DEVELOP 125% OF ANY HIGH SPOTS,SHALL BE REPAIRED IN ACCORDANCE WITH ASTM KEY PLAN NTS 1 ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS OF THE SPECIFIED YIELD STRENGTH OF THE SPLICED BARS IN BOTH A780. 11� I AWS AMERICAN WELDING SOCIETY C2.23-2003"SPECIFICATION TENSION AND COMPRESSION,UNLESS NOTED OTHERWISE. o SITE LOCATION C2.23 FOR THE APPLICATION OF THERMAL SPRAY COATINGS STRUCTURAL STEEL WELDING J �rarYl+■Ir rr t# (METALLIZING OF ALUMINUM,ZINC AND THEIR ALLOYS IF WELDING OF REINFORCING IS REQUIRED,IT SHOULD BE OBSERVED ■� 34th Dr NE �� 79@•Po7 I1 AND COMPOSITES FOR THE CORROSION PROTECTION OF AS DEFINED IN IBC SECTION 1704.4,WITH PARTICULAR EMPHASIS ON ALL WELDING SHALL BE DONE BY AWS/WABO(WASHINGTON STATE ® f..S.M M.rr r 0, STEEL" JOINT CONFIGURATION,SUITABILITY OF LOW HYDROGEN ELECTRODES, ASSOCIATION OF BUILDING OFFICIALS)CERTIFIED WELDERS AND IN €N I` _ 17903 Smokey Point Blvd, # I PREHEAT AND INTERPASS TEMPERATURE,AND INTERPASS SLAG ACCORDANCE WITH AWS D1.1. WELDS SHOWN ON THE DRAWINGS ARE it lil` ♦ •�r*♦ �.= : Adington,WA 98223 m --r AWS D1.1 AMERICAN WELDING SOCIETY D1.1-2004"STRUCTURAL THE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES, ! ♦ ♦ Er0A0. ! REMOVAL. WELDING PROCEDURES SHALL CONFORM TO AWS D1.4. ALL • ♦ R ���r —, WELDING CODE-STEEL" WELDING OF REINFORCING STEEL SHALL BE DONE BY AWS/WABO BASED ON PLATE THICKNESS.THE MINIMUM WELDING SHALL BE 3/16 ♦ ♦ ♦ ♦ n AWS D1.3 AMERICAN WELDING SOCIETY D1.3-08"STRUCTURAL (WASHINGTON STATE ASSOCIATION OF BUILDING OFFICIALS)CERTIFIED INCH.ALL PARTIAL PENETRATION GROOVE WELD SIZES SHOWN ON THE 1 0# ♦ ; r;■ WELDING CODE-SHEET STEEL" WELDERS. DRAWINGS REFER TO EFFECTIVE THROAT THICKNESS. !Y�,�� �' �'� +� 1 �w�7��16mwp4 � Z N AWS D1.4 AMERICAN WELDING SOCIETY D1.4-11"STRUCTURAL , WELDING CODE-REINFORCING STEEL" REINFORCING STEEL MATERIALS ALL WELDS SHALL BE MADE USING LOW-HYDROGEN ELECTRODES WITH + ! #* �N7 r=7 AWS A2.4 AMERICAN WELDING SOCIETY A2.4-12"SYMBOLS FOR MINIMUM TENSILE STRENGTH=70 KSI.LOW HYDROGEN SMAW �7 I 0 ♦ � r + try C/�� ����ft�i ; j i(' ��`r WELDING AND NON-DESTRUCTIVE TESTING" DEFORMED BARS ASTM A615,GRADE 60 ELECTRODES SHALL BE USED WITHIN 4 HOURS OF OPENING THEIR I L—J _ ♦ -' -gam SMOOTH WELDED WIRE ASTM A185(Fy=65 ksi) HERMETICALLY SEALED CONTAINERS,OR SHALL BE REDRIED PER AWS ■L0��� lrrw�• #��" +rti��r 41MM .N Ir FABRIC D.1.1,SECTION 5.3.2.1.ELECTRODES SHALL BE REDRIED NO MORE THAN ! r ` ' NDS NATIONAL DESIGN SPECIFICATION FOR WOOD ��—� .' 0 a+r�Ii►tl� ' O DEFORMED WELDED WIRE ASTM A497(Fy=70 ksi) ONE TIME;AND ELECTRODES THAT HAVE BEEN WET SHALL NOT BE is ■ Y j,♦ CONSTRUCTION,2015 EDITION FABRIC USED. O CONCRETE EPDXY COATED ASTMA775 ♦ ' � �� -J w-7• ! « DEFORMED BARS TO BE ASTM A706,GRADE 60 ' j U Q r MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF WELDED OR SPECIFIED L MATERIALS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. - ti r f•F■■rr �. 1 PROPORTIONS OF AGGREGATE TO CEMENT SHALL PRODUCE DENSE, MINIMUM CAST-IN-PLACE CONCRETE COVER OVER REINFORCING z WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR STEEL,UNLESS NOTED OTHERWISE,SHALL BE AS FOLLOWS: N EXCESS FREE SURFACE WATER. ALL CONCRETE,INCLUDING SLABS ON 00 GROUND,SHALL HAVE AN ACCEPTABLE WATER-REDUCING ADMIXTURE ADDED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS.ALL CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: CONCRETE WALKS AND PAVEMENTS EXPOSED TO THE WEATHER ALL BAR SIZES 3 INCHES SHALL CONTAIN AN ACCEPTABLE ADMIXTURE TO PRODUCE 4 TO 6 PERCENT ENTRAINED AIR. CONCRETE EXPOSED TO EARTH OR WEATHER: > #6 BAR AND LARGER 21NCHES MAXIMUM SIZE OF AGGREGATE SHALL BE 1-1/2 INCHES,BUT MAXIMUM #5 BAR,W31 OR D31 WIRE 1'/NCHES VICINITY MAP NTS 2 ui m SIZE OF AGGREGATE SHALL NOT BE MORE THAN THREE-QUARTERS OF AND SMALLER THE CLEAR DISTANCE BETWEEN REINFORCING BARS. O PROVIDE L-SHAPED CORNER BARS AT ALL WALL AND FOOTING O MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER AND THE CITY CORNERS AND INTERSECTIONS UNLESS NOTED OTHERWISE. MATCH S1.1 GENERAL NOTES,KEY PLAN,VICINITY MAP&INDEX OF ARLINGTON DEPARTMENT OF CONSTRUCTION AND INSPECTIONS HORIZONTAL REINFORCING BAR SIZE AND QUANTITY.LAP 50 BAR S1.2 GENERAL NOTES Y FOR ACCEPTANCE PRIOR TO USE.MAXIMUM WATER-TO-CEMENT RATIO DIAMETERS. S1.3 ABBREVIATIONS O AND SLUMP SHALL BE AS FOLLOWS FOR VARIOUS CONCRETE /1 � STRENGTHS(fc)BASED ON STANDARD 28-DAY CYLINDER TESTS WHEN S2.1 SITE PLAN V J STRENGTH DATA FROM TRIAL BATCHES OR FIELD EXPERIENCE ARE DRILLED-IN-CONCRETE ANCHORS(DICAI S2.2 FOUNDATION PLANS 52.3 ROOF FRAMING PLANS NOT AVAILABLE. ACCEPTABLE DRILLED-IN-CONCRETE ANCHORS OF SIZE,NUMBER AND S3.1 ELEVATIONS AND SECTIONS DATE 9/11/23 SPACING AS SHOWN ON THE DRAWINGS SHALL BE AS FOLLOWS: S4.1 DETAILS CONCRETE MIX SPECIFICATION FOR CONCRETE: SIMPSON STRONG-TIE STRONG-BOLT 2 WEDGE 54.2 DETAILS DRAWN LOCATION f'c NORMAL MAX W/C RATIO MAXIMUM ANCHORS(ESR#3037),HILTI KWIK BOLT TZ CONCRETE ANCHORS(ESR CHECKED WEIGHT OR SLUMP #1917),ITW RED HEAD TRUBOLT CARBON STEEL WEDGE ANCHORS(ESR REVISIONS: LIGHTWEIGHT NON-AIR AIR #2427),POWERS FASTENERS POWER-STUD+SD2 CONCRETE ANCHOR PERMIT SET 9/28123 P CONCRETE ENTRAINED ENTRAINED (ES R#2502),OR APPROVED EQUAL. 95%CD 10/09123 (psi) (IN) NON-SHRINK GROUT FOR BASE PLATES BID SET 10/20/23 SPREAD 4000 NWC 0.44 --- 5 APPROVED GROUTS INCLUDE:MASTER BUILDER'S"MASTER FLOW 928", FOOTINGS SIKA CORPORATIONS"SIKAGROUT 212,"BURKE COMPANY'S "NONFERROUS NONSHRINK GROUT,"OR APPROVED EQUAL. GROUT GENERAL NOTES, SHALL BE MIXED,APPLIED AND CURED STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. KEY PLAN, VICINITY MAP& INDEX S1.1 GENERAL NOTES NTS 6 INDEX r 1'-a' 3 CARPENTRY STRUCTURAL DESIGN DATA EPDXY ANCHORS,DRILLED-IN INSTALLATION PER INTERNATIONAL DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CODE CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE SHALL B CONCRETE ANCHORS INDICATED,BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, LOADS(DEAD LOAD/SUPERIMPOSED DEAD LOAD/LIVE LOAD) COUNCIL(ICC)EVALUATION SERVICE SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO folra LATESTT EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: WITH STANDARD GRADING RULES FOR WEST COAST LUMBER, SHALL BE IN ACCORDANCE WITH THE LOAD MAP REPORTS REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL DI 2x,4x DOUGLAS-FIR SELECT STRUCT,Fb=1600 PSI ROOF DEAD LOAD: 15 PSF ENGINEER. 143U NE n Seattle,WA 98115115 SHOP DRAWINGS t 206-322-1732 EXPOSED TIMBER FRAMING,BOARDS AND DECKING SHALL BE ROUGH ROOF LIVE LOAD 20 PSF rara.iand ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF SHOP DRAWINGS FOR REINFORCING STEEL AND STRUCTURAL STEEL COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE Fora Landscape SAWN TO THE DIMENSIONS INDICATED. FRAMING NOT EXPOSED MAY SNOW LOADS 25 PSF BE SURFACED AND SIZES INDICATED ARE NOMINAL. WIND LOADS WIND PRESSURE SHALL BE IN ACCORDANCE SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OF THESE SUPPLIER DURING MANUFACTURING,DELIVERY,HANDLING,STORAGE Aramteats WITH THE BUILDING CODE. BASIC WIND SPEED ITEMS. AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE THE SUPPLIER. EQUALS 98 MPH 3 SECOND GUST ULTIMATE DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER WITH ANSI STANDARD A190.1. EACH MEMBER SHALL BEAR AN AITC OR EQUALS 72 MPH 3 SECOND GUST NOMINAL MISCELLANEOUS APA EWS IDENTIFICATION MARKAND SHALL BE ACCOMPANIED BY AN EXPOSURE C,IMPORTANCE FACTOR OF 1.0 OF RECORD. THEREFORE,THEY SHALL BE VERIFIED BY THE AITC OR APA EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN CONTACTOR. CONTRACTOR SHALL REVIEWAND STAMP DRAWINGS 1. INFORMATION CONTAINED IN THESE DRAWINGS IS BASED ON BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4-1.8E Fb=2,400 PRIOR TO REVIEW BY THE ENGINEER OF RECORD. CONTACTOR LIMITED FIELD MEASUREMENTS. THE INFORMATION CONTAINED ( SEISMIC LOADS: 2018 IBC Q 2su2 PSI,Fv=0.72x265=190 PSI,E=1,800,000 PSI). ALL CANTILEVERED Ss=1.067 g,S1=0.381 g SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, HEREIN MAY REQUIRE ADJUSTMENTS OR MODIFICATIONS TO CONFORM BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8-1.8E(Fb=2400 SITE CLASS D METHODS,TECHNIQUES,SEQUENCES AND OPERATIONS OF WITH EXISTING CONDITIONS. IN CASES WHERE CHANGES ARE �sIGNAL PSI,Fv=190 PSI,E=1,800,000 PSI). CAMBER ALL GLULAM BEAMS TO SI =1.073,LAS Fv=NA CONSTRUCTION. NECESSARY,THESE DRAWINGS SHALL BE USED TO SHOW THE DESIGN 2,000'RADIUS,UNLESS SHOWN OTHERWISE ON THE PLANS. INTENT ONLY. SIDS=0.763,SD1=NA SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT PROJECT MANAGEMENT: OCCUPANCY CATEGORY II,le=1.0 ROCK PROJECT MANAGEMENT ALL LUMBER WITH A LEAST DIMENSION OF 2" NOMINAL SHALL BE CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY NDSCAPEAR (NOMINAL) SEISMIC DESIGN CATEGORY D ANDSCAPE ARCHITECTURE: STAMPED SURFACE-DRY AND SHALL HAVE MOISTURE CONTENT WHEN STEEL ORDINARY CANTILEVER COLUMN THE CONTRACTOR IS TO DEMONSTRATE N THE ENGINEER THAT THE FORA LANDSCAPE ARCHITECTS CONTACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING RCHI)T322-1732 TURE SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19 PERCENT. SYSTEM ARCHITECTURE: LUMBER WITH A LEAST DIMENSION OF 4" NOMINAL OR GREATER WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND DYKEMAN ARCHITECTS (NOMINAL) R=1.25,40=1.25,Cd=1.25 (425)259-3161 SHALL BE STAMPED SURFACE-GREEN AND AIR-DRIED TO A MOISTURE DESIGN BASE SHEAR,V=0.611 W BY DETAILING THE INTENDED FABRICATION AND INSTALLATION CIVIL: CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN METHODS. IF DEVIATIONS,DISCREPANCIES OR CONFLICTS BETWEEN JACOBSON CONSULTING ENGINEERS (206)426-2600 FRAMING THE STRUCTURE. SHOP DRAWINGS SUBMITTALS AND THE CONTRACT DOCUMENTS ARE ELECTRICAUPLUMBING: DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS METRIX ENGINEERING GEOTECHNICAL ENGINEERING REPORT: PREPARED BY ASSOCIATED (206)33K-2e22 ARE PROCESSED BY THE ENGINEER,THE DESIGN DRAWINGS AND STRUCTURAL: TIMBER TRUSSES SHALL BE CONSTRUCTED TO THE LINES AND EARTH SCIENCES,INC.DATED JULY 28,2023. SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED SEATTLE STRUCTURAL PS INC. PROFILES AS INDICATED ON THE DRAWINGS. CONTRACTOR .CTOR SHALL (206)U4 3000 VERIFY ALL TRUSS DIMENSIONS PRIOR TO FABRICATION. SOIL BEARING: 2500 PSF ALLOWABLE,WITH 113 INCREASE FOR WIND STRUCTURAL OBSERVATION CONNECTIONCONNECTIONS AND TIGHT TRUSSES ARE NGINEEREDFOR ESII HARDWARE E FITTING.N GRAVITY ANDLATE AL LOADS SEISMIC ADS ONLY. CONTACTOR SHALL PROVIDE ADDITIONAL REINFORCEMENT AS FOUNDATIONS PER IBC 1704.5,THE ENGINEER OF RECORD SHALL PROVIDE VISUAL REQUIRED FOR HANDLING AND ERECTION. OBSERVATION OF THE STRUCTURAL SYSTEM FOR GENERAL FOUNDATION EXCAVATION, BACKFILL AND COMPACTION SHALL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE SHEATHING SHALL BE APA PERFORMANCE RATED PANELS CONFORM TO SPECIFICATION REQUIREMENTS AND PER THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT n CONFORMING TO ESR-2586. SHEATHING MAY BE PLYWOOD OR RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. FOR THE INSPECTIONS �+ ORIENTED STRAND BOARD(OSB),UNLESS NOTED OTHERWISE. THIS CONSTRUCTION WORK, INCLUDING DRAINAGE, SHORING AND REQUIRED BY IBC SECTION 1 INCLUDE OR WAIVE THE RESPONSIBILITY10,1704 OR OTHER SECTIONS IBC. PLYWOOD PANELS SHALL BE GRADE CD AND ALSO CONFORM TO DOC SUCH OTHER RELATED WORK AS REQUIRED,SHALL BE CONDUCTED BY ITEMS TO OBSERVE: PS 1-07. OSB SHALL CONFORM TO DOC PS 2-04. ALL PANELS SHALL BE THE CONTRACTOR UNDER THE OBSERVATION AND DIRECTION OF THE FOUNDATIONS FOR LATERAL RESISTING ELEMENTS IDENTIFIED AS EXPOSURE 1 UNLESS NOTED OTHERWISE. PANEL GEOTECHNICAL ENGINEER. RATING TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: ROOF DIAPHRAGMS&ATTACHMENTS ROOF: 19/32"(OR 5/8")THICK,40/20 DRAG-STRUTS,COLLECTORS&CONNECTIONS M FOOTINGS SHALL BEAR A SOLID UNDISTURBED EARTH(CONTROLLED, RAL CORROSION CONTROL � COMPACTED STRUCTURAL FILL OR BOTH)AT LEAST 24"BELOW LOWEST UNLESS OTHERWISE NOTED ON THE PLANS,ROOF SHEATHING SHALL ADJACENT FINISHED GRADE. MATERIAL SHALL BE COMPACTED TO 95% O� BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. CUTS,SCRATCHES OR OTHER DEFECTS IN THE COATING SYSTEMS 5 WITH 1 Od NAILS @ 6"oc TO FRAMED PANEL EDGES AND @ 12"TO << APPLIED TO PILING AND STRUCTURAL STEEL SHALL BE REPAIRED IN G INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS ACCORDANCE WITH THE SPECIFICATIONS. CLIPS @ 16"ocAT UNBLOCKED ROOF SHEATHING EDGES. INCREASED 3"AT EACH INTERFACE WITH SOIL. UNLESS OTHERWISE NOTED ON THE PLANS,ROOF SHEATHING SHALL ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO SUPPLEMENTARY NOTES O BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED PLACING CONCRETE. O WITH 10d NAILS @ 6"oc TO FA STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITHMED PANEL EDGES AND @ 12"TO '� INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH ARCHITECTURAL,CIVIL LANDSCAPE,ELECTRICAL,AND MECHANICAL U Q CLIPS @ 16"ocAT UNBLOCKED ROOF SHEATHING EDGES. NEW CONSTRUCTION SHALL BE REMOVED. DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE CONTACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL ` z NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 1 THE SURFACE OF THE SHEATHING. CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND z EXCAVATIONS. DIMENSIONS OF WALL OPENINGS. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL SPECIAL INSPECTION 00 BE PRESSURE-TREATED WITH AN APPROVED PRESERVATIVE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS,MEMBER O THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION PER IBC SIZES,AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL WOOD FRAMING SECTION 1705. THESE INSPECTIONS SHALL BE PERFORMED BY A DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE SPECIAL INSPECTOR CERTIFIED BY THE CITY OF ARLINGTON TO 7 CONSTRUCTED TO THE MINIMUM STANDARDS OF THE BUILDING CODE. PERFORM THE TYPES OF INSPECTIONS SPECIFIED. SEE THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE m SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SPECIAL MINIMUM NAILING,UNLESS OTHERWISE NOTED,SHALL CONFORM TO STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL ui INSPECTION AND TESTING. TABLE 2304.10.1 OF THE BUILDING CODE. COORDINATE THE SIZE AND CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL ITEM DESCRIPTION PLANS. O D_ DRAWINGS. CONCRETE CONSTRUCTION PER IBC 1705.3&TABLE 1705.3 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS NAILS SHALL BE MANUFACTURED IN CANADA OR THE UNITED STATES IN REINFORCING STEEL AND THE METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES O SIZES AND TYPES AS FOLLOWS,UNLESS NOTED OTHERWISE: REINFORCING STEEL WELDING REQUIRED TO PERFORM HIS WORK.STRUCTURAL DESIGN OF THE '^ E PNEUMATIC NAILING-PLAIN SHANK,COATED OR GALVANIZED BOLTS INSTALLED IN CONCRETE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS,CODE SPECIFIED V J � 8d=.131 DIAMETER x 2-1/2"MINIMUM LENGTH POST INSTALLED CONCRETE ANCHORS LATERAL LOADS,AND MAXIMUM EXPECTED SERVICE LOADS. NO v J 10d=.131 DIAMETER x 3"MINIMUM LENGTH CONCRETE MIX CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED 16d=.131 DIAMETER x 3-1/2"MINIMUM LENGTH CONCRETE SAMPLING BY ERECTION PROCEDURES. THE CONTRACTOR SHALL VERIFY,TO THE HAND NAILING-SINKERS,COATED SATISFACTION OF HIMSELF AND THE OWNER,THE ABILITY OF THE DATE 911-3 8d=11-112 GAGE x 2-3/8" CONCRETE PLACEMENT STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING DRAWN CONCRETE CURING THE ALLOWABLE STRESSES OF THE MATERIALS USED. WHERE 1d=11 GAGE x 2-/ CHECKED 16d= 9 GAGE x 3-1/4" STEEL CONSTRUCTION PER IBC 1705.2 ERECTION LOADS WOULD OVERSTRESS THE STRUCTURE,THE CONTRACTOR SHALL SUBMIT DESIGN DOCUMENTS FOR TEMPORARY REVISIONS: NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS,JOIST WELDING BRACING AND STRENGTHENING FAME DETAIL ,INCLUDING FABRICATION AND HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG ERECTION DRAWINGS,TO THE ARCHITECT FOR REVIEW. THESE PERMIT SET 9/28/23 NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON WOOD CONSTRUCTION PER IBC OF DI & .1 DOCUMENTS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED 95%CD 10/09/23 1 &1705.12.2 STRONG-TIE COMPANY,SAN LEANDRO,CALIFORNIA. EQUIVALENT NAILING OF DIAPHRAGMS STRUCTURAL ENGINEER IN THE STATE OF WASHINGTON. THE BID SET 10/20/23 DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, CONTRACTOR SHALL PROVIDE,INSTALL AND IF NECESSARY REMOVE PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD SOILS PER IBC 1705.6&TABLE 1705.6 SUCH TEMPORARY WORK AS REQUIRED. CAPACITIES. SUBMIT MANUFACTURER'S CATALOG AND ICBO REPORTS MATERIALS BELOW FOOTINGS TO ARCHITECT AND ENGINEER FOR REVIEW WHEN REQUESTING EXCAVATION DEPTHS SUBSTITUTIONS. ALL SPECIFIED FASTENERS MUST BE USED AND CONTROLLED FILL CLASSIFICATION& PROPER INSTALLATION PROCEDURES MUST BE OBSERVED IN ORDER TESTING GENERAL NOTES TO OBTAIN ICBO APPROVED LOAD CAPACITIES. VERIFY THAT THE CONTROLLED FILL PLACEMENT& DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO COMPACTION RECEIVE THE SPECIFIED FASTENERS. SUBGADE PREPARATION S1.2 GENERAL NOTES NTS 3 I I @ AT(THE RATE OF) ELEC ELECTRICAL NS NEAR SIDE fora & AND ENCL ENCLOSURE NTS NOT TO SCALE " INCH ENGR ENGINEER S..ttle,NE 6A Seat 9811515 # NUMBER OR POUND EQ EARTHQUAKE,EQUAL OC ON CENTER t: 206-322-1732 0 DIAMETER,ROUND, EQUIP EQUIPMENT OD OUTSIDE DIAMETER forada.d 2L DOUBLE ANGLE BRACE ES EACH SIDE OF OUTSIDE FACE Far.L.ad—p. 2LL 2L WITH LLBB ETC ETCETERA OH OVERHEAD Architects 2SL 2L WITH SLBB EW EACH WAY OPNG OPENING E,EXIST EXISTING OPP OPPOSITE A AREA EXT EXTERIOR OVS OVERSIZED HOLES ADDL ADDITIONALo ADJ ADJACENT F DEGREES FAHRENHEIT P,PIPE STANDARD PIPE _ AFF ABOVE FINISHED FLOOR FB FLAT BAR PCF POUNDS PER CUBIC FOOT AISC AMERICAN INSTITUTE OF FF FAR FACE PERP PERPENDICULAR '�o 23tf STEEL CONSTRUCTION FFE FINISHED FLOOD PX EXTRA STRONG PIPEIpArAL AL ALUMINUM ELEVATION PIPEX EXTRA STRONG PIPE ALT ALTERNATE FIN FINISH,FINISHED PXX DOUBLE EXTRA AMT AMOUNT FLG FLANGE STRONG PIPE PROJECT MANAGEMENT: ANCH ANCHOR,ANCHORAGE FLR FLOOR PIPEXX DOUBLE EXTRA STRONG PIPE ROCK PROJECT MANAGEMENT APA AMERICAN PLYWOOD FP FIREPROOF PL PLATE,PLAN (NDSCAPEAR LANDSCAPE ARCHITECTURE: ASSOCIATION FS FAR SIDE PLCS PLACES FORA LANDSCAPE ARCHITECTS (206)322-1732 APPVD APPROVED FT FOOT,FEET PLF POUNDS PER LINEAL FOOT ARCHITECTURE: APPROX APPROXIMATE PLWD PLYWOOD DYKEMAN ARCHITECTS (425)259-3161 ARCH ARCHITECT, GA GAUGE PP PARTIAL PENETRATION CIVIL: ARCHITECTURAL GAL GALLON PSF POUNDS PER SQUARE FOOT JACOBSON CONSULTING ENGINEERS (206)426-2600 ASCE AMERICAN SOCIETY OF GALV GALVANIZED PSI POUNDS PER SQUARE INCH ELECTRICAUPLUMBING: METRIX ENGINEERING CIVIL ENGINEERS GC GENERAL CONTRACTOR (206)336-2622 ASME AMERICAN SOCIETY OF GR GRADE QTY QUANTITY STRUCTURAL: SEATTLE MECHANICAL ENGINEERS GRND GROUND (206)U4 3000UCTURALPSINC. ASTM AMERICAN SOCIETY FOR R RADIUS,RIGHT TESTING AND MATERIALS HGT HEIGHT RD ROUND AVG AVERAGE HHMB HEX HEAD MACHINE BOLT REF REFERENCE AWS AMERICAN WELDING HK HOOK OR HOOKS REQD REQUIRED SOCIETY HOR HORIZONTAL RH RIGHT HAND ry HORIZ HORIZONTAL RMS ROOT MEAN SQUARED BD BOARD HP HP SHAPES;HIGH POINT BEV BEVEL HR HOUR S SOUTH,AMERICAN STANDARD SHAPE //''►► BF BOTH FACES HS HIGH STRENGTH SCHED SCHEDULE LL BLDG BUILDING HSS HOLLOW STEEL SECTION SDQ SPECIAL DUCTILE QUALITY BLK BLOCK HVAC HEATING,VENTILATING& SECT SECTION BLKG BLOCKING AIR CONDITIONING SF SQUARE FOOT BM BEAM,BENCH MARK SHT SHEET BOT BOTTOM ICBO INTERNATIONAL SIM SIMILAR BP BASE PLATE CONFERENCE SLBB SHORT LEGS BACK-TO-BACK 7 BRDG BRIDGE,BRIDGING OF BUILDING OFFICIALS SLOT SLOTTED ` 0 BRIG BEARING ID INSIDE DIAMETER SPCG SPACING O) BS BOTH SIDES IF INSIDE FACE SPEC SPECIFICATION,SPECIFICATIONS BTWN BETWEEN IN INCH SQ SQUARE C j INCL INCLINE,INCLUDE SS STAINLESS STEEL c C CHANNEL,DEGREES INFO INFORMATION SSL SHORT SLOTTED HOLES CELSIUS INT INTERIOR,INTERNAL STD STANDARD C/C CENTER TO CENTER STIFF STIFFENER O CAD COMPUTER-AIDED JCT JUNCTION STL STEEL O DRAFTING JST JOIST STRUC STRUCTURAL 'L CF CUBIC FEET JT JOINT SY SQUARE YARD U Q CL CENTERLINE SYM SYMMETRICAL CLG CEILING K KILOPOUND(1000 U CLR CLEAR POUNDS) T TOP CO COMPANY,CUT OUT KELVIN(TEMPERATURE) T&B TOP AND BOTTOM z COL COLUMN KG KILOGRAM TEMP TEMPORARY CONN CONNECTION KIP KILOPOUND(1000 THK THICKNESS CONST CONSTRUCTION POUNDS) THRU THROUGH 00 CONT CONTINUOUS KSI KIPS PER SQUARE INCH TOS TOP OF STEEL 0 CONTR CONTRACTOR TOW TOP OF WALL CP COMPLETE PENETRATION L ANGLE,LEFT,LENGTH TYP TYPICAL WELD LB OR#POUND(WEIGHT) CTR CENTER LENG LENGTH UNO UNLESS NOTED OTHERWISE CU.FT. CUBIC FEET LH LEFT HAND UT ULTRASONIC TEST w m CU.IN. CUBIC INCH LL LIVE LOAD CU.YD. CUBIC YARD LLBB LONG LEGS V,VERT VERTICAL s CW CLOCKWISE BACK-TO-BACK VIF VERTICAL INSIDE FACE 0_ CY CUBIC YARD,CYCLE LOC(S) LOCATE,LOCATION(S) VOL VOLUME O LONGIT LONGITUDINAL Y d PENNY(NAILS) LP LOW POINT W WEST,WIDTH O DBL DOUBLE LSL LONG SLOTTED HOLES W/ WITH E DEG DEGREE LVL LEVEL W/O WITHOUT V7 DEMO DEMOLITION WD WOOD DEPT DEPARTMENT M METER,BENDING WF WIDE FLANGE(STRUCTURAL STEEL) DET DETAIL MOMENT,MISC SHAPE WP WATERPROOF,WORKING POINT DIAG DIAGONAL MATL MATERIAL WPJ WEAKENED PLANE JOINT DATE 9111123 DIA,0 DIAMETER MAX MAXIMUM WS WATERSTOP DRAWN DIM DIMENSION MC MISCELLANEOUS WT WEIGHT;STRUCTURAL TEE CUT FROM W SHAPE CHECKED DIV DIVISION CHANNEL DL DEAD LOAD M/E/P MECHANICAL/ YD YARD REVISIONS: DN DOWN ELECTRICAL/PLUMBING YR YEAR PERMIT SET 9/28123 DO DITTO ME MECHANICAL ENGINEER DP DEEP MECH MECHANICAL 95%CD 10/09/23 DWG DRAWING MEZZ MEZZANINE BID SET 10/20/23 DWL DOWEL MF MOMENTFRAME MFR MANUFACTURER EA EACH MIN MINIMUM;MINUTE EE EACH END MISC MISCELLANEOUS EF EACH FACE MK MARK EJ EXPANSION JOINT MTL MATERIAL,METAL ABBREVIATIONS EL,ELEVELEVATION,ELEVATOR N NORTH NF NEAR FACE NIC NOT IN CONTRACT NO NUMBER S1.3 NTS 9 ABBREVIATIONS NTS 3 i fora Se.t NE A 9 Street Seattle, 2 98132 t: 206-322-1732 far I-cl Fora Landscape Architects I IyD s EOy- �o� .q W0�,�28112� RSIO(NSA18L"6t'Olv I PROJECT MANAGEMENT: ROCK PROJECT MANAGEMENT (425)572-6878 LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECTURE: DVKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426-2600 ELECTRICAUPLUMBING: METRIX ENGINEERING (206) PICNIC SHELTER STRRUUCTT 22 U RRALAL: SEE 3/S2.2 SEATTLE STRUCTURAL PS INC. &3/S2.3 (206)348-3000 N� L� I Q ❑ STAGE } SEE 9/S2.2 &9/S2.3 Do Z N I Q 0 o . O � I F:L]F ❑ U Q Ld z I 0 za 0 ❑ � w m O o U I DATE 9/15/23 DRAWN CHECKED REVISIONS: PERMIT SET 9128/23 95%CD 10/09/23 BID SET 10/20/23 I N ® SITE PLAN I S2.1 I SITE PLAN V 20'-0" 3 fora 1430 HE 65th Street Seattle,WA 98115 t: 206-322-1732 fo—I-d Fora Landscape Architects a�B.a 12,_ „ 23'-0" 'Po ,�2su2 SLAB PROJECT MANAGEMENT: �---�---� ---�---� EDGE --------� ROCK PROJECT MANAGEMENT�---t---� �---t---� (426)672-6878 LANDSCAPE ARCHITECTURE: I I I I I I I I I FORA LANDSCAPE ARCHITECTS I (208)322-1732 ARCHITECTURE: OV5 259-ARCHITECTS -+--- ♦- ----i---I --- - ---+-------------------+--- - ---+ ^ PA I 3/S4.1 CIVIL: SA ----- - I I I I I 3/S4.1 �---- - - � --- TYP JACOBSON CONSULTING ENGINEERS �? TYP (206)426-2600 ELECTRICALIPLUMBING: METRIX ENGINEERING L 1 —� r —+--- ---+---J T--- ---t---� (206)336-2822 STRUCTURAL: SEA TLLESTRUCTURAL PS INC. I I I I I I I ! THICKENED L.L SLAB AT ❑ PARTITION,TYP /'►�/'► SEE CIVIL LL l ° A 6/S4.1 N , ! TYP E3 o z N ! LJ l N Do HSS4X4X%8 PARTITION POST,TYP > ! I I o 0 0' ° U Q I I z z � 1 III ° -- — — �a I I I I i li i i w 0° I I I I I I I ! --J ! L---!-- ---!---J rn l HSS8X8X1/4 COLUMN,TYP I I � ! i CONCRETE PLINTH TYP o E, 4'-6" ^ m CONCRETE FOOTING,TYP TYP V J Cn DATE 1111123 �o a DRAWN SIB _—_—_ _—_ _ _—_ _ _ _—_—_—_—_ _ CHECKED REVISIONS: HSS8X8X'/4 PERMIT SET 9/28/23 L— — t---J — --t---� COLUMN,TYP �— t— CONCRETE SLAB 4'-6" BID E 10/20/23 CONCRETE FOOTING, PLINTH,TYP EDGE TYP BID SET 0/0/23 TYP FOUNDATION PLANS NOTE: I 1. SEE CIVIL FOR SLAB INFORMATION 2. COORDINATE PARTITION LOCATIONS WITH ARCHITECTURAL. S2.2 STAGE FOUNDATION PLAN %,=1, 9 PICNIC SHELTER FOUNDATION V 3 fora 1430 HE 65th Street Seattle,WA 98115 t: 206-322-1732 tora.l-d Fora Landscape Architects a�S.a S1 S2 S3 ° 28 BIONAL>� 2'-0" - 12'-" 4' P1 PZ PROJECT MANAGEMENTROCK : LANDSCAPE CT MANAGEMENT LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)CHITS 2TURE -1732 ARCHITECTURE: 2'- " t 23-0" 2'- " DYKEMAN RCHITECTS SA - - - - - - - -- CIVILS)259-3161 &3161 JACOBSON CONSULTING ENGINEERS (206)426-2600 ELECTRIC EI ENGIN BI NG A (206)336-2822 O STRUCTURAL: 3/S3.1 V SEATTLE STRUCTURAL PS INC. (206)343-w r L J L J - W A 2/S3.1 Q wco � N 5 J J Q Q W W C J J J m m O M N N N W �J X� X=1 U Q LU A ^ ^ z 5 4.1 2X6 JOIST Z OPP SIM 8/S4.1 5/S4.1 � @24"O.C. LU MAX AT 0ROOF PLANE 06 LuEL Ed Z—A 5 < SHEATHING D PB —— — - O A.1 U TYP d DATE 9/15/23 < HSS8X8X%4 V.PLYWOOD DRAWN ----_ COLUMN,TYP TIMBER TRUSS SHEATHING CHECKED ^ OVER GLULAM BEAM,TYP REVISIONS: 1/S4.1 TYP PERMIT SET 9/28/23 EDGE OF CLERESTORY ssi cD 0/09/23 HSS8X8X%4 2X10 RAFFTERS BID ser o/zo/z3 COLUMN,TYP @ 24"O.C.MAX I � I ROOF FRAMING PLANS I S2.3 I STAGE ROOF FRAMING PLAN w=1, 9 PICNIC SHELTER ROOF FRAMING PLAN % 3 2/S4.2 EA SIDE fora Ye TYP ALL I 1430 NE 65th Street HSS4X4X I I Settle,WA 98115 t: 206-322-1732 foradand HSS2X2XY8 HSS2X2X%a I I Far.L.ndsoape � I 2X6 @ 24"O.C.MAX Architects I 12 ES ES 12 1 TIMBER TRUSS s 8 TYP 1/e TYP ALL 4� ALL ------- ---- I Q 5 odl� �8 — ° SZ SZ 2 2 2 2 2 2 N /— Co Cco co U) Co oCo Co m rn ----- — �. —L----- x x x x x x / � i- I I \ / I BBIUNAt —— ------------ ------ ------ ------------------4-- HSS2X2X a HSS2X2X a I I I\ I I PROJECT MANAGEMENT: I I ROCKP MANAGEMENT 3/S4.2 2-6878LANDSCAPE � --- TECTURE FORA LANDSI CAPEARCHITECTS ---- ---- 7/S4.2 10/S4.2 (206)322-1732 ARCHITECTURES OPP-SIM. DYKEMAN ARCHITECTS ES 5%i'X18"GLULAM CIVIL:) TYP ALL JACOBSON CONSULTING ENGINEERS 8 (206)4261600 ELECTRICAL/PLUMBING: METRIX ENGINEERING i+J HSS8X8X/ (4 STRR UCTURALUCTURAL : COLUMN,TYP (206)SEATTLE STRUCTURAL PS INC. (206)343-3000 6/S4.1 v I I CONCRETE PLINTH,TYP I I..L 6'-4" 1'-8" i 6'-4" L--------L ----L CONCRETE SLAB L.L /// ON GRADE-SEE CONCRETE FOOTING,TYPJ 4'-6" CIVIL zM N N m PARTITION FRAMING ELEVATION W-1'-0" 8 PICNIC SHELTER SECTION O , ES O ya TYP ALL S1 S2 S3 C) HSS4X4X e L Q ---- ———————— v HSS2X2X%a I I I I DO /----I—� 12 1 12 I 1 I ^O^ �4 4� 2X10@ 24"IO.C.MAX,TYP I..L 06 70 I I 11 C11 . a I I I -1N xv I I --*-- ---- 1 OD Cn co co � I I — ---- 5/S4.1 W x x x = I I I I �e O 5/S4.1 I I 1 5Y2"X21"GLU LAM T HSS2X2Xye -- OPP SIM I I BEAM,TYP O - 0 — — 8/S4.1 T&B Cn ya TYP ALL HSS8X8XYn COLUMN,TYP DATE 9/15na I I M DRAWN CHECKED CONCRETE 6/S4.1 PLINTH,TYP REVISIONS: V PERMITSET 9128/23 95%CD 10/09/23 BID SET 10/20/23 -- L-- J .L 10" 6'-2" 10" r-- I 1 r-- r-- L---1---J L---1---J 1---� CONCRETE SLAB T-10" ON GRADE-SEE ELEVATIONS & CONCRETE 4 6 CIVIL FOOTING,TYP SECTIONS S3.1 I PARTITION FRAMING ELEVATION STAGE SECTION 3 I 4" 5Yi'BEAM WIDE GLULAM fora TY 3 B PLY4X3X1'-1" 1430 HE 65th Street /ts PL% S..ttle,WA 98115 is 206-322-1732 <.1 1%s'0 HOLES tor0.I00d Fora Landscape Architects (2)PLY4X4%"X1'_3„@ (3)Y4"0 5%"O.C. _ � � � BOLTS 3�B + �4 SEE DETAIL SIDE �G �o2811s� 16"fb HOLES 1Y" 3" 3" 5Yi'GLULAM BEAM SEAT aIONAL� PL/EA SIDE I FORS/"BOLTS 9" PL✓ BEAM SEE DETAIL 7/54.1 PROJECT MANAGEMENT: I I ��� ,/4 Py2X83�4XV-10" ROCK PROJECT MANAGEMENT (426)572-6878 10" LANDSCAPE ARCHITECTURE: H`S`58X6� FORA LANDSCAPE ARCHITECTS M COL (206)322-1732 ARCHITECTURE: DVKEMAN ARCHITECTS (425)25P3161 CJACOBSON CONSULTING ENGINEERS v'I/ (206)426-2600 HS.S8X8N4'COLUMN ELECTRICA-LUMBING: W/CAP PL METRIX ENGINEERING (206)336-2822 STRUCTURAL: SEATTLE STRUCTURAL PS INC. (206)343-3000 DETAIL 3"=1'-0" 10 DETAIL 3"=1'-o" 7 DETAIL 1Y"=1'-0" 4 DETAIL 1Yi'=1'-0" 1 D*SIDE N SHEATHINGD 12 DIAPHRAGM 4 � NAILING S/e"PLYWOOD 1 2 SHEATHING 2"TYP 7 NNLD �Q 2X10 RAFTERS 2X BLO@ 24"O.C. 2X BLOCKING5W/(2)SNG �O A34 EA " 2X10 RAFTERSM BEAM @ 24"O.C. 5%LUL OSIMP GLULAM BEAM + + f , ._ H1A EA SIMPSON /4 , Q RAFTER,TYP H1A 4'-0" 2'-0" @ OPP SECTION A z PLY4 z I..L 06 DETAIL 1y"=r-0" 11 DETAIL Y4'=1'4' 18 DETAIL =r-o" 5 I I PLAY. 1"TYP (4)Y4"0 HSS8X8X4 � O + 1"TYP ANCHORS O 0 q 1y"GROUT HILTI KWIK BASE PL4" I I � CONC.SLAB ON � BOLT TZ + + ISOLATION GRADE SEE CIVIL � /6 JOINT SECTION A DATE 9/15/23 DRAWN HSS4X4X1/8 CHECKED #4©@ 6"O.C. REVISIONS: Z � PERMIT SET 9/28/23 o A o 95%CD 10/09/23 m g BASE PLy BID SET 10/20/23 w 1"GROUT o • l 1'-2'ISQ DETAILS THICKENED (5)#6 EW SLAB-SEE CIVIL 4'-6"SQ S4.1 I X"=1,_o,. 12 X„=1,_o„ 9 DETAIL 1Y"=1,_0„ 6 DETAIL 1Yi'=1'o" 3 I DIAPHRAGM fora NAILING 2X6 JOIST 4X8 TRUSS 143D HE A 9 Street Seattle, 2 98132 24"O.C.MAX c: I.rcl z-naz fora.land PLY,TYP BLOCKING FOR + Fora Landscape WOOD CEILING Architect. + + 5/8"PLYWOOD SHEATHING d�s.a M M + 1Ys"O WOOD CEILING + + + 2XBLOCKING HOLE - n TYP 0 0 0 + + + zeuz CONN.PL P1 G2s oN EA SIDE 4Yz" 3Yz" 3Yz" �,ly? 2X BLOCKING BETWEEN TRUSSES ° PROJECT MANAGEMENT: Y2 (426)5]2-6818 " 2X6 JOIST @ 2'-0"O.C.MAX ROCK PROJECT MANAGEMENT 1 3" P3 ° LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS 322-1732 SEE DETAIL 8/S4.1 (2)SIMPSON A34 s ARCH P1 ITECTURE: FOR TRUSS CONN EA 2X /B PLYWOOD DYKEMAN ARCHITECTS SHEATHING (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS O (206)426-2600 5Y2"X18"GLULAM BEAM ELECTRIC TRIXENGINEERING 0 /4'CONN.PL P5 (206)336-2822 EA SIDE STRUCTURAL: 4X6 SEATTLE STRUCTURAL PS INC. (206)343-3000 DETAIL 1Y2"=1'-0" 7 � I 4X8 TRUSS TOP CHORD Q CONN.PL P3 0 SEE 12/S4.2 PLYWOOD i 3" + SHEATHING 0 1Y2"` 11/2 + WOOD M m +/Z CELING N zo N M w + + + 0 D � y� M ---e--e-— CONN.PL P2 Lil4X6 4X8 G ¢Q EA SIDE I TYa "TYP 5 4X8TRUSS WOOD L p STEEL CONN.SEAT BOTTOM GEEING O 1Y2" SEE DETAIL CHORD 1 4X8�- Yz" 3Yz" 3Yz" 3Yz' 3Yz' 10/S4.1 v N P2 P4 5Y2"X 18" CL TRUSS `GLULAz BEAM 1 BEAM *I'/ Z � NOTE:SEE 12/S4.2 FOR CONNECTIONS PLATE DETAILS O Yz"=1'-0" g W °� DETAIL 1 DETAIL 1Yz'"=1'-0" 2 >- � I DIAPHRAGM NAILING TO TRUSSES AND V PLYWOOD SHEATHING O JOISTS 51/4' O a 12 V J Cn 12 4 5 4X6 DATE 9/15/23 3 n DRAWN 2x6 ROOF JOISTS \'� CHECKED @ 24"OC.MAX i REVISIONS: �� � �� SIMPSON JOIST HANGER �- \ PERMIT SET 9/28/23 i 95%CD 10/09/23 i0 - BID SET 10/20/23 TIMBER ROOF TRUSS _Z��s__ 1Yz" 3" -- - - - - - - - ------- — �— --------------------- P5 DETAILS CONN.PL P4 EA 4X8 TRUSS SIDE-SEE DETAIL BOTTOM 121S4.2 `c 4 DETAIL 1Y"=1'-a' 12 DETAIL 1Yz"=1'-O" g DETAIL 1Y2"=1.-0" 3 I REFERENCE SYMBOLS POWER SYMBOLS ABBREVIATIONS: ELECTRICAL GENERAL NOTES: NEW ELECTRICAL WORK TP GROUND BAR 1P 1 POLE(2P,3P,4P,ETC.) GENERAL: 23. PROVIDE EQUIPMENT THAT FITS INTO SPACE fora MAX MAXIMUM ALLOTTED AND ALLOWS ADEQUATETE A ACCEPTABLE A AMPERE MAG.S MAGNETIC STARTER 1. COORDINATE ELECTRICAL WORK WITH MECHANICAL, CLEARANCE FOR INSTALLATION,REPLACEMENT, EXISTING ELECTRICAL WORK 4 JUNCTION BOX AC ABOVE COUNTER M/C MOMENTARY CONTACT ARCHITECTURAL,STRUCTURAL,CIVIL AND ENTRY,SERVICING AND MAINTENANCE.COORDINATE ACLG ABOVE CEILING MC MECHANICAL CONTRACTOR LANDSCAPE WORK SHOWN ON OTHER CONTRACT WITH OTHER TRADES TO ENSURE NO CONFLICT WITH 1430 NE 65th Street JUNCTION BOX CEILING ADO AUTOMATIC DOOR OPENER MCB MAIN CIRCUIT BREAKER DOCUMENTS.PROVIDE ADDITIONAL OFFSETS FOR REQUIRED CLEARANCES. Se ttle,WA 98115 ------- ENLARGED PLAN BORDER UNG AF AMP FRAME MCC MOTOR CONTROL CENTER COORDINATED INSTALLATION WHERE REQUIRED. t. 206-322-1732 AFF ABOVE FINISHED FLOOR MDC MAIN DISTRIBUTION CENTER 24. BUILDING SPACE IS LIMITED.STRONG ATTENTION TO fora.1-d JUNCTION BOX FLOOR AFG ABOVE FINISHED GRADE MDP MAIN DISTRIBUTION PANEL 2. FIELD COORDINATE FINAL MECHANICAL AND DETAIL AND CARE MUST BE TAKEN WHEN DEVELOPING AFI ARC FAULT CIRCUIT INTERRUPTER MFR MANUFACTURER EQUIPMENT LOCATIONS ALONG WITH CONNECTION SHOP DRAWING SO ROUTING IS COORDINATED WITH Fora L�rdcape MATCHLINE REQUIREMENTS AND CONTROL WIRING PRIOR TO OTHER DISCIPLINES. Ar<r,ttecs AHU AIR HANDLING UNIT MFS MAIN FUSED DISCONNECT SW ROUGH-IN. $ POWER SWITCH AL ALUMINUM MH MANHOLE 25. MATERIALS WITHIN PLENUMS SHALL BE _` t ALT ALTERNATE MIC MICROPHONE 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDE ALL LINE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD r'l„M A� P AMP AMPERE MIN C. MINIMUM Q. OF d$yj ® DUPLEX RECEPTACLE FLOOR VOLTAGE CIRCUITING AND CONNECTIONS TO INDEX OF NOT MORE THAN 25 AND A ITEM TO BE REMOVED AMPL AMPLIFIER MISC MISCELLANEOUS MECHANICAL EQUIPMENT,PACKAGED UNITS, SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 Jt ANNUN ANNUNCIATOR MLO MAIN LUGS ONLY CONTROL PANELS,MOTOR STARTERS,MOTOR WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR !�1 DUPLEX RECEPTACLE WALL AQ-STA APPROXIMATELY MMS MANUAL MOTOR STARTER AQ-STAY AQUASTAT MOA MULTIOUTLET ASSEMBLY CONTROLLERS,VARIABLE FREQUENCY DRIVES AND UL 723. AREA NOT IN CONTRACT XX" MOUNTING HEIGHT SIMILAR EQUIPMENT.COORDINATE ADDITIONAL G-GROUND FAULT CIRCUIT INTERRUPTER AS ARCH ARCHITECT,ARCHITECTURAL MSP MOTOR STARTER PANELBOARD A WITCH MSBD MAIN SWITCHBOARD REQUIREMENTS WITH CONTROLS CONTRACTOR. EXISTING ELECTRICAL: 20100364 WP=WEATHERPROOF AT AMPMP TRIP MT MOUNT 4. COORDINATE EQUIPMENT CONNECTIONS WITH 1. WORK SHALL BE PERFORMED IN A CLEAN AND C=CONTROLLED ATS AUTOMATIC TRANSFER SWITCH MT.0 EMPTY CONDUIT MANUFACTURERS'CERTIFIED DRAWINGS. WORKMANLIKE MANNER.CARE SHALL BE EXERCISED I E13-1 AUTO AUTOMATIC MTS MANUAL TRANSFER SWITCH TO MINIMIZE ANY INCONVENIENCE OR DISTURBANCE at MATCHLINE ARROW AUX AUXILIARY MTR MOTOR,MOTORIZED 5. COORDINATE ELECTRICAL,COMMUNICATIONS,AND TO OTHER AREAS OF THE BUILDING WHICH ARE TO ® FOURPLEX RECEPTACLE FLOOR AV AUDIOVISUAL N.C. NORMALLY CLOSED ELECTRONIC SAFETY AND SECURITY WORK PRIOR TO REMAIN IN OPERATION.ISOLATE WORK AREAS BY PROJECT MANAGEMENT: AWG AMERICAN WIRE GAUGE NEC NATIONAL ELECTRICAL CODE INSTALLATION.EQUIPMENT ACCESS TAKES MEANS OF TEMPORARY PARTITIONS AND/OR TARPS ROCK PROJECT MANAGEMENT NEMA NATIONAL ELECTRICAL MANUFACTURER'S PRECEDENCE OVER CONDUIT FOR AVAILABLE SPACE. 1NDSCAPE425) AR �{p 78 FOURPLEX RECEPTACLE CEILING BATT BATTERY ASSOCIATION TO KEEP DUST AND DIRT WITHIN THE CONSTRUCTION FORA LAND CAPEARCHITECTS BD BOARD NFDS NON-FUSED SAFETY DISCONNECT SWITCH 6. WHERE USED,THE TERM"PROVIDE"SHALL MEAN AREA. (206)322-1732 BLDG BUILDING NIC NOT IN CONTRACT "FURNISH AND INSTALL". 2. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT ARCHITECTURE: 1 FOURPLEX RECEPTACLE WALL DYKEMAN ARCHITECTS SECTION IDENTIFIER BMS BUILDING MANAGEMENT SYSTEM NIL NIGHT LIGHT BE REUSED IN NEW SYSTEMS,EXCEPT WHERE (425)259-3161 E-001 7. PROVIDE CONDUCTORS OPERATING AT 50 VOLTS OR N.O. NORMALLY OPEN INDICATED AS BEING RELOCATED. CIVIL: ® SPECIAL RECEPTACLE CEILING C CONDUIT NPF NORMAL POWER FACTOR GREATER IN RACEWAY.PROVIDE METAL RACEWAY JACOBSON CONSULTING ENGINEERS CAB CABINET NTS NOT TO SCALE WITHIN THE STRUCTURE ABOVE THE FLOOR SLAB. 3. WHERE INDICATED,CONDUIT OR PORTIONS OF (206)426-2600 PROVIDE PVC RACEWAY BELOW THE FLOOR SLAB AND CONDUIT SHALL BE REUSED.REFER TO DRAWING eLecrRlcnuawm6lNc: ® SPECIAL RECEPTACLE FLOOR CAT CATALOG METRIX ENGINEERS 1 CAN CABLE TELEVISION OH OVERHEAD UNDERGROUND RACEWAY OUTSIDE THE STRUCTURE. PLANS FOR POINTS OF CONNECTIONS. (425)336-2822 DETAIL OR DRAWING IDENTIFIER STRUCTURAL: E-001 CB CIRCUIT BREAKER OL OVERLOADS 8. CONDUIT AND WIRE IS NOT PERMITTED TO BE 4. PROVIDE TEMPORARY SUPPORT OF EXISTING SEATTLE STRUCTURAL PS INC. SPECIAL RECEPTACLE WALL CCTV CLOSED CIRCUIT TELEVISION INSTALLED BELOW FLOOR SLAB UNLESS INDICATED ELECTRICAL SYSTEMS WHERE REQUIRED BY (206)343-3000 CCT CIRCUIT PA PUBLIC ADDRESS ON PLAN BY DASHED CONDUIT. DEMOLITION OR ALTERATION OF EXISTING iQ REVISION TAG CLG CEILING PB PULL BOX OR PUSHBUTTON STRUCTURE DURING CONSTRUCTION.COORDINATE TRANSFORMER COMB COMBINATION PE PNEUMATIC ELECTRIC 9. LEAVE THE SITE CLEAN AND READY FOR OCCUPANCY. WITH GENERAL CONTRACTOR AND PROVIDE ALL CM PR COMPRESSOR PED PEDESTAL REMOVE DIRT,DEBRIS,EMPTY CARTONS,TOOLS, NECESSARY CONDUIT AND EQUIPMENT SUPPORTS AHU-XXX EQUIPMENT IDENTIFIER 'O SAFETY DISCONNECT SWITCH FUSED CONN CONNECTION PF POWER FACTOR CONDUIT AND WIRE SCRAPS AND MISCELLANEOUS (FUSED) AND HANGERS TO MAINTAIN INTEGRITY,SAFETY AND CONS7 CONSTRUCTION PH PHASE SPARE EQUIPMENT AND MATERIALS USED IN THIS PROPER OPERATION OF EXISTING ELECTRICAL CONS CONTINUATION OR CONTINUOUS PIV POST INDICATING VALVE DIVISION OF THE WORK DURING CONSTRUCTION. SYSTEMS FOR THE DURATION OF THE WORK. 6 PANELBOARD CONTR CONTRACTOR PNL PANEL COMPONENTS SHALL BE FREE OF DUST,GRIT AND SHEET NOTE CONV CONVECTOR PP POWER POLE FOREIGN MATERIALS AND LEFT AS NEW BEFORE FINAL DEMOLITION: CP CIRCULATING PUMP PR PAIR ACCEPTANCE OF WORK. ® EQUIPMENT CONNECTION.REFER TO CRT CATHODE-RAY TUBE PRI PRIMARY 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MOTOR AND EQUIPMENT SCHEDULE FOR CT CURRENT TRANSFORMER PROJ PROJECTION 10. PERFORM WORK TO COMPLY WITH THE STANDARD COORDINATE DEMOLITION/INSTALLATION OF NORTH ARROW REQUIREMENTS CTR CENTER PRV POWER ROOF VENTILATOR PRACTICES FOR GOOD WORKMANSHIP PUBLISHED BY ELECTRICAL SYSTEMS AND THOSE REQUIRING CU COPPER PT POTENTIAL TRANSFORMER NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION ELECTRICAL CONNECTIONS TO MAINTAIN NEC PVC POLYVINYL CHLORIDE(CONDUIT) (NECA).COMPLY WITH THE LATEST ENFORCED REQUIRED CLEARANCES,INCLUDED BY NOT LIMITED DCP DOMESTIC WATER CIRCULATING PUMP PWR POWER EDITION OF THE NATIONAL ELECTRICAL CODE(NEC), TO AREAS ABOVE ACCESSIBLE CEILINGS. LIGHTING SYMBOLS DEPT DEPARTMENT LOCAL CODES,AMENDMENTS,AND ORDINANCES. DET DETAIL QUAN QUANTITY 2. COORDINATE WITH OTHER TRADES FOR PROPER 7� RACEWAY SYMBOLS o CAL RK UNDER THE DISC DISCONNECT RCPT RECEPTACLE A DIAMETER11 SUPERVISION OF A. PERFORM I L CENSED MASTER ELECTRICIAN. DRAWINGS OF OTHDEMOLITION OF QER TRADES OR CRAFTS TO AVOID ! N UIPMENT.CONSULT THE $ DIMMER SWITCH DIST DISTRIBUTION REQD REQUIRED PROCURE PERMITS AND LICENSES AND PAY FEES CONFLICTS WITH EQUIPMENT,ETC.RESOLVE 00 ON DOWN RM ROOM ASSOCIATED WITH THIS WORK. CONFLICTS PRIOR TO ROUGH-IN AND AT NO a CONDUIT IN CEILING OR WALL $K KEYED SWITCH DPR DAMPER RSC RIGID STEEL CONDUIT 12. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING ALL ADDITIONAL COST TO THE OWNER. DS SAFETY DISCONNECT SWITCH RTU ROOF TOP UNIT C Q CONDUIT IN FLOOR OR BELOW GRADE ® OCCUPANCY SENSOR CEILING DT DOUBLE THROW DOCUMENTATION REQUIRED TO CITY OF ARLINGTON 3. TAKE CAUTION IN DEMOLITION OF ELECTRICAL c - - - - - DWG DRAWING Sc SURFACE CONDUIT FOR PERMITTING.COORDINATE WITH ENGINEER FOR EQUIPMENT. SEC SECONDARY ANY ADDITIONAL DOCUMENTATION. EC ELECTRICAL CONTRACTOR SHT SHEET 4. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE O 4PN-102/1 3 g OCCUPANCY SENSOR WALL 13. PROVIDE NEW,COMMERCIAL GRADE MATERIALS OF ALL CONDUIT AND EQUIPMENT INDICATED ON �L\\ EL ELECTRIC,ELECTRICAL Sim SIMILAR FURNISHED FOR THIS PROJECT THAT ARE FREE OF DRAWINGS INCLUDING ALL ASSOCIATED HANGERS, O ELEV ELEVATOR S/N SOLID NEUTRAL DEFECTS,AND LISTED BY A NATIONALLY RECOGNIZED HOME RUN 70 BRANCH CIRCUIT PANELBOARD $ SINGLE POLE SWITCH ELU EMERGENCY LIGHTING UNIT SPEC SPECIFICATION WIREMOLD,WIRING,DEVICES,CONTROLS,AND _ TESTING LABORATORY UNO. APPURTENANCES ASSOCIATED WITH EACH PIECE OF EM EMERGENCY SPKR SPEAKER EQUIPMENT. U Q $3 THREE-WAY SWITCH EMS ENERGY MANAGEMENT SYSTEM Sp SPARE 14. CONTRACTOR IS RESPONSIBLE FOR WIRING EMT ELECTRICAL METALLIC TUBING SR SURFACE RACEWAY ELECTRICAL ITEMS SHOWN ON DRAWINGS. 5. EXISTING CONTROL PATHWAYS MAY BE RE-USED. CABLE TRAY-LADDER TYPE COORDINATE CONTROLS DEMO WORK PRIOR TO EP ELECTRIC PNEUMATIC SS STAINLESS STEEL Z $m OCCUPANCY SENSOR SWITCH EQUIP EQUIPMENT SSW SELECTOR SWITCH 15. PROVIDE 4"MINIMUM CONCRETE BASES DEMOLITION. EWC ELECTRIC WATER COOLER S/S STOP/START PUSHBUTTONS (HOUSEKEEPING PADS)UNDER FLOOR MOUNTED a EXIST EXISTING STA STATION ELECTRICAL EQUIPMENT.THIS INCLUDES,BUT IS NOT 6. WHERE EXISTING ITEMS PENETRATE A WALL OR ROOF, /'+ $E TIMER SWITCH EXH EXHAUST STD STANDARD LIMITED TO SWITCHBOARDS,TRANSFORMERS,AND CONTRACTOR SHALL PROVIDE INFILL AT(E) DIAGRAM SYMBOLS EX EXPLOSION PROOF SURF SURFACE MOUNTED MOTOR CONTROL CENTERS.COMPLY WITH PENETRATIONS THROUGH WALL/ROOF WITH LIKE EXIT SIGN SW SWITCH REQUIREMENTS FOR EQUIPMENT BASES AND MATERIALS.PATCH&REPAIR TO MATCH O FA FIRE ALARM SWBD SWITCHBOARD FOUNDATIONS SPECIFIED IN DIVISION 03. SURROUNDING SURFACES INCLUDING PAINT. G\ o FA BP FIRE ALARM BOOSTER POWER SYM SYMMETRICAL /) CIRCUIT BREAKER FABP FIRE ALARM CONTROL PANEL SYS SYSTEM 16. COORDINATE ATTACHMENTS TO STRUCTURE TO 7. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT LINEAR FIXTURE FCU FAN COIL UNIT VERIFY THAT ATTACHMENT POINTS ON EQUIPMENT 05 o OF EXISTING ELECTRICAL EQUIPMENT WHERE STRIP LUMINAIRE FIXT FIXTURE TEL TELEPHONE AND STRUCTURE CAN ACCEPT SEISMIC,WEIGHT,AND REQUIRED BY DEMOLITION OR ALTERATION OF FLR FLOOR 7EL/DATA TELEPHONE/DATA OTHER LOADS IMPOSED. EXISTING STRUCTURE DURING CONSTRUCTION. > FLUOR FLUORESCENT TERM TERMINAL COORDINATE WITH GC AND PROVIDE NECESSARY GF GROUND FAULT RELAY IS BOLLARD FU FUSE TL TWIST LOCK 17. MAINTAIN INDICATED FIRE AND SMOKE RATING OF SUPPORTS AND HANGERS TO MAINTAIN INTEGRITY, W CD rZ FUDS FUSED SAFETY DISCONNECT SWITCH TR TAMPER RESISTANT WALLS,PARTITIONS,CEILINGS,AND FLOORS AT SAFETY AND PROPER OPERATION OF EXISTING WALL LUMINAIRE T-STAT THERMOSTAT ELECTRICAL PENETRATIONS.SEAL PENETRATIONS ELECTRICAL O SYSTEMS. i O METER GA GAUGE TTC TELEPHONE TERMINAL CABINET WITH FIRESTOP MATERIAL.PROVIDE MATERIAL IN ii m DOUBLE-SIDED EXIT SIGN GAL GALLON N S TELEVIION ACCORDANCE WITH ASTM E 814 AND UL 1479 3M OR 8. THE OWNER HAS THE RIGHT TO RETAIN OWNERSHIP a- GALV GALVANIZED MC TELEVISION TERMINAL CABINET APPROVED.COMPLY WITH REQUIREMENTS SPECIFIED OF ANY MATERIALS BEING REMOVED.DELIVER ITEMS Y O T L„�,�J,J ® SINGLE-SIDED EXIT SIGN GC GENERAL CONTRACTOR TYP TYPICAL IN DIVISION 07. TO THE OWNER'S REPRESENTATIVE AS INDICATED IN TRANSFORMER 0m GEN GENERATOR THE CONTRACT DOCUMENTS.NOTIFY OWNER IN C O GFI GROUND FAULT CIRCUIT INTERRUPTER UC UNDER COUNTER 18. PROVIDE AL PENOCKINGETRATIONS AND DRAFT STOPPING AT WRITING AT LEAST 7 DAYS IN ADVANCE OF G ® PHOTOCELL ELECTRICAL PENETRATIONS IN COMBUSTIBLE E GFP GROUND FAULT PROTECTOR UE UNDERGROUND ELECTRICAL DEMOLITION. 'A � GROUND GND GROUND UG UNDERGROUND BUILDING ING CODE CEALED ACES PER THE INTERNATIONAL V/1 GRS GALVANIZED RIGID STEEL(CONDUIT) UH UNIT HEATER GYP BD GYPSUM BOARD UNO UNLESS NOTED OTHERWISE 19. REFER TO TYPICAL DETAILS PROVIDED IN THIS 3 SECURITY SYMBOLS UT UNDERGROUND TELEPHONE DRAWING SET FOR EQUIPMENT INSTALLATION. CURRENTTRANSFORMER HOA HANDS-OFF-AUTOMATIC SWITCH UTIL UTILITY HORIZ HORIZONTAL UV ULTRAVIOLET CONTRACTOR IS RESPONSIBLE FOR CONFORMANCE DATE 9/21/23 WITH DETAILS. CAMERA HP HORSEPOWER DRAWN BCP SPD SURGE PROTECTIVE DEVICE HPF HIGH POWER FACTOR V VOLT 20. LOCATIONS AND SIZES OF FLOOR,WALL,AND ROOF HT HEIGHT VA VOLT-AMPERES OPENINGS SHALL BE COORDINATED WITH OTHER CHECKED BCP HTG HEATING VDT VIDEO DISPLAY TERMINAL TRADES INVOLVED.INCLUDE IN THE COST OF HTR HEATER VERT VERTICAL ELECTRICAL WORK,CUTTING,CORING,PATCHING AND REVISIONS: 0NSS TRANSIENT VOLTAGE SURGE SUPPRESSOR HV HIGH VOLTAGE VFD VARIABLE FREQUENCY DRIVE PAINTING OF EXISTING WALLS,CEILINGS,FLOORS AND PERMIT SET 9/28/23 HVAC HEATING,VENTILATING AND AIR VOL VOLUME ROOFS AS REQUIRED TO ACCOMMODATE WORK AS CONDITIONING INDICATED IN THE ELECTRICAL CONTRACT 95%CD 10/09/23 p W WATT DOCUMENTS,UNLESS SPECIFICALLY SHOWN ON \b TRANSFER SWITCH IC INTERRUPTING CAPACITY W/ WITH ARCHITECTURAL DRAWINGS. BID SET 10/20/23 C IG ISOLATED GROUND WIG WIRE GUARD ELECTRICAL SHEET INDEX IMC INTERMEDIATE METAL CONDUIT WH WATER HEATER 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE XX.XKAICX FAULT CURRENT TAG EO.01 ELECTRICAL LEGEND AND NOTES INCAND CANDESCENT W/O WITHOUT SAFEKEEPING OF THEIR OWN PROPERTY ON THE JOB I IN R INFRARED WP WEATHERPROOF SITE.OWNER ASSUMES NO RESPONSIBILITY FOR EO.02 ELECTRICAL SCHEDULES&ONE-LINE IAN INTERLOCK WITH PROTECTION OF PROPERTIES AGAINST FIRE,THEFT IE1.00 OVERALL ELECTRICAL SITE PLAN XFMR TRANSFORMER AND ENVIRONMENTAL CONDITIONS. ELECTRICAL J-BOX JUNCTION BOX XFR TRANSFER FUSED SWITCH E1.01 PARTIAL ELECTRICAL SITE PLAN 4 22. CLEAN THE JOB SITE DAILY AND REMOVE FROM THE LEGEND AND VOLT ANGLE PREMISES ANY DIRT AND DEBRIS CAUSE BY THE KV KILO E1.02 PARTIAL ELECTRICAL SITE PLAN KVA KILOVOLT-AMPERE @ AT PERFORMANCE OF THE WORK INCLUDED IN THIS NOTES KVAR KILOVOLT-AMPERE REACTIVE ♦ DELTA CONTRACT.BEFORE SUBSTANTIAL COMPLETION, E1.03 PARTIAL ELECTRICAL SITE PLAN KW KILOWATT FEET CLEAN EQUIPMENT,FIXTURES,EXPOSED CONDUIT ( SINGLE POLE SINGLE THROW SWITCH E9.01 I ELECTRICAL DETAILS KWH KILOWATT HOUR INCHES AND SIMILAR ITEMS. O.O # NUMBER LOC LOCATE OR LOCATION 0 PHASE LT LIGHT C CENTER LINE FUSE LTG LIGHTING P PLATE - -LV _LOW VOLTAGE J I I fora I FLAG NOTES: 1430 NE 65th Street PROVIDE GROUNDING ELECTRODE SYSTEM PER NEC Seattle,WA 98115 S ttl,W 2-1732 15 250.50. for.I-d Fora Lardscape Ar<hl,e- I C. $yQ�aT I 1 sr3II��• ,� 7orrA1,� 1 ti LUMINAIRE SCHEDULE a PROJECT MANAGEMENT: CONSTRUCTION LIGHT SOURCE ELECTRICAL PRODUCT ROCKP-6878 MANAGEMENT LANDSCAPE ARCHITECTURE: TYPE DESCRIPTION LENSILOUVER MOUNTING LAMP LUMENS DOWN CCT CRI BALLAST/DRIVER VOLTAGE WATTS MANUFACTURER MODEL NOTE FORA LANDSCAPE ARCHITECTS (206)322-1732 ARCHITECTURE: Si SINGLE HEAD AREA LIGHT WITH 15'POLE -- POLE LED 9423 4000 K 80 LED DRIVER,0-10V 1%DIMMABLE 120 V 92 LUMENPULSE ALLEGRA MEDIUM:ALG7200-120-CSL-M110-40K-CRI 80-2-BK-DIM-P4-CS12 DYKEMAN ARCHITECTS (425)259-3161 S2 DOUBLE HEAD AREA LIGHT WITH 15'POLE -- POLE LED 18846 4000 K 80 LED DRIVER,0-10V 1%DIMMABLE 120 V 184 LUMENPULSE ALLEGRA MEDIUM:ALG7200-120-CSL-M110-40K-CRI 80-2-BK-DIM-P4-CS12 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426-2600 S3 CATENARY LIGHTING -- SUSPENDED LED 1033 4000 K 80 LED DRIVER,0-10V 1%DIMMABLE 120 V 15 RAGNI LAMPION:LAM-S-1-4-35-12-1-C-BLK-BLK ELECTRICnUPLUMBING: METRIX ENGINEERS R1 6"RECESSED DOWNLIGHT -- RECESSED LED 1100 4000 K 90 LED DRIVER,0-10V 1%DIMMABLE 120 V 13 CURRENT PRESCOLITE:LBSES-6RD-CS9-WH STRUCTURAL22 SEATTLE STRUCTURAL PS INC. W1 FLOOD LIGHT WITH MOTION SENSOR -- SURFACE LED 2730 5000 K 90 LED DRIVER 120 V 35.5 WAC WP-LED335-50-ABK-MS-120-GY PROVIDE WITH PHOTO AND MOTION SENSOR. (206)343-AK0 PANEL: 1 N2-1 EXISTING A' LOCATION: RESTROOM MANUFACTURER: VOLTAGE: 240/120V AIC RATING: 22K ' r BLDG 1..` SUPPLY FROM: UTILITY CAT.# PHASES: 1 MAINS TYPE: MAIN CIRCUIT BREAKER I MOUNTING: SURFACE WIRES: 3 MAINS RATING: 400A NEMA RATING: TYPE 1 NEUTRAL RATING: 100% n BUSSING: CU �. CCT CIRCUIT DESCRIPTION RATING POLES A(kVA) B(kVA) POLES RATING CIRCUIT DESCRIPTION CCT 1 REC:RESTROOM BLDG 20A 1 0.90 0.18 1 20A LTG:RESTROOM BLDG 2 3 RESTROOM BLDG EXHAUST FANS 20A 1 1.18 0.10 1 20A 4 _ 5 RESTROOM BLDG UNIT HEATERS 20A 1 1.18 0.20 1 20A 6 7 20A 1 0.72 0.47 1 20A LTG:PLAZA ATENA Y 8 Z N 9 20 A 1 0.72 1.13 1 20A LTG:SOUTH SITE POLES 10 N 11 20 A 2 1.25 0.55 1 20A LTG:NORTH SITE POLES 12 a) 13 - - - 1.25 0.00 2 100A FUTURE EV 14 15 20A 2 1.25 0.00 - . . 16 CT CABINET L Q 17 - - - 1.25 0.00 2 100A FUTURE EV 18 PANEL 19 20A 2 1.25 0.00 - - - 20 iN2-1 21 - - - 1.25 0.00 2 50A FUTURE EV 22 23 20A 2 1.25 0.00 - - - 24 400A MCB O 25 - - - 1.25 0.00 2 50 A FUTURE ELECTRIC BIKE CHARGER 26 I 12.6KAIC 240/120V O 0 27 20A 1 0.36 0.00 28 29 20A 1 1.08 0.00 1 20A SPARE 30 M 10,3W •L 33 20A 1 0.72 0.00 31 grc STAGE(NOTE 1) 20A 1 1.08 0.00 1 20A SPARE 34 I I0A SPARE 32 RR BLDG Q 0A SPARE 36 N 37 REC:PARK EQUIPMENT 20A 1 1.92 0.00 1.92 0.00 1 20A SPARE 38 L -1 z(,T-YP), w 39 IRRIGATION CONTROLLER 20A 1 0.20 0.00 1 20A SPARE 40 Z 41 RPBA HEATER 20A 1 1.00 0.00 1 20A SPARE 42 l a 43 SUMPPUMP 20A 1 1.00 0.00 1 20A SPARE 44 45 ART ELEMENT 20A 1 1.92 0.00 1 20A SPARE 46 L 47 IRRIGATION BOOSTER PUMP 20A 1 1.00 0.00 1 20A SPARE 48 00 49 SPARE 20A 1 0.00 0.00 1 20A SPARE 50 UTILITY PAD MOUNT XFMR O 51 SPARE 20A 1 0.00 0.00 2 30A SPD 52 BYSNOPUD 53 SPARE 20A 1 0.00 0.00 54 75 KVA #2 CU(TYP) p� TOTAL LOAD: 15.94 kVA 13.58 kVA 12.47K0240/120V 1 Ri,3W TOTALA MPS: 132.81 A 113.14 A -O LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS BUILDING STEEL(TYP) LIGHTING 125% 2.62 kVA 125% 3.28 kVA 3/4"x10'GROU W m RECEPTACLES W0kVA 100° 5.58 kVA 100% 5.58 kVA TOTAL CONN.IkVAI, 29.51 kVA _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GROUND LEVEL C_ RECEPTACLES 1>10KVA 50% 0.00 kVA 50% 0.00 kVA TOTAL EST.DEMAND(kVA I: 30.17 kVA O LARGEST MOTOR 0.00 kVA 125% 0.00 kVA TOTAL CONN.(A: 122.98 A a- MOTORS 4.35 kVA 100% 4.35 kVA TOTAL EST.DEMAND(A): 125.71 A O T KITCHEN EQUIPMENT 0.00 kVA 100% 0.00 kVA Y MISCELLANEOUS 16.96 kVA 100% 16.96 kVA O NOTES: SERVICE POINT V� ) E I 1.PROVIDE(2)DPDT TOGGLE SWITCHES IN STAGE CONTROLS EQUIPMENT CABINET.ROUTE CIRCUITS 27,29 AND 31,33 THROUGH EACH SWITCH. 2.PROVIDE(1)DPDT TOGGLE SWITCH IN PICNIC SHELTER CONTROLS EQUIPMENT CABINET.ROUTE CIRCUITS 7,9 THROUGH SWITCH. 3.PROVIDE SPRING-WOUND TIMER SWITCH IN PICNIC SHELTER CONTROLS EQUIPMENT CABINET FOR HEATER. 4"C,3#600KCMIL(CU) 4.PROVIDE(3)SPST TOGGLE SWITCHES IN STAGE CONTROLS EQUIPMENT CABINET.REFER TO SHEET E1.01 FOR ADDITIONAL INFORMATION. 5.PROVIDE(1)SPST TOGGLE SWITCH IN PICNIC SHELTER CONTROLS CABINET. DATE 9121123 DRAWN BCP CHECKED BCP REVISIONS: ELECTRICAL ONE-LINE DIAGRAM DIAGRAM PERMIT SET 9/28/23 E0.02 SCALE:NONE 95%CD 10/09/23 BID SET 10/20/23 � I ELECTRICAL SCHEDULES& ONE-LINE E0.02 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I GENERAL NOTES: 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL fora STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. 2. COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES. 3. PROVIDE RIGID STEEL SWEEPS FOR ALL UNDERGROUND CONDUITS. 1430 NE 65th Street Seattle,WA 98115 4. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING tf 206-322-1732 o CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. fora land Fora Lardscape Archlt=__ I C. oU I mix p.:,.vba ml ———————————————— m�1st� YE[n ux,ss u PROJECT MANAGEMENT: ROCK P-6878 ROJECT MANAGEMENT LANDSCAPE ARCHITECTURE: vv FORA LANDSCAPE ARCHITECTS (208)322-1732 ARCHITECTURE: O DVKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS xsu Rp (206)426-2600 1 xnu�x p i 1 E I G:METR ENGINEERS — E1.01 E1.02— — — — — — — — — — — E1.03— — — — — —— — STRUCTURAL: SEATTLE STRUCTURAL PS INC. tPD�AM (425)336-2822 ll _ — � (206)3633000 12-_ 24RR I R 2411 f I O 00 O L--1----J Do ❑ I ZN 6 j o lZ - --- � a 0 0 D 0————— — �——— _——— — — L u = ---------- ------ - All -- - s, Dn — UQ I — — — s ,fs s S o G S GA wi) Z W W W ap' W e,zroE:,z�or I u I 64Mv1 Z a p — $$� 5S $$ SS $$ $S— — —— — 778iH PL.N.E.np pn — —— — — � — — — w ® wp-b— urnsconclimcu[[)) % .3"� [arPl ,z , : wrm � ___—_ —Y — — szowr 7 rmfi�(vl — :v[ ,o — — � 1° _ c rrr sen I ' I imlciAel f�/wuvarm ® �® ®��) ®� 3❑oi O O u, [a�.,ze.w ,av 0 otm 1 p anrMa oKawwf ,z 1111 ,m ooxx uawiw W m w,uscuE eavrcp w ❑o 'ems`'°'n an oo'°,aoo C_ ��P[, (r�cul� �oP ,m[s �r�snµo-wmw.arnu�nxa-www,p I tpYf(M5)piMro a snm, Y SOP— O .1 w(U ed ��—OP stta' o P .. DATE 9121123 $ � v�xrcmp woswu ® mp cawuu>Fp DRAWN BCP CHECKED BCP }, REVISIONS: o Y PERMIT SET 9/28/23 BID SET 10/20/23 -------- ---------------------------------------------------------------- I I ❑ OVERALL ELECTRICAL SITE PLAN m OVERALL E1.00 SCALE:1" 30'-0• ELECTRICAL SITE PLAN E1 .00 I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I GENERAL NOTES: 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. fora 2. COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES. 3. PROVIDE RIGID STEEL SWEEPS FOR ALL UNDERGROUND CONDUITS. 1430 NE 65th Street Seattle,WA 98115 W W t. 206-322-1732 Z z 4. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING fora land = = CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. o V Fora Lardscape 13'x24"HANDHOLE F � 5. INSTALL NEW UNDERGROUND CONDUITS MINIMUM 18"DEEP,UNLESS grcahe.-„_. NOTED OTHERWISE.PROVIDE IDENTIFICATION TAPE 12"BELOW GRADE. 10 DEC TWIN 12 CON - 24 FIR CIVIL STRUCTURAL AND LANDSCAPING ELEMENTS ARCHITECTURAL, ----- — _— _ Q---------- -------- — ----------- -------------- —__----- ---_------ --_ COORDINATE ROUTING WITH EXIST 0 o STING UTILITIES AND RAL WEA --- w w — — — — Q — — — — — — — — — — — 6. SEE SHEET E0.02 FOR SCHEDULES. 20"1I BRK FLAG NOTES: I 20 ————— —————— — — BRK ____ 1� PROVIDE(2)VC TO HANDHOLE ADJACENT TO STAGE.PROVIDE(2)DPDT SWITCHES �1�3.� y� FOR RECEPTACLES AND(3)SPST SWITCHES FOR LIGHTING.REFER TO DETAIL PINE 1 Si �� 1/E9.01 FOR ADDITIONAL CONTROL CABINET DETAILS. Q PROVIDE ASTRONOMICAL TIME CLOCK FOR SITE POLE LIGHTS IN RESTROOM a BUILDING,ADJACENT TO ELECTRICAL PANEL.REFER TO DETAIL 3/E9.01 FOR POLE PROJECT MANAGEMENT: ——————— ____ _ TOE ——— BASE DETAILS. ROCK PROJECT MANAGEMENT ------ ------- ----- ------ — (425)572-6878 ECTURE INDSCAPE CT I I PROVIDE SPOTLIGHT TYPE LUMINAIRE MOUNTED ON POLE FOR FLAG POLE FORA LANDSCAPE ARCHITECTS LIGHTING. (206)322-1732 ARCHITECTURE: PROVIDE VIDEO SURVEILLANCE CAMERA,PATHWAY,AND CABLING TO VIDEO DYKEMAN ARCHITECTS U I I SURVEILLANCE HEAD END.COORDINATE FINAL PATHWAY AND LOCATION WITH FAR CIVI 2113111 L:(425) b WEST TECHNOLOGIES PRIOR TO INSTALLATION. JACOBSON CONSULTING ENGINEERS (206)426-2600 PROVIDE ASTRONOMICAL TIME CLOCK FOR CATENARY LIGHTING IN RESTROOM ELECTRICnUPLUM9lNc: BUILDING,ADJACENT TO ELECTRICAL PANEL. (4222 ERs (425)5)33fi-2 33-28IX GI I S3(TYP 2) STRUCTURAL: PROVIDE 1"C,2#12&1#12 EGC TO ART ELEMENT,CIRCUITED TO PANEL 1 Nz-1/45. SEATTLE STRUCTURAL Ps INC. I COORDINATE WITH LANDSCAPING FOR ADDITIONAL INFORMATION. (206)343-AK0 1N2-1/6c r-------- -. --------------W1 1N2-1/6c O �S3(TYP 2) F_- -- -= - - - I o ° W1 II O�� //// o ��� �(✓ I #lNN2-11O16b 1N2-1/6a 1N21 /6a RRoR1 1NN2-1/6a 1N2-1/6a2 /6 R7 R7 Z �ARTELEMENT 1N2-1/6b 1N2-1/6a 1N2-1/6a DO/ I R? G G D IRI RI 2 Q I 1N2-1/6 iN2-1/6a 1N2-1/6a 5 ON o Ro Rio f ART ELEMENTS ® I VC } ( ) �S3(TYP 2)FE I q I 2 1N2-1/6a 1N2-1/6a O C ' Ri Ri Ri I _J ` ap 1N21/6c---------- C1 ________ Z O 13"x24"HANDHOLE � M DD � m I 2 ENLARGED LIGHTING PLAN -STAGE 0 �, ® ® s S3(TYP 2) I E7.01 SCALE:1/8=1-0 06 I W -6 I t 47 ¢ -0 1' 0 O LL CIO o o LEI P�� ________yam_____________________________ I Y o _ I \\\\ \\ \� - --BRK--___----_----_---- -- BRK �� o ❑ wP9�P11I33 (A J �__ _ M. -- --y�Tl'P)2—I iN2-1/27 11`42-2 -------_------_ id31 _ 1N2-1/33e — — — — — _ — — ——— — — — — _ — — _ .G M,G DATE 9121123 TT TT� sss ss s ss ss s 1 1 1 0 1 S _ s Ss SS ss s ss s ss SS I DRAWN BQP I ASO P)J GAS GAS A GAS 1/131 CHECKED GAS——GAS—_tG ISBCPGAS GAS GAS GAS AS2 iN21/29d 1N2- TE G P WP,G®Wp"' REVISIONS: TOP PERMIT SET 9/28/23 (p W W W W W W W W W W 95%CD 10/09123 6»DI P) I mz-vz7d I ❑..I O ,11,1 N2-1/33e YY I BID SET 10/20/23 wP,c I ti O wP,c�III O I iN2-1129d WP,G®,G& PARTIAL 1N2-/3 e - - - - - - - - - - - - - - L j ELECTRICAL vc STAGE CONTROLS a SITE PLAN EQUIPMENT CABINET 1 (� PARTIAL ELECTRICAL SITE PLAN m FTI ENLARGED POWER PLAN -STAGE E1 .01 E1.01 SCALE:1"=10'-0" E1.01 SCALE:1/8"=1'-0" I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J ----- --- -- --------- - ---------- ---------�_---------- --------------------------__----__---- - - - - - - - - - - - - - - GENERAL NOTES: " e I 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL fora B " K STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. ——————— — 2 COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES.------------ COO CO S O CO C GS C S. \\ / / _ / S-t N, 65th Street — ————— ---------- -----�S1 �--------------- —� S1 � � 3. PROVIDE RIGID FOR ALL UNDERGROUND CONDUITS. Seattle,WA 98115 —————— — —— — \ 4. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING t'. 206-322-1732 E TOE �\ I CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. fora land ————_ ——————————————— —————————_————————————————— — 5. INSTALL NEW UNDERGROUND CONDUITS MINIMUM 18"DEEP,UNLESS Fora Landscape Ar«It=_ NOTED OTHERWISE.PROVIDE IDENTIFICATION TAPE 12"BELOW GRADE. t \ COORDINATE ROUTING WITH EXISTING UTILITIES AND ARCHITECTURAL, C A \ \ CIVIL,STRUCTURAL,AND LANDSCAPING ELEMENTS. Q,r'OF WA$y�+r� I \\ I \ 6. SEE SHEET E0.02 FOR SCHEDULES. I \ FLAG NOTES: PR VDE\\ 1 BUIOLDIING,ADJACENT TOELECCAL TIME ICAL PANEL.I REFER TO DETAIL 3 E9.1R OR POLE CLOCK FOR STE POLE LIGHTS IN RESTOOM 7A100364 BASE DETAILS. 4� PARCEL NO..31052100J02300 1..� \\ PROVIDE DIRECTIONAL BORING UNDERNEATH EXISTING ROADWAY.COORDINATE I \ WITH CIVIL FOR MORE INFORMATION.REFER TO DETAIL 2/E9.01 FOR DUCT BANK PROJECT MANAGEMENT : ADDRESS:17903T SMOKEY POINNT BLVD V DETAIL. G WNER:C Y OF ARCING ON ROCKP-6878 MANAGEMENT \ LANDSCAPE ARCHITECTURE \ FORA LANDSCAPE ARCHITECTS ARCHITECTURE: I \\ DVKEMAN ARCHITECTS I (425)258-3161 \\ I CIVIL: JACOBSON CONSULTING ENGINEERS \ (206)426-2600 ELECTRICAUPLUMBING: METRIX ENGINEERS (425)336-2822 STRUCTURAL: I I\\ SEATTLE STRUCTURAL PS INC. (206)343-AK0 Z,Z _IZ N < � I W W wl� IW I I I I I ~ I 2"C 00 -------------------------------- (3)1-1/2"C --------------- -- I � _ ---- --- — c � (DIELIO"PEOBSERVED(W):125.1101' Ld � � � .9'1 �: R -------- -- " 0a0BRK ------------- ac— I 13"x24"HANDHOLE 24"x24"HANDHOLE ----- '------ --------- --O --------- ---------- -- — — — — ------- > I S2 S2 1 1 1 m ss �s ss Tom ss ss ss ss ss s s l — cns cns STEEL G P cns c s— c s A DI H czs 2 STEEL '� O • 0a w w w DIP w w w w w w 6 1 W W w w w w O I � ' C 4 C�I `� �P DATE 9121123 J — _ — — — — — 1_7R TIHI —PI In\I — — — — DRAWN BCP I � I / V I I I L. I V.E. CHECKED BCP Q�r I O (A DEDICATED PUBLIC RIGHT OF WAY) REVISIONS: IBPS I � PERMIT SET 9/28/23 95%CD 10/09/23 SWALE BID SET 10/20/23 Ecd P) E I E----I— E- E cd P E E Ecd P PARTIAL 2"PE:130.23' r j j i IE 12"PE:1 9.97' DITCH --� — ELECTRICAL — — _ — PARTIAL SITE PLAN ---- I ELECTRICAL SITE PLAN _--------�-- I �___ Tcd CtV {�{ { .. {— E1 A2 SCALE:TOP —t--- ---- ------- ---------------- IE 12"CP:129,02' 33'DWY O 000000 6C E1 .02 O I /ctV(P) — — E� �P IE 12"cP:12a.o4' I SQL L — — — — - - -E - - - -TOP OF - - - - �,�� - - -- — ---------------------------------------------------------------------------------------------------------------------- - - - - - - - - GENERAL NOTES: a 1. CONDUIT ROUTING SHOWN IS DIAGRAMMATIC.COORDINATE WITH ALL fora STRUCTURAL,CIVIL,MECHANICAL,AND LANDSCAPING WORK. 2. COORDINATE WITH UTILITY COMPANIES FOR CONNECTING SERVICES. 11 3. PROVIDE RIGID STEEL SWEEPS FOR ALL UNDERGROUND CONDUITS. 1430 NE 65th Street Seattle,WA 98115 • 4. PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER AND LIGHTING fora I tl322-1732 CIRCUITS.SPLICE CONDUCTORS IN HANDHOLES. 5. INSTALL NEW UNDERGROUND CONDUITS MINIMUM 18"DEEP,UNLESS Fora Landscape 11 li I / NOTED OTHERWISE.PROVIDE IDENTIFICATION TAPE 12"BELOW GRADE. t COORDINATE ROUTING WITH EXISTING UTILITIES AND ARCHITECTURAL, IIyJ I // CIVIL,STRUCTURAL,AND LANDSCAPING ELEMENTS. A) 6. SEE SHEET EO.02 FOR SCHEDULES. i 70100364 ®� PHASEI PHASE24 ' • FLAG NOTES: '� I~3 a I / PROVIDE(1)DPDT SWITCH FOR RECEPTACLES,(1)DIGITAL TIMER PROJECT MANAGEMENT: / SWITCH FOR LIGHTING,AND(4)SPRING-WOUND TIMER SWITCHES FOR ROCK PROJECT MANAGEMENT / INFRARED HEATERS.REFER TO DETAIL 1/E9.01 FOR ADDITIONAL (425)572-6878 LANDSCAPE ARCHITECTURE: / CONTROL CABINET DETAILS. FORA LANDSCAPE ARCHITECTS (206)322-1732 >- PROVIDE ASTRONOMICAL TIME CLOCK FOR SITE POLE LIGHTS IN ARCHITECTURE: RESTROOM BUILDING,ADJACENT TO ELECTRICAL PANEL.REFER TO DVKEMAN ARCHITECTS (3)1"C DETAIL 3/E9.01 FOR POLE BASE DETAILS. (425)259-3161 CIVIL: / (206)JACOBSON 6-600 CONSULTING ENGINEERS ' - 3 PROVIDE DIRECTIONAL BORING UNDERNEATH EXISTING ROADWAY. COORDINATE WITH CIVIL FOR MORE INFORMATION. ELECTRIC X ENGINEERS M25)33 ENGINEERS PROVIDE VIDEO SURVEILLANCE CAMERA,PATHWAY,AND CABLING TO 1RUCTURAL: \\ I I 6-2822 S2/ STRUCTURAL: VIDEO SURVEILLANCE HEAD END.COORDINATE FINAL PATHWAY AND SEATTLE STRUCTURAL PS INC. \ / • LOCATION WITH FAR WEST TECHNOLOGIES PRIOR TO INSTALLATION. (206)343-3600 REFER TO DETAIL 2/E9.01 FOR DUCT BANK DETAIL. \ [EC> PROVIDE 1"C,2#12 8 1#12 EGC TO RPBA POWER,CIRCUITED TO PANEL � I 1N2-1/41.COORDINATE WITH CIVIL FORADDITIONAL INFORMATION. \\ PROVIDE 120V,20A GFCI RECEPTACLE,AND 1"C,2#12&1#12 EGC TO \\ METER VAUL LT SUMP PUMP,CIRCUITED TO PANEL 1 N2-1/43.COORDINATE WITH CIVIL FOR ADDITIONAL INFORMATION. z z PROVIDE 1"C,2#12&1#12 EGC TO IRRIGATION BOOSTER PUMP, ELECTRICAL PANEL CIRCUITED TO PANEL IN2-1/47.COORDINATE WITH LANDSCAPING FOR ( / VIDEO UTILITY METER ADDITIONAL INFORMATION. \ ( / (4)1 1/2"C HEAD END SURVEILLANCE\ L > &C7 CABINET PROVIDE 1"C,2#12&1#12 EGC TO IRRIGATION CONTROLLER,CIRCUITED 4 • TO PANEL 1N2-1/39.COORDINATE WITH LANDSCAPING FOR FINAL 13"X24"HANDHOLE BY COMCAST LOCATION PRIOR TO INSTALLATION. 7� r1 4 r R 10 SCOPE OF WORK TO OCCUR IN TWO PHASES:PHASE 1 AS NOTED TO THE ` N �2,�C J \ �� UTILITY TRANSFORMER AND VAULT L WEST OF THE HEAVY DASHED LINE,PHASE 2 AS NOTED TO THE EAST OF \\ ` 00 THE HEAVY DASHED LINE. D m — --30"z30"VALE �— \\ \ Q \ (z)1"C \ L.d 4C� \ S, �TT� > 1 Z 6 RR/ ss = L o -,- 1 IRRIGATION CONTROLLERa 9 ---� BRK 13"x24"HANDHOLE � 2 �".."HANDHOLE 2" (TVP) \ BY COMCAST od s2 sz AD TCH AG w A •w cn �\ cns I w cn w cns2STEELG P 2'STEEL�O — w—w w w 6DIWP 6DI m Y - — 55 SS u�$$ 55 SS 55 � S S — _Ps \� — � DATE 91211 23" w1,cN2-1/7a - - - - - - N2-1/4b DRAWN BCP R0%2-1I4b R0 1N2-1/9ai SSMpH RIM:129.70' 173TH PL. N.E.",-, CHECKED BCP IE U PE(E):1 23.70 (A 0E0IGAIED PUBLIC RIGHT OF WAY) ` 1/19,21 J 1N2-/4b iN-1/15,17 REVISIONS: SPEED LIMIT 25 CEILING: 5 3 2"C� \� �OjQ`v -1/4b PERMITSET 9/28/23 \� 95%CD 10/09/23 1N2-1/4b0 C)l N2-1/4b BID SET 10/20/23 SWALE Ecd(P) Ecd( _— Ecd P ��v -1/11,13 ®1N-1/23,21 E E E E E E E E E E E E E E _ DITCH _ _E€cd P € DITCH € E WPG 01N2-1If4b 01N2-1/4b __ __— _ _ _ _ _ _ _ — _ -- Rl PARTIAL i a L Tcd Ctv P — — \ _ - - - ------------------- ' LRD � ,N2,/9 ELECTRICAL Tcd Ctv� i _ _ _ Tcd Ctv P_ PICNIC --------------------------- SITE PLAN _,. _I _ ______ _ B SHELTER CONTROLS 6 CC 6 CC 6 CC 6 CC 32 DWy T\/ EQUIPMENT CABINET E1 .03 (E)COMCAST PE STAL CTVHH (� PARTIAL ELECTRICAL SITE PLAN m F ��"�P:127�ENLARGED ELECTRICAL PLAN -PICNIC SHELTERmELECTRICAL PLAN -PICNIC SHELTERm E1.03 SCALE:1"=10'-0" E1.03 SCALE:1/8"=1'A" — — — — — — — — — — — — — — ANGLE fora S4 t NE Street Seattle,WAA 98115 REMOVABLE PANEL COVER t. 206-322-1732 Ifora land I OAre hltLerdcaF e. I C. 20100364 I FRONT VIEW SIDE VIEW I a I PROJECT MANAGEMENT: LINE VOLTAGE FOR SWITCHES ROCK PROJECT MANAGEMENT FOR LIGHTS AND RECEPTACLES LANDSCAPE ARCHITECTURE: FORA LANDSCAPE ARCHITECTS (206)322.1 732 ARCHITECTURE: DYKEMAN ARCHITECTS (425)259-3161 CIVIL: JACOBSON CONSULTING ENGINEERS (206)426-2600 ELECTRICAUPLUMBING: SPRING-WOUND TIMERS FOR INFRARED MCTRIX ENGINEERS O HEATERS(ONLY AT PICNIC SHELTER) (425)336-2822 TYPICAL LIGHT AND POLES AS SPECIFIED STRUCTURAL: SEATTLE STRUCTURAL PS INC. (206)343-M00 SIZE CHART POLE HT. A B INSIDE VIEW 8'-12' 36" 12" ry L� 13'-20' 42" 16" 21'-30' 72" 24" NOTES: 31'-40' 78" 30" 1. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. 2. CABINET SHALL BE FLUSH MOUNTED AT STAGE,SURFACE MOUNTED AT PICNIC SHELTER. 3. SEE FLOOR PLANS FOR ACTUAL QUANTITIES OF SWITCHES. 4. SIZE CABINET FOR QUANTITY OF DEVICES. PROVIDE(1)POLE-MOUNTED DUPLEX GFCI RECEPTACLE IN LOCKABLE, WEATHERPROOF COVER,18"ABOVE /+ POLE BASE CANOPY. _ TYPICAL CONTROLS CABINET DETAIL POLE GROUND LUG.TERMINATE EQUIPMENT (V M E9.01 SCALE:NONE GROUNDING CONDUCTOR AND FIXTURE GROUND. 0 a) POLE BASE CANOPY TERMINATE CONDUITS AT BASE OF HAND HOLE L POLE MOUNTING PLATE O 5 G p I ANCHOR BOLTS,NUTS,AND LEVELING NUTS BY FINISHED GRADE FILL VOID BETWEEN POLE BASE I POLE MANUFACTURER.COORDINATE SIZE AND O AND POLE MOUNTING PLATE I SPACING WITH SUPPLIER. WITH GROUT.PROVIDE THREE I Q T UNDISTURBED EARTH WEEP HOLES 12"APART. I BEVEL 2"AT 45 DEGREES 17' BURIED IDENTIFICATION TAPE Z I I LAYERS BACKFILL-PLACE AND COMPACT IN 8" 6"HIGH BASE E v i p GRADE z SAND IIII I p IIII—III _ RREVERSIBEE CONNECTION AT POLE G1NG ELECTRODE CONDUCTOR IROUND LUG, O EXOTHERMIC WELD AT GROUND ROD.SEAL BELOW GRADE. 24"MIN =IIII-IIII p - � 6"(TYR) BASE WITH MATCHING GROUT TOod SACK EXPOSED PORTION OF 2-0 FILL MIN. IIII p p v III INSTALL ill"X 10'-0"COPPER GROUND ROD FILL VOIDS AND COVER FORM MARKS REINFORCING RODS 4#4 VERTICAL WITH [o 2"MINIMUM COVER TIES AT 16"O.C. 11,5p THROUGH DEPTH BOLTS BASE. C (A) v p INSTALL ANCHOR BOLTS AS 0 7.5"(TYP) COPPER EQUIPMENT GROUND CONDUCTOR RECOMMENDED BY POLE MANUFACTURER ATTACH TO INTERNAL LUG WELDED INTERIOR6"(TYP) OF POLE GROUNDED CONDUCTOR SHALL BE SAME SIZE AND TYPE AS SUPPLY CONDUCTOR p CONDUIT(S}REFER TO PLANS.FOR DIRECTQ BURIED CABLE APPLICATIONS PROVIDE 90°DOWN SWEEP WITH BUSHED ENDS AND SEALED. � )�J J p v p v DATE 9121123 NOTES: 1. CONDUIT SHALL HAVE A MINIMUM OF 36"OF COVER (g) CONCRETE POLE BASE DRAWN BCP 2. PROVIDE A MINIMUM OF 12"HORIZONTAL SEPARATION BETWEEN CONDUIT AND OTHER UTILITIES. CHECKED BCP 3. CONDUIT SHALL BE PVC SCHEDULE 40.REFER TO EO.02 AND E1.00 FOR SIZING. 4. COORDINATE WITH UTILITY COMPANIES FOR ALL REQUIREMENTS. REVISIONS: S. CONFORM TO ALL REQUIREMENTS INDICATED IN CIVIL DRAWINGS AND SPECIFICATIONS. DIAMETER OF POLE BASE SIZED AT 6. REFER TO SHEET E102 AND COMMUNICATION FLOOR PLANS FOR QUANTITY OF CONDUITS. THE DIAMETER OF POLE BASE PERMIT SET 9/28/23 7. COORDINATE ROUTING WITH PLUMBING AND STRUCTURAL ELEMENTS.ROUTE CONDUITS BELOW FOOTINGS OR CANOPY PLUS 2"ABOVE BEVEL. PROVIDE SLEEVES IN FOOTINGS PER STRUCTURAL DETAILS. 95%CD 10/09/23 BID SET 10/20/23 � I TYPICAL DUCT BANK DETAIL TYPICAL LIGHT POLE BASE DETAIL ELECTRICAL E9.01 SCALE:NONE E9.01 SCALE:NONE DETAILS � I E9.01 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J City of Arlington DIVISION 1 Smokey Point Community Park SECTION O1 57 13 Bid No: TEMPORARY EROSION AND SEDIMENT CONTROL PAGE 1 OF 8 PART1 GENERAL 1.1 SUMMARY A. Section includes,but is not limited to: 1. Install and maintain temporary erosion and sedimentation control facilities through project completion and site stabilization. 2. Review and coordinate SWPPP. 3. Manage DOE NPDES Permit. 4. Managing staging and stockpiling areas. 1.2 REFERENCES A. WSDOT - Standard Specifications for Road, Bridge and Municipal Construction, latest edition; Washington State Department of Transportation. Standard Plans,latest edition. B. 2019 Western Washington Stormwater Manual by Washington State Department of Ecology, as adopted by the City of Arlington Land Use Code Title 20. C. Subsurface Exploration, Geologic Hazard, and Geotechnical Engineering Evaluation prepared by Associated Earth Sciences Inc. for Rock Project Management Services, LLC, dated July 28, 2023. 1.03 SUBMITTALS A. Comply with Section 01 33 00. B. Submit the following: 1. Temporary sedimentation tanks(18,900 gallon capacity Baker Tank or equivalent) 2. Silt fence fabric product information. 3. Catch basin insert used for inlet protection product information. 4. Manufacturer's product cut sheet for geotextile fabric for stabilized construction access. PART 2 PRODUCTS 2.1 SILT FENCE A. Filter fabric material shall meet the following: 1. AOS(ASTM D4751)=50-100 sieve size(0.30-0.15 mm) 2. Water Permittivity(ASTM D4491)=0.02 sec-1 min. 3. Grab Strength(ASTM D4632)= 100 lbs min. Permit Set 01 57 13-1 September 28,2023 Temporary Erosion and Sediment Control City of Arlington DIVISION 1 Smokey Point Community Park SECTION 01 57 13 Bid No: TEMPORARY EROSION AND SEDIMENT CONTROL PAGE 2 OF 8 4. UV resistance(ASTM D4355)=70%min. B. Sand shall meet the requirements of Base sand per Section 3122 00. 2.2 INLET PROTECTION A. Provide catch basin inserts for inlet protection as shown on the drawings.Insert shall be appropriately sized for the structure in which it is installed per manufacturer's recommendation. 2.3 COMPOST BLANKET A. Compost shall meet the requirements in WAC 173-350-220 and WSDOT Section 9-14.5(8)for designation of composted material and shall be applied at a minimum of 3-inches thick. B. Compost blanket shall meet the landscape mulch requirements. 2.4 STABILIZED CONSTRUCTION ACCESS A. Quarry spalls per WSDOT Section 9-13.1(5). B. Geotechnical Fabric shall be Mirafi 50OX or approved equal. 2.5 TEMPORARY GRAVEL PAD A. Permeable Crushed Surfacing Base Course per Section 3122 00. B. Geotechnical Fabric shall be Mirafi 50OX or approved equal. 2.6 CHECK DAMS A. Rock for check dams shall be 2"-4"quarry spalls per WSDOT Section 9-13.1(5). 2.7 PLASTIC SHEETING A. In accordance with WSDOT Section 8-01.3(5)for 6 mil clear plastic covering. 2.8 SAND BAGS A. Provide 'h to 1 cubic foot capacity sand bags constructed of UV stabilized synthetic woven material of sufficient strength to support the weight of the bag capacity in mineral aggregate. 2.9 SUMP AND PUMP FACILITIES A. Sump shall be per plans. Permit Set 01 57 13-2 September 28,2023 Temporary Erosion and Sediment Control City of Arlington DIVISION 1 Smokey Point Community Park SECTION 01 57 13 Bid No: TEMPORARY EROSION AND SEDIMENT CONTROL PAGE 3 OF 8 B. Filter fabric shall be Mirafi 160N or approved equal. C. Sump pump shall be designed and sized by Contractor to manage construction stormwater routed to the sump. Contractor shall meet all requirements Section 3122 00 1.5 Dewatering. D. Gravel shall be washed rock per Section 3122 00. 2.10 STORM DRAIN PIPE A. Per Section 33 40 00. 2.11 STRAW OR SYNTHETIC WATTLES A. In accordance with WSDOT Section 9-14.6(5). PART 3 EXECUTION 3.1 GENERAL A. The implementation of the Temporary Erosion and Sediment Control(TESL)plans and the construction,maintenance,replacement and upgrading of these facilities is the responsibility of the Contractor until all construction is approved and the site is stabilized.All work shall be in accordance with the Department of Ecology Drainage Manual and the plans. The TESC facilities shown on the plans must be constructed in conjunction with all clearing and grading activities,and in such a manner as to insure that sediment laden water does not enter the drainage system or violate applicable water standards. B. The TESC facilities shown are the minimum requirements for anticipated site conditions.During the construction period,the erosion control facilities shall be upgraded(e.g.additional sumps, construction of ditches and silt fences,etc.)as needed. Contractor shall pay for all costs associated with the construction,maintenance,upgrading and removal of the erosion control system throughout project duration. C. The Contractor shall provide ground-cover measures,access roads,and staging areas to maintain a workable site.To the maximum extent possible the Contractor shall use the existing pavement or provide temporary gravel working pad for construction staging as indicated on the plans.Revisions to the plans shall be made as field conditions dictate.The contractor shall be prepared to implement and maintain the required measures to reduce the amount of exposed ground.The Contractor shall be responsible for and shall provide a site maintenance plan in the event storm water turbidity measurements are greater than the Ecology standards. D. All TESC measures for a given area to be graded or otherwise worked should be installed prior to any activity within that area.The contractor shall sequence construction within a given area to install sediment storage facilities and establish perimeter flow control prior to starting clearing and grading. E. During the wetter months of the year,or when large storm events are predicted during the summer months,each work area should be stabilized such that if showers occur the work area can receive the rainfall without excessive erosion or sediment transport.During the winter months,areas that are to be left un-worked for more than 2 days shall be mulched or covered with plastic.During the summer months minimum stabilization measures shall be limited to seal-rolling the subgrade.The Contractor Permit Set 0157 13-3 September 28,2023 Temporary Erosion and Sediment Control City of Arlington DIVISION 1 Smokey Point Community Park SECTION O1 57 13 Bid No: TEMPORARY EROSION AND SEDIMENT CONTROL PAGE 4 OF 8 shall create and maintain temporary storm water conveyance channels through work areas to route runoff to the approved treatment facilities. F. All disturbed areas shall be revegetated as soon as possible or covered with straw mulch treated with a tackifier if outside of the growing season. G. Soils that are to be reused around the site shall be stored in such a manner as to reduce erosion from the stockpile.Protective measures should include,but are not limited to,covering with plastic sheeting,the use of low stockpiles in flat areas,or the use of straw bales/silt fences around pile perimeters.During the period between October 1 st and March 31 st,these measures are required. H. Provide wheel cleaning measures to clean wheels and undercarriage of trucks before leaving site,as necessary to prevent dirt from being carried onto public roads.If roads are fouled,they must be cleaned immediately. I. Provide inlet protection in all existing catch basins in and adjacent to work area.Provide catch basin insert in all new catch basins and area drains immediately following installation,until site is stabilized. J. Keep streets and site drains open for drainage at all times.TESC facilities shall be inspected daily during periods of rain,otherwise inspected weekly. Clean streets thoroughly at the end of each day. Remove sediment with a method approved by the Owner's Representative or Contractor's CESCL, and transport sediment to an approved sediment disposal area. Street washing will be allowed only as a last resort,and after the above method has been completed. K. Clean out catch basin sumps prior to placement of catch basin inserts. Conform to manufacturer's recommendations regarding maximum allowable amount of sediment in catch basin insert.Remove sediment buildup or replace the catch basin insert. Clean out catch basins after completion of construction.Do not flush sediment-laden water into the downstream system with cleaning operation. L. Inspect and repair erosion control measures weekly at a minimum and daily if necessary. Contractor shall be aware of the weather forecasts and shall inspect before,during and after storms and prior to weekend and holidays.Contractor shall inspect the entire system to ensure proper operation. M. Refer to TESC notes in drawings for additional information. 3.2 NPDES PERMIT A. The School District has applied for and is in the process of securing the project NPDES Construction Stormwater General Permit from the Washington State Department of Ecology(DOE). The NPDES Construction Stormwater General Permit application and anticipated permit is in the School District's name. Upon awarding the construction to the contractor,a transfer of NPDES coverage from the School District to the Contractor's name will be required. B. The Contractor shall take responsibility for the SWPPP.The preliminary SWPPP,as submitted to the City of Arlington,as prepared by the design team,is available for reference.The Contractor shall have full responsibility for modifying and updating SWPPP as necessary to address the Contractor's means and methods as well as to address site specific conditions that are noted during the Contractor's inspections.All work associated with the compliance for NPDES Permit and SWPPP shall be considered part of the base contract. The Contractor shall provide the required certified personnel to execute the work.The Contractor shall be responsible to provide the required source control measures,Best Management Practices and stormwater treatment measures such that the stormwater discharge from the site complies with NPDES Construction Stormwater Permit requirements.The Permit Set 01 57 13-4 September 28,2023 Temporary Erosion and Sediment Control City of Arlington DIVISION 1 Smokey Point Community Park SECTION 01 57 13 Bid No: TEMPORARY EROSION AND SEDIMENT CONTROL PAGE 5 OF 8 minimum source control measures are identified within the project plans.Best Management Practices and stormwater protection measures are described on the contract documents.The NPDES Construction Stormwater General Permit requirements are the same requirements that will be in included in DOE's pending NPDES General Permit to the Contractor.The Contractor's responsibilities include,but are not limited to: 1. Execution of Plan and Specification required source control,BMP and stormwater treatment measures. 2. Coordinating,conducting,and submitting the required City inspections,monitoring,testing and recording. 3. Coordinating,conducting,and submitting the required DOE inspections,monitoring,testing and recording. 4. Performing maintenance work to keep the required erosion control measures operational and functional. C. Upon completion of the project,the Contractor shall prepare and submit Notice of Termination documentation to DOE to formally close the project. D. All documents and information are available from the Washington State Department of Ecology website:http://www.ecy.wa.gov/programs/wq/stormwater/construction/#application 3.3 TURBIDITY MONITORING A. On-site erosion control inspections and turbidity monitoring shall be performed in accordance with DOE requirements.TESC monitoring report and review of the checklists shall be part of the weekly construction team meetings.Temporary and permanent erosion control and drainage measures shall be adjusted and maintained as necessary. B. The Contractor shall be responsible for meeting the turbidity requirements per the NPDES Permit.A Turbidity Monitoring Plan shall be the responsibility of the Contractor to prepare and maintain. Additional measures may be required to achieve discharge requirements of less than 25 NTU.These measures shall be at no additional expense to the City of Arlington. C. The contractor will implement a turbidity monitoring program in compliance with the NPDES Permit. A qualified Certified Erosion&Sediment Control Lead(CESCL),retained by the contractor,shall perform the turbidity measuring using an approved turbidity monitoring device.The person providing the turbidity monitoring shall be familiar with the monitoring equipment,and the regulations and requirements associated with the turbidity monitoring program.The Contractor shall be responsible for coordinating the monitoring plan with their CESCL and to aide them in the testing as necessary. The CESCL shall record the monitoring results on the Turbidity Monitoring Data Sheet and shall provide a copy of the record to the Owner's Representative and the Contractor.The Contractor shall have these results posted immediately after tests are performed and shall provide them to the City of Arlington as necessary. The CESCL will provide monthly summaries(Discharge Monitoring Report) to the Contractor for signature and the Contractor is responsible for submitting the summaries to DOE and shall report any monitored turbidity exceeding 250 NTU to DOE within 24 hours including corrective actions that have been taken. D. If during construction,the monitoring reports show that the turbidity threshold of less than 25 NTU has been exceeded,the Contractor shall take immediate corrective action to bring the threshold within Permit Set 01 57 13-5 September 28,2023 Temporary Erosion and Sediment Control City of Arlington DIVISION 1 Smokey Point Community Park SECTION 01 57 13 Bid No: TEMPORARY EROSION AND SEDIMENT CONTROL PAGE 6 OF 8 compliance.The Contractor shall pay for all additional testing required beyond the weekly testing to bring determine if the site is in compliance. 3.4 PH MONITORING A. On-site erosion control inspections and pH monitoring shall be performed in accordance with DOE requirements.pH monitoring report shall be part of the weekly construction team meetings. Temporary and permanent erosion control and drainage measures shall be adjusted and maintained as necessary. B. The Contractor shall be responsible for meeting the pH requirements per the NPDES Permit Requirements.A pH monitoring Plan shall be the responsibility of the Contractor to prepare and maintain.Additional measures may be required to achieve pH discharge requirements of between 6.5 and 8.0. These measures shall be at no additional expense to the City of Arlington. C. Sampling and monitoring for pH will occur for the duration of the work with special attention during demolition of concrete work or concrete structures until it is removed from the site,during and following the use of any cement treatment for soil stabilization until covered,as well as,in the stage of construction when concrete pouring will be conducted until fully cured(3 weeks from pour). Samples will be collected weekly at the sedimentation ponds and/or temporary settling tanks used for sediment settling prior to discharge of stormwater. Samples will be analyzed for pH using a calibrated pH meter and recorded in the site log book. D. The key benchmark pH value for stormwater is a maximum of 8.0.If a pH greater than 8.0 is measured in the sedimentation pond or detention vault used for sediment settling,the following steps will be conducted: 1. Assess whether additional BMPs should be implemented and whether associated revisions to the SWPPP are necessary. 2. Stop(detain)all discharges from leaving the site and entering surface waters or storm drains if the pH is greater than 8.5. 3. Collect sample from sedimentation pond and/or temporary tanks used for settling the following day,and if the pH exceeds 8.0 for the second consecutive day,implement CO2 sparging treatment. 4. Sample and measure pH daily until there are 3 consecutive pH measurements less than 8.0. 5. If there are 3 consecutive pH measurements greater than 8.0,notify Ecology by phone within 24 hours of the 3rd measurement exceeding a pH of 8.0(contact the Northwest Regional Office at 425-649-7000)and initiate discussions with Ecology regarding additional treatment BMPs. 6. Describe inspection results and remedial actions that are taken in the site log book and in monthly discharge monitoring reports. E. If during construction,the monitoring reports show that the PH threshold of greater than 8.0 has been exceeded,the Contractor shall take immediate corrective action to bring the threshold within compliance.The Contractor shall pay for all additional testing required beyond the weekly testing to bring determine if the site is in compliance. Permit Set 01 57 13-6 September 28,2023 Temporary Erosion and Sediment Control City of Arlington DIVISION 1 Smokey Point Community Park SECTION 01 57 13 Bid No: TEMPORARY EROSION AND SEDIMENT CONTROL PAGE 7 OF 8 3.5 DRAINAGE COLLECTION AND CONVEYANCE A. Surface runoff and discharge shall be controlled at all times during and following development. Additional measures to control runoff may be required,which shall be at no additional expense to the City of Arlington. Under no circumstances shall the contractor allow concentrated discharges over slopes. B. The plan locations of temporary interceptor swales are schematic.Field adjust,move,and reconstruct as necessary during construction to maintain drainage to sediment facilities and to allow construction of improvements to proceed.Provide rock check dams per the drawings. C. Provide additional culverts beyond those indicated on plans as required to maintain unobstructed conveyance of surface flows to sediment traps and sediment storage facilities throughout grading operations. D. Additional collection structures shall be installed as necessitated by land clearing activities to ensure that sediment laden water does not enter the natural or public drainage system. E. Storm drains shall be installed in accordance with Section 33 40 00. 3.6 PHASED CLEARING AND STRIPPING A. Phased clearing,grubbing and stripping of the site shall be utilized to minimize disturbance to soil and minimize erosion potential. 3.7 REINFORCED SILT FENCE A. Field adjust silt fence locations to perimeter of clearing and stripping and as necessary to prevent sediment laden water from being transported off site.Locations indicated on drawing are schematic. 3.8 STABILIZED CONSTRUCTION ACCESS A. Install as shown on the plans.The access(es)shall be installed at the beginning of construction and maintained to meet applicable standards for the duration of the project.Additional measures may be required to ensure that all paved areas are kept clean for the duration of the project. B. Install stabilizing geotextile,Mirafi 500x or equal,with a minimum 12"overlap at each joint.Extend geotextile 24"beyond limits of construction access. C. Place quarry spall material to a minimum compacted depth of 12 inches. 3.9 PLASTIC SHEETING A. Overlap joints minimum of 24".Overlap joints in the direction of drainage and to prevent water from draining onto material being protected. B. Secure plastic sheeting as necessary to prevent movement and damage. C. Provide sandbags at 2.5 foot spacing and tie sandbags together with rope on slopes greater than 3:1. Permit Set 01 57 13-7 September 28,2023 Temporary Erosion and Sediment Control City of Arlington DIVISION 1 Smokey Point Community Park SECTION 01 57 13 Bid No: TEMPORARY EROSION AND SEDIMENT CONTROL PAGE 8 OF 8 3.10 STOCKPILING A. Stockpiling shall be per plans and in accordance with Section 31 14 00. 3.11 PROTECTION OF STOCKPILES A. Protect stockpile areas from stormwater run-on from upstream areas and from release of sediment downstream. Cover stockpiles at all times while not in use to keep stored material dry. Surround materials stockpiled on pavement by two rows compost filter sock or triangular silt dike with joints staggered. 3.12 COMPOST BLANKET A. Install compost blankets per WSDOT Section 8-01.3(4). B. Contractor shall maintain the thickness during the entire period of use. C. If compost blankets are placed at the required thickness per Landscape and tilled into the existing soil they may be used as amended soils for permanent landscape. D. Compost blankets may be installed on slopes up to 2H:IV. E. Compost blanket shall be maintained such that no stormwater can run under the blanket. F. Compost blankets may not be in areas of concentrated flows such as channels,ditches or dikes. G. Areas that show signs of erosion shall be re-mulched.If erosion is drainage related,the drainage shall be mitigated prior to the area being re-mulched. 3.13 REMOVAL A. Remove stabilized construction access as quickly as possible following the conclusion of transport of bulk materials and demobilization of heavy equipment,with prior approval of the Owner's Representative. B. Remove temporary silt fences at the direction of the Owner's Representative,but in no case prior to establishment of the Contract as Substantially Complete.The Owner reserves the right to take ownership and control of temporary siltation control facilities following thorough maintenance by the Contractor and immediately prior to acceptance of the Contract as Physically Complete. C. Complete site restoration as directed by the Owner's Representative as part of removal operation. END OF TEMPORARY EROSION AND SEDIMENT CONTROL SECTION Permit Set 01 57 13-8 September 28,2023 Temporary Erosion and Sediment Control City of Arlington DIVISION 4 Smokey Point Community Park SECTION 04 7300 Bid No: Manufactured Masonry Veneer PAGE 1 OF 4 04 7300-MANUFACTURED MASONRY VENEER PART 1 -GENERAL 1.01 SUMMARY A. Section Includes:Portland cement based manufactured stone veneer and trim. B. Related Sections: 1. 06 1600-Wall Sheathing. 2. 07 9200—Joint Sealants. 3. 09 24 00—Portland Cement Plastering. 1.02 REFERENCES A. American National Standards Institute(ANSI): 1. ANSI Al 18.4 Specifications for Latex-Portland Cement Mortar. B. American Society for Testing and Materials(ASTM): 1. ASTM C 39—Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. 2. ASTM C 67—Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile. 3. ASTM C 144 — Standard Specification for Aggregate for Masonry Mortar. 4. ASTM C 177—Standard Test Method for Steady-State Head Flux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus. 5. ASTM C 207—Standard Specification for Hydrated Lime for Masonry Purposes. 6. ASTM C 270 — Standard Specification for Mortar for Unit Masonry. 7. ASTM C 482—Standard Test Method for Bond Strength of Ceramic Tile to Portland Cement. 8. ASTM C 567—Standard Test Method for Determining Density of Structural Lightweight Concrete. 9. ASTM C 847—Standard Specification for Metal Lath. 10. ASTM C 932—Standard Specification for Surface-Applied Bonding Compounds for Exterior Plastering. 11. ASTM C 979—Standard Specification for Pigments for Integrally Colored Concrete. 12. ASTM C 1032—Standard Specification for Woven Wire Plaster Base. 13. ASTM C 1059—Standard Specification for Latex Agents for Bonding Fresh To Hardened Concrete. 14. ASTM D 226— Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing. 15. ASTM C1063—Standard Specification for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement-Based Plaster 16. ASTM C1329 Standard specification for Portland cement 17. ASTM C578—Standard Specification for Rigid,Cellular Polystyrene Thermal Insulation 18. ASTM C1289—Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board 19. ASTM E2556/E2556M—Standard Specification for Vapor Permeable Flexible Sheet Water- Resistive Barriers Intended for Mechanical Attachment C. Other Standards: 1. UBC Standard No. 14-1,Kraft Waterproof Building Paper 2. ICC AC38 Acceptance Criteria for Water Resistive Barriers Permit Set 04 7300-1 September 28,2023 Manufactured Masonry Veneer City of Arlington DIVISION 4 Smokey Point Community Park SECTION 04 7300 Bid No: Manufactured Masonry Veneer PAGE 2 OF 4 3. UU-B-790 Building Paper,Vegetable Based,Kraft,waterproofed,water repellent and fireproof D. Underwriter's Laboratory(UL):Building Materials Directory. 1.03 SUBMITTALS A. Reference Section 0133 00—Submittal Procedures; submit following items: 1. Product Data. 2. Samples: a. Standard sample board consisting of small-scale pieces of veneer units showing full range of textures and colors. b. Full range of mortar colors. 3. Verification Samples:Following initial sample selection submit"laid-up"sample board using the selected stone and mortar materials and showing the full range of colors expected in the finished Work;minimum sample size: 3 by 3 feet(1 by 1 m). 4. Quality Assurance/Control Submittals: a. Qualifications: 1) Proof of manufacturer qualifications. 2) Proof of installer qualifications. b. Regulatory Requirements:Evaluation reports. C. Veneer manufacturer's installation instructions. d. Installation instructions for other materials. B. Closeout Submittals:Reference Section 0178 00—Closeout Submittals; submit following items: 1. Maintenance Instructions. 2. Special Warranties. 1.04 QUALITY ASSURANCE A. Qualifications: 1. Manufacturer Qualifications:Eldorado Stone,LLC. 2. Installer Qualifications:Experienced mason familiar with installation procedures and related local,state and federal codes masonry. B. Certifications: 1. ICC Evaluation Service—Evaluation Report ESR-1215. 2. ICC ESR-1215,Florida Building Code Supplement 3. ASTM C1670 C. Field Sample: 1. Prepare 4 foot by 4 foot sample at a location on the structure as selected by the Architect.Use approved selection sample materials and colors. 2. Obtain Architect's approval. 3. Protect and retain sample as a basis for approval of completed manufactured stone work. Approved sample may be incorporated into completed work. 1.05 DELIVERY, STORAGE,AND HANDLING A. Reference Section 0166 00—Product Storage and Handling Requirements. B. Follow manufacturer's instructions. 1.06 PROJECT/SITE CONDITIONS Permit Set 04 7300-2 September 28,2023 Manufactured Masonry Veneer City of Arlington DIVISION 4 Smokey Point Community Park SECTION 04 7300 Bid No: Manufactured Masonry Veneer PAGE 3 OF 4 A. Environmental Requirements:When air temperature is 40 degrees F(4.5 degrees C)or below,consult local building code for Cold-Weather Construction requirements. 1.07 WARRANTY A. Special Warranty:Manufacturer's standard warranty coverage against defects in materials when installed in accordance with manufacturer's installation instructions. PART2-PRODUCTS 2.01 MANUFACTURER A. Basis of Desing: Eldorado Stone,LLC Tel: (800)925-1491 1370 Grand Ave.,Bldg.B Fax: (760)736-3840 San Marcos,CA 92069 E-Mail: customerservice@westlake.net Website: www.eldoradostone.com B. Product: Country Rubble"Cognac" C. Substitutions: 2.02 MATERIALS A. Stone Veneer: 1. Profile: "Country Rubble"Include matching corner pieces. 2. Style"Cognac" B. Veneer Unit properties:Precast veneer units consisting of portland cement,lightweight aggregates,and mineral oxide pigments. 1. Compressive Strength:ASTM C 192 and ASTM C 39,5 sample average: greater than 1,800 psi (12AMPa). 2. Shear Bond:ASTM C 482: 50 psi(345kPa),minimum. 3. Freeze-Thaw Test:ASTM C 67:Less than 3 percent weight loss and no disintegration. 4. Thermal Resistance:ASTM C 177: 0.473 at 1.387 inches thick 5. Weight per square foot:2012 IBC and 2012 IRC,ASTM C1670, 15 pounds,saturated. C. Reinforcing: [ASTM C 847,2.5lb/yd2(1.4kg/m2)galvanized expanded metal lath] [ASTM C 847,3.41b (1.8 kg/mZ)galvanized 3/8"rib lath] [ASTM C 1032, 17 gauge(1.3 mm)woven wire mesh] complying with code agency requirements for the type of substrate over which stone veneer is installed. D. Mortar: 1. Cement: Portland cement complying with ASTM C 1329. 2. Lime:ASTM C 207. 3. Sand:ASTM C 144,natural or manufactured sand. 4. Color Pigment:ASTM C 979,mineral oxide pigments. 5. Water: Potable. 6. Pre-Packaged Latex-Portland Cement Mortar:ANSI Al 18.4. E. Bonding Agent:Exterior integral bonding agent meeting [ASTM C 932] [ASTM C 1059 Type 11] F. Water Repellent:Water based silane or siloxane masonry water repellent 2.03 MORTAR MIXES Permit Set 04 7300-3 September 28,2023 Manufactured Masonry Veneer City of Arlington DIVISION 4 Smokey Point Community Park SECTION 04 7300 Bid No: Manufactured Masonry Veneer PAGE 4 OF 4 A. Standard Installation(Grouted Joints): 1. Mix mortar in accordance with ASTM C 270, 2. Polymer modified mortar complying with ANSI A118.4 a. Add color pigment in grout joint mortar in accordance with pigment manufacturer's instructions not to exceed 10%by weight of cement. PART 3 -EXECUTION 3.01 EXAMINATION A. Examine substrates upon which work will be installed. B. Coordinate with responsible entity to perform corrective work on unsatisfactory substrates. C. Commencement of work by installer is acceptance of substrate. 3.02 PREPARATION A. Protection: Protect adjacent work from contact with mortar. B. Surface Preparation:Prepare substrate in accordance with manufacturer's installation instructions for the type of substrate being covered. 3.03 INSTALLATION A. Install and clean stone in accordance with manufacturer's installation instructions for Standard Installation Grouted Joint installation as specified above. B. Apply repellent in accordance with repellent manufacturer's application instructions. 3.04 CLEANING A. Reference Section 0174 00—Cleaning and Waste Management. B. Remove protective coverings from adjacent work. C. Cleaning Veneer Units: 1. Wash with soft bristle brush and water/granulated detergent solution 2. Rinse immediately with clean water D. Removing Effloresence: 1. Allow veneer to dry thoroughly 2. Scrub with soft bristle brush and clean water 3. Rinse immediately with clean water; allow to dry 4. If efflorescence is still visible, contact ES Customer Service for assistance END OF MANUFACURED MASONRY VENEER SECTION 04 7300 Permit Set 04 7300-4 September 28,2023 Manufactured Masonry Veneer City of Arlington DIVISION 6 Smokey Point Community Park SECTION 06 1000 Bid No: ROUGH CARPENTRY PAGE 1 OF 7 06 1000—ROUGH CARPENTRY PART 1 GENERAL 1.1 SUMMARY A. This section includes the following: 1. Framing with dimension lumber. 2. Wood blocking,cants and nailers. 3. Plywood backing panels B. Related Sections include the following: 1. Division 06 Section"Sheathing." C. Related Documents 1. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 2. Refer to Structural General Notes 1.2 DEFINTIONS A. Exposed Framing: Framing not concealed by other construction. B. Dimension Lumber: Lumber of 2 inches nominal or greater but less than 5 inches nominal in least dimension. C. Timber: Lumber of 5 inches nominal or greater in least dimension. D. Lumber grading agencies,and the abbreviations used to reference them,include the following: 1. WCLIB: West Coast Lumber Inspection Bureau. 2. WWPA: Western Wood Products Association. 1.3 SUBMITTALS A. Product Data: For each type of process and factory-fabricated product. Indicate component materials and dimensions and include construction and application details. 1. Include data for wood-preservative treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Indicate type of preservative used and net amount of preservative retained. B. Material Certificates: For dimension lumber specified to comply with minimum allowable unit stresses. Indicate species and grade selected for each use and design values approved by the ALSC Board of Review. Permit Set 06 1000-1 September 28,2023 Rough Carpcntry City of Arlington DIVISION 6 Smokey Point Community Park SECTION 06 1000 Bid No: ROUGH CARPENTRY PAGE 2 OF 7 1.4 QUALITY ASSURANCE A. Source Limitations for Engineered Wood Products: Obtain each type of engineered wood product through one source from a single manufacturer. 1.5 DELIVERY,STORAGE,AND HANDLING A. Stack lumber flat with spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings. PART2-PRODUCTS 2.1 WOOD PRODUCTS,GENERAL A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. 1. Factory mark each piece of lumber with grade stamp of grading agency. 2. For exposed lumber indicated to receive a stained or natural finish,mark grade stamp on end or back of each piece. 3. Where nominal sizes are indicated,provide actual sizes required by DOC PS 20 for moisture content specified. Where actual sizes are indicated,they are minimum dressed sizes for dry lumber. 4. Provide dressed lumber, S4S,unless otherwise indicated. B. Engineered Wood Products: Provide engineered wood products acceptable to authorities having jurisdiction and for which current model code research or evaluation reports exist that show compliance with building code in effect for Project. 1. Allowable Design Stresses: Provide engineered wood products with allowable design stresses,as published by manufacturer,that meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. 2.2 WOOD-PRESERVATIVE-TREATED LUMBER A. Preservative Treatment by Pressure Process:AWPA C2. 1. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium. 2. For exposed items indicated to receive a stained or natural finish,use chemical formulations that do not require incising,contain colorants,bleed through,or otherwise adversely affect finishes. B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or does not comply with requirements for untreated material. C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. Permit Set 06 1000-2 September 28,2023 Rough Carpcntry City of Arlington DIVISION 6 Smokey Point Community Park SECTION 06 1000 Bid No: ROUGH CARPENTRY PAGE 3 OF 7 D. Application: Treat items indicated on Drawings,and the following: 1. Wood cants,nailers,curbs,equipment support bases,blocking, stripping,and similar members in connection with roofing,flashing,vapor barriers,and waterproofing. 2. Wood sills,sleepers,blocking,furring,stripping,and similar concealed members in contact with masonry or concrete. 3. Wood framing and furring attached directly to the interior of below-grade exterior masonry or concrete walls. 4. Wood floor plates that are installed over concrete slabs-on-grade. 2.3 DIMENSION LUMBER FRAMING A. Maximum Moisture Content: 15 percent for 2-inch nominal thickness or less, 19 percent for more than 2- inch nominal thickness. B. Ceiling Joists(Non-Load-Bearing): Construction or No.2 grade and the following species: 1. Douglas fir;WCLIB or WWPA. C. Joists,Rafters,and Other Framing Not Listed Above: No. 1 grade and any of the following species: 1. Douglas fir-larch;WCLIB or WWPA. 2.4 MISCELLANEOUS LUMBER A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: 1. Blocking. 2. Nailers. 3. Cants. 4. Furring. 5. Grounds. B. For items of dimension lumber size,provide Construction or No. 2 grade lumber with 15 percent maximum moisture content and the following species: 1. Douglas fir;WCLIB,or WWPA. C. For blocking not used for attachment of other construction,Utility,Stud,or No.3 grade lumber of any species may be used provided that it is cut and selected to eliminate defects that will interfere with its attachment and purpose. D. For blocking and nailers used for attachment of other construction, select and cut lumber to eliminate knots and other defects that will interfere with attachment of other work. E. For furring strips for installing plywood or hardboard paneling, select boards with no knots capable of producing bent-over nails and damage to paneling. Permit Set 06 1000-3 September 28,2023 Rough Carpentry City of Arlington DIVISION 6 Smokey Point Community Park SECTION 06 1000 Bid No: ROUGH CARPENTRY PAGE 4 OF 7 2.5 SHEATHING A. Plywood Wall Sheathing: Shall conform to requirements of DOC PS-1 or PS-2 and shall bear the APA grade mark. 1. Span Rating: As indicated on Structural Drawings. 2. Nominal Thickness: Not less than 1/2-inch unless noted otherwise on the Drawings. 2.6 PLYWOOD BACKING PANELS A. Telephone and Electrical Equipment Backing Panels: DOC PS 1, Exposure 1, C-D Plugged, fire-retardant treated,in thickness indicated or,if not indicated,not less than 1/2-inch nominal thickness. 2.7 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture. 1. Where rough carpentry is exposed to weather,in ground contact,pressure-preservative treated,or in area of high relative humidity,provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M. B. Nails,Brads,and Staples: ASTM F 1667. C. Power-Driven Fasteners: NES NER-272. D. Wood Screws: ASME B 18.6.1. E. Lag Bolts: ASME B18.2.1 (ASME BI8.2.3.8M). F. Bolts: Steel bolts complying with ASTM A 307,Grade A(ASTM F 568M,Property Class 4.6);with ASTM A 563 (ASTM A 563M)hex nuts and,where indicated,flat washers. G. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with capability to sustain, without failure,a load equal to 6 times the load imposed when installed in unit masonry assemblies and equal to 4 times the load imposed when installed in concrete as determined by testing per ASTM E 488 conducted by a qualified independent testing and inspecting agency. 1. Material: Carbon-steel components,zinc plated to comply with ASTM B 633,Class Fe/Zn 5. 2.8 METAL FRAMING ANCHORS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include,but are not limited to,the following: 1. Alpine Engineered Products,Inc. 2. Simpson Strong-Tie Co.,Inc. 3. Or as indicated on structural drawings B. Galvanized Steel Sheet: Hot-dip,zinc-coated steel sheet complying with ASTM A 653/A 653M,G60(Z180) coating designation. Permit Set 06 1000-4 September 28,2023 Rough Carpcntry City of Arlington DIVISION 6 Smokey Point Community Park SECTION 06 1000 Bid No: ROUGH CARPENTRY PAGE 5 OF 7 C. Joist Hangers: U-shaped joist hangers with 2-inch long seat and 1-1/4-inch wide nailing flanges at least 85 percent of joist depth. 1. Thickness: 0.050 inch. 2. Or as indicated on structural drawings D. I-Joist Hangers: U-shaped joist hangers with 2-inch long seat and 1-1/4-inch wide nailing flanges full depth of joist. Nailing flanges provide lateral support at joist top chord. 1. Or as indicated on structural drawings 2.9 MISCELLANEOUS MATERIALS A. Adhesives for Gluing Furring and Sleepers to Concrete or Masonry: Formulation complying with ASTM D 3498 that is approved for use indicated by adhesive manufacturer. 1. Use adhesives that have a VOC content of 70 g/L or less when calculated according to 40 CFR 59, Subpart D(EPA Method 24). B. Water-Repellent Preservative: NWWDA-tested and -accepted formulation containing 3-iodo-2-propynyl butyl carbamate,combined with an insecticide containing chloropyrifos as its active ingredient. PART 3-EXECUTION 3.1 INSTALLATION,GENERAL A. Set rough carpentry to required levels and lines,with members plumb,true to line,cut,and fitted. Fit rough carpentry to other construction;scribe and cope as needed for accurate fit. Locate furring,nailers,blocking, grounds,and similar supports to comply with requirements for attaching other construction. B. Framing Standard: Comply with AF&PA's "Details for Conventional Wood Frame Construction," unless otherwise indicated. C. Framing with Engineered Wood Products: Install engineered wood products to comply with manufacturer's written instructions. D. Metal Framing Anchors: Install metal framing to comply with manufacturer's written instructions. E. Do not splice structural members between supports,unless otherwise indicated. F. Provide blocking and framing as indicated and as required to support facing materials, fixtures, specialty items,and trim. 1. Provide metal clips for fastening gypsum board or lath at corners and intersections where framing or blocking does not provide a surface for fastening edges of panels. Space clips not more than 16 inches O.C. G. Provide fire blocking in furred spaces, stud spaces,and other concealed cavities as indicated and as follows: 1. Fire block concealed spaces of wood-framed walls and partitions,at ceiling line of roof,and at not more than 96 inches o.c. Where fire blocking is not inherent in framing system used,provide closely fitted solid wood blocks of same width as framing members and 2-inch nominal thickness. Permit Set 06 1000-5 September 28,2023 Rough Carpcntry City of Arlington DIVISION 6 Smokey Point Community Park SECTION 06 1000 Bid No: ROUGH CARPENTRY PAGE 6 OF 7 2. Fire block concealed spaces behind combustible cornices and exterior trim at not more than 20 feet o.c. H. Sort and select lumber so that natural characteristics will not interfere with installation or with fastening other materials to lumber. Do not use materials with defects that interfere with function of member or pieces that are too small to use with minimum number of joints or optimum joint arrangement. I. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. NES NER-272 for power-driven fasteners. 2. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code. 3. Table 23-II-B-1, "Nailing Schedule," and Table 23-II-B-2, "Wood Structural Panel Roof Sheathing Nailing Schedule,"in ICBO's Uniform Building Code. J. Use common wire nails, unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting wood;do not countersink nail heads,unless otherwise indicated. K. For exposed work, arrange fasteners in straight rows parallel with edges of members,with fasteners evenly spaced,and with adjacent rows staggered. 1. Comply with indicated fastener patterns where applicable. 2. Use finishing nails,unless otherwise indicated. Countersink nail heads and fill holes with wood filler. 3.2 WOOD GROUND,SLEEPER,BLOCKING,AND NAILER INSTALLATION A. Install where indicated and where required for screeding or attaching other work. Form to shapes indicated and cut as required for true line and level of attached work. Coordinate locations with other work involved. B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces, unless otherwise indicated. C. Provide permanent grounds of dressed,pressure-preservative-treated,key-beveled lumber not less than 1-1/2 inches wide and of thickness required to bring face of ground to exact thickness of finish material. Remove temporary grounds when no longer required. 3.3 WOOD FURRING INSTALLATION A. Install level and plumb with closure strips at edges and openings. Shim with wood as required for tolerance of finish work. B.Furring to Receive Plywood or Hardboard Paneling: Install 1-by-3-inch nominal size furring horizontally at 24 inches o.c. 3.4 CEILING JOIST AND RAFTER FRAMING INSTALLATION A. Ceiling Joists: Install ceiling joists with crown edge up and complying with requirements specified above for floor joists. Face nail to ends of parallel rafters. B. Provide special framing as indicated for eaves,overhangs,dormers,and similar conditions,if any. Permit Set 06 1000-6 September 28,2023 Rough Carpentry City of Arlington DIVISION 6 Smokey Point Community Park SECTION 06 1000 Bid No: ROUGH CARPENTRY PAGE 7 OF 7 C. Treat ends of timber beams and posts exposed to weather by dipping in water-repellent preservative for 15 minutes. 3.5 PROTECTION A. Protect wood that has been treated with inorganic boron(SBX)from weather. If,despite protection,inorganic boron-treated wood becomes wet,apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label. B. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes wet, apply EPA- registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label. END OF ROUGH CARPENTRY SECTION 06 1000 Permit Set 06 1000-7 September 28,2023 Rough Carpcntry City of Arlington DIVISION 6 Smokey Point Community Park SECTION 06 1600 Bid No: SHEATHING PAGE 1 OF 3 06 1600—SHEATHING PART 1 GENERAL 1.1 SUMMARY A. This section includes the following: 1. Wall Sheathing 2. Roof Sheathing B. Related Sections include the following: 1. Division 06 1000"Rough Carpentry" C. Related Documents 1. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1. Refer to Structural General Notes 1.2 SUBMITTALS A. Product Data: For each type of process and factory-fabricated product. Indicate component materials and dimensions and include construction and application details. 1.3 DELIVERY,STORAGE,AND HANDLING A. Stack plywood and other panels flat with spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings. PART2-PRODUCTS 2.1 WOOD PANEL PRODUCTS,GENERAL A. Thickness:As needed to comply with requirements specified,but not less than thickness indicated. B. Factory mark panels to indicate compliance with applicable standard. 2.2 WOOD WALL SHEATHING A. Plywood Wall Sheathing:Exterior or Exposure 1 sheathing. 1. Span Rating: See Structural Drawings 2. Nominal thickness:Not less than 1/2 inch unless noted otherwise on the Drawings. Permit Set 06 1600-1 September 28,2023 Sheathing City of Arlington DIVISION 6 Smokey Point Community Park SECTION 06 1600 Bid No: SHEATHING PAGE 2 OF 3 2.3 EXTERIOR CEILING SHEATHING A. Meeting Or exceeding requirements of ASTM C1177 1. Mold Resistance: Scoring 10,when tested per ASTM D3273 2.4 WOOD ROOF SHEATHING A. Plywood Roof Sheathing: Exterior or Exposure 1 sheathing 1. Span Rating: See Structural Drawings 2. Nominal Thickness:As noted on the Drawings 2.5 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture. 1. For roof and wall sheathing,provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M. 2. Nails,Brads,and Staples: ASTM F 1667. 3. Power-Driven Fasteners:NES NER-272. 4. Wood Screws:AS M E B 18.6.1. PART 3-EXECUTION 3.1 INSTALLATION,GENERAL A. Do not use materials with defects that impair quality of sheathing or pieces that are too small to use with minimum number of joints or optimum joint arrangement. B. Cut panels at penetrations, edges, and other obstructions of work; fit tightly against abutting construction, unless otherwise indicated. C. Securely attach to substrate by fastening as indicated. D. Use common wire nails, unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections. Install fasteners without splitting wood. E. Coordinate wall and roof sheathing installation with flashing and joint-sealant installation so these materials are installed in sequence and manner that prevent exterior moisture from passing through completed assembly. F. Coordinate sheathing installation with installation of materials installed over sheathing so sheathing is not exposed to precipitation or left exposed at end of the workday when rain is forecast. Permit Set 06 1600-2 September 28,2023 Sheathing City of Arlington DIVISION 6 Smokey Point Community Park SECTION 06 1600 Bid No: SHEATHING PAGE 3 OF 3 3.2 WOOD STRUCTURAL PANEL INSTALLATION A. General: Comply with applicable recommendations in APA Form No. E30S, 'Engineered Wood Construction Guide," for types of structural-use panels and applications indicated. B. Fastening Methods:Fasten panels as indicated below: 1. Wall and Roof Sheathing:nail to wood framing 2. Space panels 1/8 inch apart at edges and ends. 3.3 WOOD FURRING INSTALLATION A. Install level and plumb with closure strips at edges and openings. Shim with wood as required for tolerance of finish work. B.Furring to Receive Plywood or Hardboard Paneling: Install 1-by-3-inch nominal size furring horizontally at 24 inches o.c. 3.4 CEILING JOIST AND RAFTER FRAMING INSTALLATION A. Ceiling Joists: Install ceiling joists with crown edge up and complying with requirements specified above for floor joists. Face nail to ends of parallel rafters. B. Provide special framing as indicated for eaves,overhangs,dormers,and similar conditions,if any. C. Treat ends of timber beams and posts exposed to weather by dipping in water-repellent preservative for 15 minutes. 3.5 PROTECTION A. Protect wood that has been treated with inorganic boron(SBX)from weather. If,despite protection,inorganic boron-treated wood becomes wet,apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label. B. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes wet, apply EPA- registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label. END OF ROUGH CARPENTRY SECTION 06 1000 Permit Set 06 1600-3 September 28,2023 Sheathing City of Arlington DIVISION 6 Smokey Point Community Park SECTION 06 2013 Bid No: EXTERIOR FINISH CARPENTRY PAGE 1 OF 7 06 2013—EXTERIOR FINISH CARPENTRY PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Furring 2. Running Trim. B. Related Sections include the following: 1. Division 6 Section"Rough Carpentry"for furring,blocking,and other carpentry work not exposed to view. 1.3 DEFINITIONS A. Lumber grading agencies,and the abbreviations used to reference them,include the following: 1. WWPA:Western Wood Products Association. 1.4 DELIVERY, STORAGE,AND HANDLING A. Protect materials against weather and contact with damp or wet surfaces. Stack lumber, plywood, and other panels flat with spacers between each bundle to provide air circulation. Provide for air circulation within and around stacks and under temporary coverings. 1.5 SUBMITTALS A. Product Data: For each type of process and product. Indicate component materials, dimensions,profiles, textures and colors and include construction and application details. 1.6 PROJECT CONDITIONS B. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit work to be performed and at least one coat of specified finish can be applied without exposure to rain,snow,or dampness. C. Do not install finish carpentry materials that are wet,moisture damaged, or mold damaged. 1. Indications that materials are wet or moisture damaged include,but are not limited to, Permit Set 06 2013-1 September 28,2023 Exterior Finish Carpentry City of Arlington DIVISION 6 Smokey Point Community Park SECTION 06 2013 Bid No: EXTERIOR FINISH CARPENTRY PAGE 2 OF 7 discoloration,sagging,or irregular shape. 2. Indications that materials are mold damaged include,but are not limited to,fuzzy or splotchy surface contamination and discoloration. Permit Set 06 2013-2 September 28,2023 Exterior Finish Carpentry City of Arlington DIVISION 6 Smokey Point Community Park SECTION 06 2013 Bid No: EXTERIOR FINISH CARPENTRY PAGE 3 OF 7 PART 2-PRODUCTS 2.1 MATERIALS,GENERAL A. Lumber:DOC PS 20 and applicable grading rules of inspection agencies certified by ALSC's Board of Review. B. Softwood Plywood: DOC PS 1. C. Hardboard:AHA A135.4. 2.3 STANDING AND RUNNING TRIM A. Fiber-Cement Trim Pieces:Hardie HZ5 Commercial Trim. 1. Surface Texture: Smooth. 2. Width: See drawings. 3. Thickness: See drawings. 2.4 FURRING MATERIAL A. Furring strips for Vertical Panel Siding. 1. Material:Western Red Cedar. 2. Size: lx3. 2.5 MISCELLANEOUS MATERIALS A. Fasteners for Exterior Finish Carpentry: Provide nails or screws,in sufficient length to penetrate not less than 1-1/2 inches into wood substrate. Permit Set 06 2013-3 September 28,2023 Exterior Finish Carpentry City of Arlington DIVISION 6 Smokey Point Community Park SECTION 06 2013 Bid No: EXTERIOR FINISH CARPENTRY PAGE 4 OF 7 1. For face-fastening siding,provide hot-dip galvanized nails. B. Wood Glue:Waterproof resorcinol glue recommended by manufacturer for exterior carpentry use. C. Flashing: Comply with requirements in Division 7 Section"Sheet Metal Flashing and Trim"for flashing materials installed in exterior finish carpentry. D. Bug Screen:Provide self-adhering bug screens at the base of the rain-screen furring area to prevent the infiltration of insects but allowing for air movement. 1. Cosella Dorken:Delta-Bug Screen. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine substrates,with Installer present,for compliance with requirements for installation tolerances and other conditions affecting performance. B. Examine finish carpentry materials before installation.Reject materials that are wet,moisture damaged, and mold damaged. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrates of projections and substances detrimental to application. B. Prime lumber to be painted,including both faces and edges.Cut to required lengths and prime ends. Comply with requirements in Division 9 Section"Painting." 3.3 INSTALLATION,GENERAL A. Do not use materials that are unsound,warped,improperly treated or finished,inadequately seasoned,or too small to fabricate with proper jointing arrangements. 1. Do not use manufactured units with defective surfaces, sizes,or patterns. B. Install exterior finish carpentry level,plumb,true,and aligned with adjacent materials.Use concealed shims where necessary for alignment. 1. Scribe and cut exterior finish carpentry to fit adjoining work.Refinish and seal cuts as recommended by manufacturer. 2. Install to tolerance of 1/8 inch in 96 inches for level and plumb. Install adjoining exterior finish carpentry with 1/32-inch maximum offset for flush installation and 1/16-inch maximum offset for reveal installation. Permit Set 06 2013-4 September 28,2023 Exterior Finish Carpentry City of Arlington DIVISION 6 Smokey Point Community Park SECTION 06 2013 Bid No: EXTERIOR FINISH CARPENTRY PAGE 5 OF 7 3. Coordinate exterior finish carpentry with materials and systems in or adjacent to it. Provide cutouts for mechanical and electrical items that penetrate exterior finish carpentry. Permit Set 06 2013-5 September 28,2023 Exterior Finish Carpentry City of Arlington DIVISION 6 Smokey Point Community Park SECTION 06 2013 Bid No: EXTERIOR FINISH CARPENTRY PAGE 6 OF 7 3.4 STANDING AND RUNNING TRIM INSTALLATION A. Install trim with minimum number of joints practical,using full-length pieces from maximum lengths of lumber available.Do not use pieces less than 24 inches long except where necessary. 1. Use scarf joints for end-to-end joints. 2. Stagger end joints in adjacent and related members. B. Fit exterior joints to exclude water. Cope at returns and miter at corners to produce tight-fitting joints with full-surface contact throughout length of joint. C. Unless otherwise indicated, countersink fasteners, fill surface flush, and sand where face fastening is unavoidable. 3.5 ADJUSTING A. Replace exterior finish carpentry that is damaged or does not comply with requirements. Exterior finish carpentry may be repaired or refinished if work complies with requirements and shows no evidence of repair or refinishing.Adjust joinery for uniform appearance. Permit Set 06 2013-6 September 28,2023 Exterior Finish Carpentry City of Arlington DIVISION 6 Smokey Point Community Park SECTION 06 2013 Bid No: EXTERIOR FINISH CARPENTRY PAGE 7 OF 7 3.6 CLEANING A. Clean exterior finish carpentry on exposed and semi-exposed surfaces. Touch up factory- applied finishes to restore damaged or soiled areas. 3.7 PROTECTION A. Protect installed products from damage from weather and other causes during construction. B. Remove and replace finish carpentry materials that are wet, moisture damaged, and mold damaged. 1. Indications that materials are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. 2. Indications that materials are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. END OF EXERIOR FINISH CARPENTRY SECTION 06 2013 City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 4113 Bid No: METAL ROOF PAGE 1 OF 10 SECTION 07 4113—METAL ROOF PANELS PART I-GENERAL 1.1 SUMMARY A. Section Includes:Prefinished,prefabricated structural standing seam roof system with continuous interlocking field formed seams. B. Related Requirements: 1. Section 05 10 00: Structural Metal Framing. 2. Section 05 40 00:Cold-Formed Metal Framing. 3. Section 05 50 00:Metal Fabrications. 4. Section 07 62 00: Sheet Metal Flashing and Trim 5. Section 07 92 00:Joint Sealants. 1.2 REFERENCES A. Reference Standards: 1. ASCE 7:Minimum Design Loads for Buildings and Other Structures. 2. ASTM A653: Steel Sheet,Zinc Coated(Galvanized)or Zinc Iron Alloy Coated(Galvannealed)by the Hot Dip Process. 3. ASTM A792: Steel Sheet,55%Aluminum Zinc Alloy Coated by the Hot Dip Process. 4. ASTM C1371:Determination of Emittance of Materials Near Room Temperature Using Portable Emissometers. 5. ASTM C1549:Determination of Solar Reflectance Near Ambient Temperature Using a Portable Solar Reflectometer. 6. ASTM D523: Specular Gloss. Permit Set 07 4113-1 September 28,2023 Metal Roof City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 4113 Bid No: METAL ROOF PAGE 2 OF 10 7. ASTM E 1680:Rate of Air Leakage Through Exterior Metal Roof Panel Systems 8. ASTM E1592: Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference. 9. ASTM E1646:Water Penetration of Exterior Metal Roof Panel Systems by Uniform Static Air Pressure Difference. 10. ASTM E1918:Measuring Solar Reflectance of Horizontal and Low Sloped Surfaces in the Field. 11. ASTM E1980:Calculating Solar Reflectance Index of Horizontal and Low Sloped Opaque Surfaces. 12. ASTM E2140:Weather Penetration of Metal Roof Panel Systems by Static Water Pressure Head. 13. CRRC-1 Method#1:Measuring Solar Reflectance of a Flat,Opaque,and Heterogeneous Surface Using a Portable Solar Reflectometer. 14. FM Approvals Standard 4471:Class 1 Panel Roofs. 15. SMACNA Architectural Sheet Metal Manual. 16. UL 580: Standard for Tests for Uplift Resistance of Roof Assemblies 17. US Environmental Protection Agency: Energy Star Reflective Roof Products 18. US Green Building Council(USGBC): Leadership in Energy and Environmental Design(LEED) 1.3 SUBMITTALS A. Product Data. B. Shop Drawings: 1. Indicate thickness and dimensions of parts, fastenings and anchoring methods, details and locations of joints, transitions and other provisions necessary for thermal expansion and contraction. 2. Indicate locations of field-and factory-applied sealant. C. Samples: 1. Submit two samples, 12 inches long by full panel width,showing proposed metal thickness and seam profile. 2. Submit standard color samples of metal for Architect's selection. D. Manufacturer Qualifications. E. Installer Qualifications: Submit list of completed projects,with names and contact information for architects and contractors. F. Test Reports:Indicating compliance of products with project requirements. 1.4 QUALITY ASSURANCE A. Manufacturer Qualifications: 1. Ten years'experience,minimum,in factory fabrication of metal panels. 2. Manufacturer shall carry$2,000,000 liability insurance,minimum,for metal panel system. B. Installer Qualifications: 1. Three years'experience,minimum,in application of metal roof or wall panels. 2. Five satisfactory projects with metal panel work of similar scope and complexity to Work of this Project. 3. Installer must be approved by manufacturer in writing prior to bid.Approval document must be included with project bid. C. Testing Agency Qualifications: Agency compliant with ISO/IEC Standard 17025, or an accredited Permit Set 07 4113-2 September 28,2023 Metal Roof City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 4113 Bid No: METAL ROOF PAGE 3 OF 10 independent agency recognized by the International Laboratory Accreditation Cooperation Mutual Recognition Arrangement or ANSI. 1.5 DELIVERY,STORAGE,AND HANDLING A. Storage and Handling Requirements: 1. Keep panels and accessory items dry. 2. Protect against damage and discoloration. 3. Handle panels with non-marring slings. 4. Support panels to prevent permanent deformation. 5. Store panels above ground,with one end elevated for drainage. 6. Protect panels against standing water and condensation between adjacent surfaces. 7. If panels become wet,immediately separate sheets,wipe dry with clean cloth,and keep sheets separate for air-drying. 8. Painted panels shall be shipped with protective plastic sheeting or a strippable film coating between panels. Remove strippable fihn coating prior to installation. Do not allow strippable film coating to remain on panels in extreme heat,cold,or direct sunlight or other UV source. 9. Do not allow panels to contact treated lumber. 1.6 WARRANTY Permit Set 07 4113-3 September 28,2023 Metal Roof City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 4113 Bid No: METAL ROOF PAGE 4 OF 10 A. Manufacturer's Warranty: Manufacturer's standard 25-year performance warranty,stating the following: 1. Architectural fluorocarbon finish: a. Will be free of fading or color change in excess of 5 Hunter delta-E units as determined by ASTM D2244-02. b. Will not chalk in excess of numerical rating of 8 when measured in accordance with standard procedures specified in ASTM D4214-98 method D659. c. Will not peel,crack,chip,or delaminate. 2. Metal substrate will not rupture,fail structurally,or perforate. B. Installer's Warranty: Warrant panels, flashings, sealants, fasteners and accessories against defective materials and/or workmanship, covering repairs required to maintain roof panels watertight and weatherproof with normal usage for two years following Project Substantial Completion date. 1. Furnish written warranty,signed by installer. C. Weathertight Performance Warranty: Manufacturer's standard warranty in which manufacturer agrees to repair or replace metal roof panel assemblies that fail to remain weather tight within specified warranty period. 1. Contact AEP Span for Weathertight Warranty information and requirements. PART2-PRODUCTS 2.1 SYSTEM DESCRIPTION A. Products:Provide the following: 1. AEP Span,a Division of ASC Profiles,Inc.; Span-Lok hp B. Substitution Limitations: [Substitutions will not be considered.] [Substitutions will be considered in accordance with Section 0125 00 "Substitution Procedures".] C. Performance Criteria Permit Set 07 4113-4 September 28,2023 Metal Roof City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 4113 Bid No: METAL ROOF PAGE 5 OF 10 1. Wind Uplift: [Class 90 per UL 580] [As required by [ASCE 71 <Insert governing code>] <Insert required load>. a. Panel system shall be ASTM E1592 tested under the supervision of an ANSI or ISO/IEC accredited laboratory and the laboratory shall issue the test report. b. Deflection Limits:Withstand wind loads with deflections no greater than [1/180] <Insert ratio>of the span. 2. Water Infiltration Under Static Pressure: Tested with sidelap sealant per ASTM E 1646. a. No leakage through panel joints at 15.00 psf. b. No leakage through panel joints at 20.00 ps£ 3. Water Penetration: No leakage through panel sideseams and endlaps after six hours when tested according to ASTM E2140 at a static water pressure head of 6.00 inches. 4. Thermal Movements: Accommodate thermal movement without buckling, joint opening, overstressing components, failure of connections, or other detrimental effects, through the following temperature changes: a. 120 degrees F,ambient. b. 180 degrees F,material surface. 2.2 PANELS A. Panels: AEP Span, a Division of ASC Profiles, Inc.; Preformed Metal Standing Seam Roofing — Span- Lok hp(SL2HP212, SL2HP216), 1. Material: Steel conforming to ASTM A792. a. 24 gauge Yield strength 50,000 psi;with aluminum-zinc alloy coating conforming to ASTM A792,Class AZ50. 2. Panel Width and Pattern: [As Scheduled.] Only Span-Lok hp is available 12 inches wide. a. 12-inch panel width, [flat pan] [with striated pattern]. b. 16-inch panel width, [flat pan] [with 2 pencil ribs spaced 6 inches on center] [with striated pattern]. Permit Set 07 4113-5 September 28,2023 Metal Roof City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 4113 Bid No: METAL ROOF PAGE 6 OF 10 r ,.• r.,r •" ���I-I �:.• � :•�� SWfIokSV.-Henn..SlA.rtM fst..nA.MJ Spr.leF Ponell R166ed Panel leg views - after seaming Ir��8 1„� I ��$„� 1 Span-Lok hp Curved Span-Lok — — SpanSeam *Note:Dimensions Approximate 3. Panel Seam Height: [2 inches]. * *Dimensions are approximate. 4. Panel Finish: Provide primer and top finish coat on exposed faces; provide primer and backer coat on concealed faces of panels. a. DuraTech®5000:Polyvinylidine Fluoride,full 70 percent Kynar 5008or Hylar 50009, consisting of a baked-on 0.15-0.20 mil corrosion resistant primer and a baked-on 0.70-0.80 mil finish coat with a specular gloss of 8 to 15 when tested in accordance with ASTM D523 at 60 degrees. b. Panel Color: Selected from manufacturer's standard color palette 5. Seam Sealant:Factory apply high-grade butyl mastic sealant within the confines of panel's female leg,designed to seal against adjacent male panel leg. Permit Set 07 4113-6 September 28,2023 Metal Roof City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 4113 Bid No: METAL ROOF PAGE 7 OF 10 2.3 FRAMING AND SUBSTRATES A. Secondary Framing: See Section 05 40 00 "Cold-Formed Metal Framing". B. Sheathing: See Section 06 16 00 "Sheathing". C. Roofing Underlayment: 1. Roofing Felt:<Insert Requirements> 2. Self-Adhering Sheet Underlayment:<Insert Requirements> 3. Slip Sheet:<Insert Requirements> 2.4 CLIPS AND FASTENERS A. Clips: Provide clip designed to allow panels to thermally expand and contract. Clip shall incorporate a self-centering feature to allow 1 inch of movement in both directions along panel length. Clip type shall be selected to meet positive and negative pressures as specified. 1. Sealant:Factory-installed sealant to provide continuity of seal at clip locations. B. Fasteners: [As recommended by manufacturer for performance indicated.][Manufacturer's standard#12-14 by 1 1/4 inch long self-drilling,hex head drive screws for metal; noncorrosive base material.] 2.5 ACCESSORIES A. Trims and Flashings:Material,metal thickness,and finish to match panels.Profiles indicated in Drawings. 1. Provide manufacturer's standard accessories and other items essential to completeness of standing seam roof installation. Permit Set 07 4113-7 September 28,2023 Metal Roof City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 4113 Bid No: METAL ROOF PAGE 8 OF 10 B. Panel Penetration Flashings:As recommended by panel manufacturer;designed to provide sufficient movement to prevent creation of points of fixity at penetrations. C. Sealant for Field Application: [high grade non-curing butyl or curing urethane sealant as recommended by panel manufacturer.Do not use sealant containing asphalt.] [See Section 07 92 00 "Joint Sealants".] 2.6 FABRICATION A. Fabrication,General: 1. Unless otherwise shown on Drawings or specified herein, fabricate panels in continuous lengths and fabricate flashings and accessories in longest practical lengths. Contact AEP Span if panel lengths required 77 feet or longer. 2. Panels shall be factory correctively-leveled. B. Panels: 1. Provide panels in full length from ridge to eave when possible. 2. Where single length panels are not practical, provide mated swaged panels for positive joint end laps,shingled to accommodate water run-off(fabricated with overlap in direction of water flow). 3. Roof panels shall have flush horizontal and vertical surfaces to facilitate sealing at terminations. Panel configurations which create voids and requiring supplemental closure devices shall not be considered acceptable. 4. Engineer panels to use concealed anchors that permit expansion and contraction, except at eaves, end laps,ridges,valleys,hips and gables. C. Seams: 1. Panel seams shall interlock entire length of seam. 2. Design standing seam to lock up and resist joint disengagement during design wind uplift conditions as calculated according to local building codes. 3. Provide pre-installed sealant within confines of panel's female leg to aid in resistance of leaks and provide panel-to-panel seal while allowing expansion and contraction movement. 4. Seams shall be continuously locked or crimped together by mechanical means during installation. Seaming tools shall be sourced from manufacturer's recommended vendor. D. Fabrication Tolerances: 1. Flat metal surfaces will display waviness commonly referred to as"oil canning".This is caused by steel mill tolerances and is a characteristic,not a defect, of panels manufactured from light gauge metal. Panels are factory correctively-leveled to minimize the occurrence of"oil canning". As such,"oil canning"will not be accepted as cause for rejection. PART 3-EXECUTION 3.1 EXAMINATION A. Verification of Conditions:With Installer present. 1. Examine conditions and substrates on which metal panels are to be installed. Structural support or substrate shall be flat and plumb to avoid panel stresses and distortion. 2. Prior to starting work,correct defects. Permit Set 07 4113-8 September 28,2023 Metal Roof City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 4113 Bid No: METAL ROOF PAGE 9 OF 10 B. Field Measurements: 1. Coordinate field measurements and fabrication schedule with construction progress. 2. Field measure prior to fabrication. Show recorded dimensions on shop drawings,including locations of shop-fabricated openings. 3. If field measurements differ from drawing dimensions,notify Architect prior to fabrication. C. [Framing][Substrate] Tolerances: Deviations from flat plane shall not exceed the following. 1. 1/4 inch in 20 feet. 2. 1/2 inch across building elevation. 3. 1/8 inch in 5 feet. 3.2 PREPARATION A. [Secondary Framing][Substrate and Underlayment]: Install according to approved shop drawings and metal panel manufacturer's recommendations. 3.3 INSTALLATION A. Panels and Trim:Comply with manufacturer's instructions for assembly,installation and erection for weather tight installation. 1. Install according to approved shop drawings. 2. Install panels in accordance with manufacturer's instructions and recommendations. Anchor securely in place using clips and fasteners spaced in accordance with manufacturer's recommendations for design wind load criteria. 3. Form seams with manufacturer-approved motorized seaming tool;completely engage panel,clip, and factory-applied sealant in seam. 4. Comply with methods and recommendations of SMACNA Architectural Sheet Metal Manual for flashing configurations required. 5. Discrepancies between job site conditions and shop drawings shall be brought to the attention of the Architect for resolution. 6. Cutting and Fitting: a. Cut panels neat, square, and true with shearing action cutters. Torch or power saw cutting is prohibited. b. Openings 6 inches and larger: Shop fabricate and reinforce to maintain original load capacity. c. Openings less than 6 inches:Field cutting is acceptable. 7. Dissimilar Metals or Materials: a. Where panel or trim may come in contact with dissimilar metals or treated lumber, fabricate transition to facilitate drainage and minimize possibility of galvanic action. Galvanic action can cause panels and trim to fail prematurely. b. At points of contact with dissimilar metal or treated lumber, coat panel and trim with protective paint or separate materials with a weatherproof underlayment. C. Direct contact or run-off from CCA, ACQ, CA, or other treated lumber (outdoor wood) or fire retardant impregnated or treated wood shakes or siding can cause panels and trim to fail prematurely.Avoid contact with these materials. B. Accessories:Install trims,flashings,and roofing specialties according to Drawings and manufacturer's recommended details. C. Sealant Installation:Apply according to approved shop drawings and SMACNA Architectural Sheet Metal Manual recommendations. 1. Provide airtight and waterproof installation. Permit Set 07 4113-9 September 28,2023 Metal Roof City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 4113 Bid No: METAL ROOF PAGE 10 OF 10 D. Installation Tolerances: [Match dimensional tolerances of framing or substrate.] 3.4 CLEANING A. Repairs: 1. Touch up paint is not required for panels with scratches that do not expose metal. 2. Panels or flashings with finish damage exposing metal or with substrate damage shall be replaced. B. Cleaning and Waste Management: [See Division 01 Section"Construction Waste Management and Disposal' for recycling requirements.] 1. At completion of each day's work and at work completion,sweep panels,flashings,and gutters clean.Do not allow fasteners,cuttings,filings,or scraps to accumulate. 2. Clean exposed surfaces of work promptly after completion of installation. 3.5 PROTECTION A. Protect Work as required to ensure that roofing will be without damage at Final Completion. END OF METAL ROOF SECTION Permit Set 07 4113-10 September 28,2023 Metal Roof City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 6200 Bid No: SHEET METAL FLASHING AND TRIM PAGE 1 OF 13 07 6200 SHEET METAL FLASHING AND TRIM PART 1-GENERAL 1.1 SUMMARY A. Section Includes: 1. Manufactured products a. Manufactured reglets with counterflashing. 2. Formed products. a. Formed wall sheet metal fabrications. b. Formed equipment support flashings 3. Fabricated Steel Tube Downspouts. 4. Fabricated Sheet Metal Gutters. 5. Fabricated Sheet Metal Scuppers B. Related Sections 1. Section 07 2500"Weather Barriers"for flexible flashing. 2. Section 07 5216"SBS Modified Bituminous Roofing" for sheet-metal products that are to be installed integrally with SBS roofing systems. 3. Section 07 5556"Plaza Roofing System" 4. Section 07 7200"Roof Accessories"for set-on-type curbs,equipment supports,roof hatches, vents,and other manufactured roof accessory units. 5. Section 07 9200"Joint Sealants"for sealants used at flashing seams. 6. Section 08 4113 "Aluminum-Framed Storefronts" for adjacent construction at exterior wall flashing. 7. Section 08 4413"Glazed Aluminum Curtain Walls"for adjacent construction at exterior wall flashing. 1.2 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1. Meet with Owner,Architect,Owner's insurer if applicable,Installer,and installers whose work interfaces with or affects sheet metal flashing and trim including installers of roofing materials, roof accessories,unit skylights,and roof-mounted equipment. 2. Review methods and procedures related to sheet metal flashing and trim. 3. Examine substrate conditions for compliance with requirements,including flatness and attachment to structural members. 4. Review special roof details,roof drainage,roof penetrations,equipment curbs,and condition of other construction that will affect sheet metal flashing. 5. Document proceedings,including corrective measures and actions required,and furnish copy of record to each participant. Permit Set 07 6200-1 September 28,2023 Sheet Metal Flashing and Trim City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 6200 Bid No: SHEET METAL FLASHING AND TRIM PAGE 2 OF 13 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. Include construction details,material descriptions,dimensions of individual components and profiles,and finishes for each manufactured product and accessory. B. Shop Drawings: Show fabrication and installation layouts of sheet metal flashing and trim, including plans, elevations, expansion joint locations, and keyed details. Distinguish between shop and field assembled work.Include the following: 1. Identification of material,thickness,weight,and finish for each item and location in Project. 2. Details for forming sheet metal flashing and trim,including profiles,shapes,seams,and dimensions. 3. Details for joining,supporting,and securing sheet metal flashing and trim,including layout of fasteners,cleats,clips,and other attachments. Include pattern of seams. 4. Details of termination points and assemblies,including fixed points. 5. Details of expansion joints and expansion joint covers,including showing direction of expansion and contraction. 6. Details of edge conditions,including eaves,ridges,valleys,rakes,crickets,and counterflashings as applicable. 7. Details of special conditions. 8. Details of connections to adjoining work. 9. Detail formed flashing and trim at a scale of not less than 3 inches per 12 inches. C. Samples for Verification: For each type of exposed finish required, prepared on Samples of size indicated below: 1. Sheet Metal Flashing: 12 inches long by actual width of unit,including finished seam and in required profile. Include fasteners,cleats,clips,closures,and other attachments. 2. Trim,Metal Closures,Expansion Joints,Joint Intersections,and Miscellaneous Fabrications: 12 inches long and in required profile.Include fasteners and other exposed accessories. 3. Accessories and Miscellaneous Materials: Full-size$ample 1.4 INFORMATIONAL SUBMITTALS A. Product certificates. B. Product test reports. C. Sample warranty. 1.5 CLOSEOUT SUBMITTALS A. Maintenance data. 1.6 QUALITY ASSURANCE A. Fabricator Qualifications: Employs skilled workers who custom fabricate sheet metal flashing and trim similar to that required for this Project and whose products have a record of successful in-service performance. Permit Set 07 6200-2 September 28,2023 Sheet Metal Flashing and Trim City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 6200 Bid No: SHEET METAL FLASHING AND TRIM PAGE 3 OF 13 1. For copings and roof edge flashings that are SPRI ES-1 tested,shop shall be listed as able to fabricate required details as tested and approved. B. Mockups: Build mockups to verify selections made under Sample submittals to demonstrate aesthetic effects and to set quality standards for fabrication and installation. 1. Build mockup of typical roof edge,eave,including built-in gutter,fascia,fascia trim,apron flashing vented closure trim,approximately 10 feet long. 1.7 WARRANTY A. Warranty on Finishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace sheet metal flashing and trim that shows evidence of deterioration of factory applied finishes within specified warranty period. 1. Exposed Panel Finish:Deterioration includes,but is not limited to,the following: a. Color fading more than 5 Hunter units when tested according to ASTM D 2244. b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214. C. Cracking,checking,peeling,or failure of paint to adhere to bare metal. 2. Finish Warranty Period: 20 years from date of Substantial Completion. PART2-PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. General: Sheet metal flashing and trim assemblies shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle,leak,or loosen,and shall remain watertight. B. Sheet Metal Standard for Flashing and Trim: Comply with NRCA's "The NRCA Roofing Manual" and SMACNA's "Architectural Sheet Metal Manual" requirements for dimensions and profiles shown unless more stringent requirements are indicated. C. Fabricate and install roof edge flashing and copings capable of resisting the following forces according to recommendations in FMG Loss Prevention Data Sheet 1-49: . 1. Wind Zone 2:For velocity pressures of 31 to 45 lbf/sq.ft: 90-lbf/sq. ft.perimeter uplift force, 120-lbf/sq.ft. corner uplift force,and 45-lbf/sq.ft. outward force. D. Recycled Content of Steel-Sheet Flashing and Trim: Postconsumer recycled content plus one-half of pre- consumer recycled content not less than 25 percent. E. Thermal Movements:Allow for thermal movements from ambient and surface temperature changes. 1. Temperature Change: 120 deg F,ambient; 180 deg F,material surfaces. Permit Set 07 6200-3 September 28,2023 Sheet Metal Flashing and Trim City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 6200 Bid No: SHEET METAL FLASHING AND TRIM PAGE 4 OF 13 2.2 SHEET METALS A. General: Protect mechanical and other finishes on exposed surfaces from damage by applying strippable, temporary protective film before shipping. B. Stainless-Steel Sheet: ASTM A 240/A 240M, Type 304,dead soft, fully annealed;4(polished directional satin)finish. C. Metallic-Coated Steel Sheet(other than installed at PVC roof locations): Restricted flatness steel sheet, metallic coated by the hot-dip process and pre-painted by the coil-coating process to comply with ASTM A 755/A 755M. 1. Aluminum-Zinc Alloy-Coated Steel Sheet: ASTM A 792/A 792M,Class AZ50 coating designation,Grade 40;structural quality. 2. Surface: Smooth,flat. 3. Color:Match Architect's samples 4. Concealed Finish: Pretreat with manufacturer's standard white or light-colored acrylic or polyester backer finish,consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mil. 2.3 UNDERLAYMENT MATERIALS A. Slip Sheet:Use Weather Barrier as specified. B. Self-Adhering, High-Temperature Sheet: Minimum 30 to 40 mils thick, consisting of slip- resisting polyethylene-film top surface laminated to layer of butyl or SBS-modified asphalt adhesive,with release- paper backing;cold applied. Provide primer when recommended by underlayment manufacturer. . 1. Thermal Stability:ASTM D 1970;stable after testing at 240 deg F. 2. Low-Temperature Flexibility:ASTM D 1970;passes after testing at minus 20 deg F. 3. Products: Subject to compliance with requirements,provide one of the following: a. S.A.M.High Temprature—Grace Ultra(butyl based backed by polyethylene)or Jiffy Seal Butyl Ice&Water Guard HT. C. Fabrication Tolerances: Fabricate sheet metal flashing and trim that is capable of installation to a tolerance of 1/4 inch in 20 feet on slope and location lines as indicated and within 1/8-inch offset of adjoining faces and of alignment of matching profiles. D. Fabrication Tolerances: Fabricate sheet metal flashing and trim that is capable of installation to tolerances specified in MCA's "Guide Specification for Residential Metal Roofing." E. Sealed Joints:Form non-expansion but movable joints in metal to accommodate elastomeric sealant. F. Expansion Provisions: Where lapped expansion provisions cannot be used, form expansion joints of intermeshing hooked flanges,not less than 1 inch deep,filled with butyl sealant concealed within joints. G. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible,noncorrosive metal. Permit Set 07 6200-4 September 28,2023 Sheet Metal Flashing and Trim City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 6200 Bid No: SHEET METAL FLASHING AND TRIM PAGE 5 OF 13 H. Fabricate cleats and attachment devices of sizes as recommended by SMACNA's "Architectural Sheet Metal Manual" and by FMG Loss Prevention Data Sheet 1-49 for application,but not less than thickness of metal being secured. I. Seams - Flashing: Fabricate nonmoving seams with flat-lock seams. Form seams and seal with elastomeric sealant unless otherwise recommended by sealant manufacturer for intended use. Rivet joints where necessary for strength. J. Do not use graphite pencils to mark metal surfaces 2.4 MISCELLANEOUS MATERIALS A. General: Provide materials and types of fasteners, solder, protective coatings, sealants, and other miscellaneous items as required for complete sheet metal flashing and trim installation and as recommended by manufacturer of primary sheet metal or manufactured item unless otherwise indicated. B. Fasteners: Wood screws, annular threaded nails, self-tapping screws, self-locking rivets and bolts, and other suitable fasteners designed to withstand design loads and recommended by manufacturer of primary sheet metal or manufactured item. 1. General:Blind fasteners or self-drilling screws,gasketed,with hex-washer head. a. Exposed Fasteners: Heads matching color of sheet metal using plastic caps or factory- applied coating.Provide metal-backed EPDM or PVC sealing washers under heads of exposed fasteners bearing on weather side of metal. b. Blind Fasteners:High-strength aluminum or stainless-steel rivets suitable for metal being fastened. C. Spikes and Ferrules: Same material as gutter;with spike with ferrule matching internal gutter width. 2. Fasteners for Stainless-Steel Sheet: Series 300 stainless steel. C. Solder: 1. For Stainless Steel:ASTM B 32,Grade Sn60,with acid flux of type recommended by stainless- steel sheet manufacturer. D. Sealant Tape: Pressure-sensitive, 100 percent solids,polyisobutylene compound sealant tape with release- paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape 1/2 inch wide and 1/8 inch thick. E. Elastomeric Sealant: ASTM C 920, elastomeric polyurethane polymer sealant; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight. F. Butyl Sealant: ASTM C 1311, single-component, solvent-release butyl rubber sealant; polyisobutylene plasticized;heavy bodied for hooked-type expansion joints with limited movement. G. Epoxy Seam Sealer: Two-part, noncorrosive, aluminum seam-cementing compound, recommended by aluminum manufacturer for exterior nonmoving joints,including riveted joints. H. Electrolytic Coating for isolation of metals: Sherwin Williams Duraplate Epoxy at 6.0 mils. Permit Set 07 6200-5 September 28,2023 Sheet Metal Flashing and Trim City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 6200 Bid No: SHEET METAL FLASHING AND TRIM PAGE 6 OF 13 I. Asphalt Roofing Cement:ASTM D 4586,asbestos free,of consistency required for application. J. Sill Pans 1. L-Angle(for Liquid Sill Pan) 2. 1'/2".080"bronze anodized aluminum L-angle K. Flashings 1. 24ga. Sheet Metal Head Flashings w/End Dams 2. 22ga. Sheet Metal Cap Flashings w/Standing Seams 3. 24ga. Sheet Metal Through Wall Flashing w/4"Bayonet Seams and End Dams 4. Note: Through Wall Flashings are required at floor level in floors exceeding two stories. a. Available from C.P. Sheet Metals,Edmonds,WA(425)776-8388 2.5 ROOF DRAINAGE SHEET METAL FABRICATIONS A. Hanging Gutters:Fabricate to 7"x 7"cross section dimensions,unless otherwise indicated,complete with end pieces, outlet tubes, and other accessories as required. Fabricate in maximum section lengths possible, with 50' long minimum length unless the overall run is less than 50'. Furnish flat-stock gutter spacers and gutter brackets fabricated from same metal as gutters,of size recommended by SMACNA but not less than twice the gutter thickness. B. Fabricate expansion joints, expansion joint covers, gutter bead reinforcing bars, and gutter accessories from same metal as gutters. 1. Fabricate from the following materials: a. Aluminum-Zinc Alloy-Coated Steel:22 gauge thick. 2. Accessories: Cast aluminum dome strainers. C. Downspouts: Fabricate 4" (or as indicated on drawings) diameter round steel tube downspouts complete with mitered elbows. Furnish with metal hangers,from same material as downspouts,and anchors. 1. Hanger Style: Straps at top and bottom and spaced no greater than 72-inches o.c. 2. Standoffs as detailed 3. Fabricate from the following materials: a. Prefinished Zincalume Plus-Coated Steel: 0.0359 inch thick. D. Scuppers: Fabricate scuppers of dimensions required with closure flange trim to exterior, 4-inch- wide wall flanges to interior, and base extending 4 inches beyond cant or tapered strip into field of roof. Fabricate from the following materials: 1. Prefinished Zincalume Plus Aluminum-Zinc Alloy-Coated Steel: 0.028 inch thick. E. Conductor Heads: Fabricate conductor heads with flanged back and stiffened top edge and of dimensions and shape indicated complete with outlet tubes, exterior flange trim, and built-in overflows. Fabricate from the following materials: Permit Set 07 6200-6 September 28,2023 Sheet Metal Flashing and Trim City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 6200 Bid No: SHEET METAL FLASHING AND TRIM PAGE 7 OF 13 1. Aluminum-Zinc Alloy-Coated Steel: 0.028 inch thick 2.6 EXTERIOR ENVELOPE FLASHINGS A. 24ga. Sheet Metal Head Flashings w/End Dams B. 22ga. Sheet Metal Cap Flashings w/Standing Seams C. 24ga. Sheet Metal Through Wall Flashing w/4"Bayonet Seams and End Dams D. Note: Through Wall Flashings are required at floor level in floors exceeding two stories. E. Available from C.P. Sheet Metals,Edmonds,WA(425)776-8388 2.7 MANUFACTURED REGLETS A. Reglets: Units of type, material, and profile required, formed to provide secure interlocking of separate reglet and counterflashing pieces, and compatible with flashing indicated with factory-mitered and - welded corners and junctions and with interlocking counterflashing on exterior face, of same metal as reglet. 1. Products: Subject to compliance with requirements,available products that may be incorporated into the Work include,but are not limited to the following: a. Fry Reglet Corporation. b. Hickman Company,W.P. 2. Material: Stainless steel,0.019 inch thick,Galvanized steel,0.022 inch thick. 3. Finish: Mill. 2.8 FABRICATION,GENERAL A. General: Custom fabricate sheet metal flashing and trim to comply with details shown and recommendations in cited sheet metal standard that apply to design, dimensions, geometry, metal thickness, and other characteristics of item required. Fabricate sheet metal flashing and trim in shop to greatest extent possible. 1. Obtain field measurements for accurate fit before shop fabrication. 2. Form sheet metal flashing and trim to fit substrates without excessive oil canning,buckling,and tool marks;true to line,levels,and slopes;and with exposed edges folded back to form hems. 3. Conceal fasteners and expansion provisions where possible. Do not use exposed fasteners on faces exposed to view. B. Expansion Provisions: Form metal for thermal expansion of exposed flashing and trim. 1. Form expansion joints of intermeshing hooked flanges,not less than 1 inch deep,filled with butyl sealant concealed within joints. 2. Use lapped expansion joints only where indicated on Drawings. Permit Set 07 6200-7 September 28,2023 Sheet Metal Flashing and Trim City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 6200 Bid No: SHEET METAL FLASHING AND TRIM PAGE 8 OF 13 C. Sealant Joints: Where movable, nonexpansion-type joints are required, form metal to provide for proper installation of elastomeric sealant according to cited sheet metal standard. D. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible,noncorrosive metal. E. Fabricate cleats and attachment devices of sizes as recommended by cited sheet metal standard for application,but not less than thickness of metal being secured. F. Seams: Fabricate nonmoving seams with flat-lock seams. Tin edges to be seamed, form seams, and solder. G. Seams: Fabricate nonmoving seams with flat-lock seams. Form seams and seal with elastomeric sealant unless otherwise recommended by sealant manufacturer for intended use. 2.9 LOW-SLOPE ROOF SHEET METAL FABRICATIONS A. Copings: Fabricate in minimum 96-inch long,but not exceeding 10-foot-long, sections. Fabricate joint plates of same thickness as copings. Furnish with continuous cleats to support edge of external leg and drill elongated holes for fasteners on interior leg.Miter corners,seal,to be watertight. 1. Coping Profile(shown as"Metal Cap"and"Metal Drip"):Provide SMACNA standard shape to conform to profiles of caps and drips indicated on drawings. 2. Joint Style:Butt,with 12-inch wide,concealed backup plate. 3. Fabricate from the following materials: a. Aluminum-Zinc Alloy-Coated Steel:0.028 inch thick. b. Sheet-metal products that are installed integrally with SBS roofing systems,are specified in Section 07 5216-SBS Modified Bituminous Roofing. B. Counterflashing:Fabricate from the following materials: 1. Aluminum-Zinc Alloy-Coated Steel:0.028 inch thick. 2. Sheet-metal products that are installed integrally with PVC roofing systems,are specified in Section 07 5216-SBS Modified Bituminous Roofing. C. Roof-Penetration Flashing: Fabricate from the following materials: 1. Aluminum-Zinc Alloy-Coated Steel:0.028 inch thick. 2. Sheet-metal products that are installed integrally with SBS roofing systems, are specified in Section 07 5216-SBS Modified Bituminous Roofing. 2.10 WALL SHEET METAL FABRICATIONS A. Wall Flashing: Fabricate continuous flashings in minimum 96-inch long, but not exceeding 12- foot- long, sections, under copings, at shelf angles, and where indicated. Fabricate flashings to conform to details indicated on drawings. Form with 2-inch high, end dams where flashing is discontinuous. Fabricate from the following materials: 1. Aluminum-Zinc Alloy-Coated Steel:0.028 inch thick. Permit Set 07 6200-8 September 28,2023 Sheet Metal Flashing and Trim City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 6200 Bid No: SHEET METAL FLASHING AND TRIM PAGE 9 OF 13 2. Sheet-metal products that are installed integrally with SBS roofing systems,are specified in Section 07 5216-SBS Modified Bituminous Roofing. 2.11 MISCELLANEOUS SHEET METAL FABRICATIONS A. Equipment Support Flashing:Fabricate from the following materials: 1. Aluminum-Zinc Alloy-Coated Steel:0.028 inch thick. 2. Sheet-metal products that are installed integrally with SBS roofing systems, are specified in Section 07 5216-SBS Modified Bituminous Roofing. PART 3-EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, to verify actual locations, dimensions and other conditions affecting performance of the Work.. 1. Verify compliance with requirements for installation tolerances of substrates. 2. Verify that substrate is sound,dry, smooth,clean,sloped for drainage,and securely anchored. B. For the record,prepare written report,endorsed by Installer, listing conditions detrimental to performance of the Work. C. Proceed with installation only after unsatisfactory conditions have been corrected 3.2 UNDERLAYMENT INSTALLATION A. Felt Underlayment: Install felt underlayment,wrinkle free,using adhesive to minimize use of mechanical fasteners under sheet metal flashing and trim. Apply in shingle fashion to shed water,with lapped joints of not less than 2 inches. B. Synthetic Underlayment: Install synthetic underlayment,wrinkle free,according to manufacturers'written instructions, and using adhesive where possible to minimize use of mechanical fasteners under sheet metal. C. Self-Adhering Sheet Underlayment: Install self-adhering sheet underlayment, wrinkle free. Prime substrate if recommended by underlayment manufacturer. Comply with temperature restrictions of underlayment manufacturer for installation; use primer for installing underlayment at low temperatures. Apply in shingle fashion to shed water, with end laps of not less than 6 inches staggered 24 inches between courses. Overlap side edges not less than 3-1/2 inches. Roll laps and edges with roller. Cover underlayment within 14 days. 3.3 INSTALLATION,GENERAL A. General: Anchor sheet metal flashing and trim and other components of the Work securely in place,with provisions for thermal and structural movement. Use fasteners, solder, protective coatings, separators, sealants,and other miscellaneous items as required to complete sheet metal flashing and trim system. Permit Set 07 6200-9 September 28,2023 Sheet Metal Flashing and Trim City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 6200 Bid No: SHEET METAL FLASHING AND TRIM PAGE 10 OF 13 1. Install sheet metal flashing and trim true to line,levels,and slopes.Provide uniform,neat seams with minimum exposure of solder,welds,and sealant. 2. Install sheet metal flashing and trim to fit substrates and to result in watertight performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. 3. Space cleats not more than 12 inches apart.Attach each cleat with at least two fasteners.Bend tabs over fasteners. 4. Install exposed sheet metal flashing and trim with limited oil canning,and free of buckling and tool marks. 5. Install sealant tape where indicated. 6. Torch cutting of sheet metal flashing and trim is not permitted. 7. Do not use graphite pencils to mark material surfaces. B. Metal Protection: Where dissimilar metals contact each other, or where metal contacts pressure-treated wood or other corrosive substrates, protect against galvanic action or corrosion by painting contact surfaces with bituminous coating or by other permanent separation as recommended by sheet metal manufacturer or cited sheet metal standard. 1. Coat concealed side of uncoated-aluminum and stainless-steel sheet metal flashing and trim with bituminous coating where flashing and trim contact wood,ferrous metal, or cementitious construction. 2. Underlayment:Where installing sheet metal flashing and trim directly on cementitious or wood substrates,install underlayment and cover with slip sheet. C. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at maximum of 10 feet with no joints within 24 inches of corner or intersection. 1. Form expansion joints of intermeshing hooked flanges,not less than 1 inch deep,filled with sealant concealed within joints. 2. Use lapped expansion joints only where indicated on Drawings. D. Fasteners:Use fastener sizes that penetrate substrate not less than recommended by fastener manufacturer to achieve maximum pull-out resistance. E. Conceal fasteners and expansion provisions where possible in exposed work and locate to minimize possibility of leakage. Cover and seal fasteners and anchors as required for a tight installation. F. Seal joints as required for watertight construction. Prepare joints and apply sealants to comply with requirements in Section 07 9200 "Joint Sealants." 1. Where sealant-filled joints are used,embed hooked flanges of joint members not less than 1 inch into sealant.Form joints to completely conceal sealant. When ambient temperature at time of installation is moderate,between 40 and 70 deg F,set joint members for 50 percent movement each way.Adjust setting proportionately for installation at higher ambient temperatures.Do not install sealant-type joints at temperatures below 40 deg F. 2. Prepare joints and apply sealants to comply with requirements to Division 07 Section"Joint Sealants." G. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pre-tin edges of sheets with solder to width of 1-1/2 inches;however,reduce pre-tinning where pre-tinned surface would show in completed Work. 1. Do not solder metallic-coated steel and aluminum sheet. 2. Do not use torches for soldering. Permit Set 07 6200-10 September 28,2023 Sheet Metal Flashing and Trim City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 6200 Bid No: SHEET METAL FLASHING AND TRIM PAGE 11 OF 13 3. Heat surfaces to receive solder,and flow solder into joint. Fill joint completely. Completely remove flux and spatter from exposed surfaces. 4. Stainless-Steel Soldering: Tin edges of uncoated sheets,using solder for stainless steel and acid flux.Promptly remove acid flux residue from metal after tinning and soldering. Comply with solder manufacturer's recommended methods for cleaning and neutralization. H. Rivets: Rivet joints in uncoated aluminum where necessary for strength. 3.4 ROOF-DRAINAGE SYSTEM INSTALLATION A. General: Install sheet metal roof-drainage items to produce complete roof-drainage system according to cited sheet metal standard unless otherwise indicated. Coordinate installation of roof perimeter flashing with installation of roof-drainage system. B. Hanging Gutters: Join sections with riveted and sealed joints or with lapped joints sealed with sealant. Provide for thermal expansion. Attach gutters at eave or fascia to firmly anchored gutter brackets spaced not more than 36 inches apart. Provide end closures and seal watertight with sealant. Slope to downspouts. 1. Fasten gutter spacers to front and back of gutter. 2. Loosely lock straps to front gutter bead and anchor to roof deck. 3. Anchor and loosely lock back edge of gutter to continuous cleat. C. Downspouts: 1. Provide hangers with fasteners designed to hold downspouts securely to walls. Locate hangers at top and bottom and at approximately 60 inches o.c.in between. 2. Connect downspouts to underground drainage system indicated. D. Splash Pans: Install where downspouts discharge on low-slope roofs. Set in asphalt roofing cement or elastomeric sealant compatible with the substrate. E. Parapet Scuppers: Continuously support scupper, set to correct elevation,and seal flanges to interior wall face,over cants or tapered edge strips,and under roofing membrane. F. Conductor Heads: Anchor securely to wall, with elevation of conductor head rim at minimum of 1 inch below scupper discharge. G. Expansion-Joint Covers: Install expansion joint covers at locations and of configuration indicated. Lap joints minimum of 4 inches in direction of water flow. 3.5 ROOF FLASHING INSTALLATION A. General: Install sheet metal flashing and trim to comply with performance requirements, sheet metal manufacturer's written installation instructions, and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners, set units true to line, and level as indicated. Install work with laps,joints, and seams that will be permanently watertight and weather resistant. B. Roof Edge Flashing: Anchor to resist uplift and outward forces according to recommendations in FMG Loss Prevention Data Sheet 1-49 for specified wind zone and as indicated. Interlock bottom edge of roof edge flashing with continuous cleat anchored to substrate at 16-inch centers. Permit Set 07 6200-11 September 28,2023 Sheet Metal Flashing and Trim City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 6200 Bid No: SHEET METAL FLASHING AND TRIM PAGE 12 OF 13 C. Copings: Anchor to resist uplift and outward forces according to recommendations in FMG Loss Prevention Data Sheet 1-49 for specified wind zone and as indicated. 1. Interlock exterior bottom edge of coping with continuous cleat anchored to substrate at 16-inch centers. 2. Anchor interior leg of coping with screw fasteners and washers at 20-inch centers. D. Pipe or Post Counterflashing: Install counterflashing umbrella with close-fitting collar with top edge flared for elastomeric sealant, extending a minimum of 4 inches over base flashing. Install stainless-steel draw band and tighten. E. Counterflashing: Coordinate installation of counterflashing with installation of base flashing. F. Insert counterflashing in reglets or receivers and fit tightly to base flashing. Extend counterflashing 4 inches over base flashing. Lap counterflashing joints a minimum of 4 inches and bed with sealant. Secure in a waterproof manner by means of anchor and washer at 36-inch centers. G. Roof-Penetration Flashing: Coordinate installation of roof-penetration flashing with installation of roofing and other items penetrating roof. Seal with elastomeric sealant and clamp flashing to pipes that penetrate roof. 3.6 WALL FLASHING INSTALLATION A. General: Install sheet metal wall flashing to intercept and exclude penetrating moisture according to cited sheet metal standard unless otherwise indicated. Coordinate installation of wall flashing with installation of wall-opening components such as windows,doors,and louvers. B. Through-Wall Flashing: Installation of through-wall flashing is specified in Section 04 2613 "Masonry Veneer." C. Opening Flashings in Frame Construction: Install continuous head, sill,jamb, and similar flashings to extend 4 inches beyond wall openings. 3.7 MANUFACTURED ROOF EXPANSION JOINT INSTALLATION A. Install components and accessories in accordance with approved shop drawings, and in accordance with manufacturer's printed instructions. B. Align work straight and in accurate relationship with adjacent surfaces. C. Set joint covers in neutral position (for approximately equal compression and tension limits) unless otherwise directed. D. Rigidly anchor to substrate to prevent movement or misalignment. Use galvanized or noncorrosive fasteners. E. Coordinate with the work of other Sections. F. Provide sealed joints to form a complete waterproof barrier at exterior and other locations subject to water intrusion. Permit Set 07 6200-12 September 28,2023 Sheet Metal Flashing and Trim City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 6200 Bid No: SHEET METAL FLASHING AND TRIM PAGE 13 OF 13 3.8 ERECTION TOLERANCES A. Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerance of 1/4 inch in 20 feet on slope and location lines as indicated and within 1/8-inch offset of adjoining faces and of alignment of matching profiles. B. Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerances specified in MCA's"Guide Specification for Residential Metal Roofing." 3.9 CLEANING AND PROTECTION A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering. B. Clean and neutralize flux materials. Clean off excess solder. C. Clean off excess sealants. D. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are installed unless otherwise indicated in manufacturer's written installation instructions. END OF SHEET METAL FLASHING AND TRIM SECTION 07 6200 Permit Set 07 6200-13 September 28,2023 Sheet Metal Flashing and Trim City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 9200 Bid No: JOINT SEALANTS PAGE 1 OF 12 07 9200-JOINT SEALANTS PART 1-GENERAL 1.1 SUMMARY A. This Section includes joint sealants for the following applications, including those specified by reference to this Section: 1. Exterior joints in horizontal non-traffic surfaces and the following vertical surfaces: a. Construction joints in cast-in-place concrete. b. Control and expansion joints in unit masonry. C. Joints between metal panels. d. Joints between different materials listed above. e. Perimeter joints between materials listed above and frames of doors windows and louvers. f. Other joints as indicated. 2. Interior joints in the following vertical surfaces and horizontal nontraffic surfaces: a. Control and expansion joints on exposed interior surfaces of exterior walls. b. Perimeter joints of exterior openings where indicated. C. Tile control and expansion joints. d. Vertical joints on exposed surfaces of interior unit masonry walls. e. Perimeter joints between interior wall surfaces and frames of interior doors windows and elevator entrances. f. Joints between plumbing fixtures and adjoining walls,floors,and counters. g. Other joints as indicated. 3. Interior joints in the following horizontal traffic surfaces: a. Isolation joints in cast-in-place concrete slabs. b. Control and expansion joints in tile flooring. 4. Exterior and interior joint sealant systems installed with pressure gun. 5. Backer rod as required for hourglass shaped geometry at open joints subject to water penetration. Not required at bedding for thresholds, sheet metal lap seams,paintable interior joints using latex sealants,concealed sealants at gypsum board. 6. Precompressed foam joint sealant backup sealant at masonry and other rainscreen weather joints B. Section Includes: 1. Silicone joint sealants. 2. Nonstaining silicone joint sealants. 3. Urethane joint sealants. 4. Immersible joint sealants. 5. Mildew-resistant joint sealants. 6. Latex joint sealants. C. Related Sections include the following: 1. Section 04 2613 "Masonry Veneer" for masonry control and expansion joint fillers and gaskets. 1.2 PREINSTALLATION MEETINGS A. Pre-installation Conference: Conduct conference at Project site. Permit Set 07 9200-1 September 28,2023 Joint Sealants City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 9200 Bid No: JOINT SEALANTS PAGE 2 OF 12 1.3 PERFORMANCE REQUIREMENTS A. Provide elastomeric joint sealants that establish and maintain watertight and airtight continuous joint seals without staining or deteriorating joint substrates. B. Provide joint sealants for interior applications that establish and maintain airtight and water-resistant continuous joint seals without staining or deteriorating joint substrates. C. All sealants shall be validated and approved by the Sealant Waterproofing and Restoration Institute (SWRI). D. Sealant and Self Adhesive Membrane (S.A.M.) combinations shall be sent to sealant manufacturer for adhesion certification prior to construction. See Section 07 2500 for Self Adhesive Membrane. 1.4 ACTION SUBMITTALS A. Product Data:For each joint-sealant product. B. Samples:For each kind and color of joint sealant required. 1. Samples for Initial Selection: Manufacturer's color charts consisting of strips of cured sealants showing the full range of colors available for each product exposed to view. a. Coordinate selection of sealants at unit masonry joints with mortar color selections. C. Joint-Sealant Schedule:Include the following information: 1. Joint-sealant application,joint location,and designation. 2. Joint-sealant manufacturer and product name. 3. Joint-sealant formulation. 4. Joint-sealant color. 1.5 INFORMATIONAL SUBMITTALS A. Product test reports. B. Preconstruction laboratory test reports. C. Preconstruction field-adhesion-test reports. D. Field-adhesion-test reports. E. Product Certificates: For each type of joint sealant and accessory, signed by product manufacturer. F. SWRI Validation Certificate: For each elastomeric sealant specified to be validated by SWRI's Sealant Validation Program. G. Sample warranties. 1.6 QUALITY ASSURANCE A. Source Limitations: Obtain each type of joint sealant through one source from a single manufacturer. Permit Set 07 9200-2 September 28,2023 Joint Sealants City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 9200 Bid No: JOINT SEALANTS PAGE 3 OF 12 B. Mockups: Build mockups incorporating sealant joints,as follows,to verify selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution: 1. Joints in mockups of assemblies specified in other Sections that are indicated to receive elastomeric joint sealants,which are specified by reference to this Section. 1.7 PROJECT CONDITIONS A. Do not proceed with installation of joint sealants under the following conditions: 1. When ambient and substrate temperature conditions are outside limits permitted by joint-sealant manufacturer or are below 40 deg F. 2. When joint substrates are wet. 3. Where joint widths are less than those allowed by joint-sealant manufacturer for applications indicated. 4. Contaminants capable of interfering with adhesion have not yet been removed from joint substrates. 1.8 WARRANTY A. Special Installer's Warranty: Installer agrees to repair or replace joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Two years from date of Substantial Completion. B. Special Manufacturer's Warranty: Manufacturer agrees to furnish joint sealants to repair or replace those joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: a. 10 years from date of Substantial Completion. b. 20 years from date of substantial completion for silicone products. C. Special warranties specified in this Article exclude deterioration or failure of elastomeric joint sealants from the following: 1. Movement of the structure resulting in stresses on the sealant exceeding sealant manufacturer's written specifications for sealant elongation and compression caused by structural settlement or errors attributable to design or construction. 2. Disintegration of joint substrates from natural causes exceeding design specifications. 3. Mechanical damage caused by individuals,tools,or other outside agents. 4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants. PART2-PRODUCTS 2.1 JOINT SEALANTS,GENERAL A. A.Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer,based on testing and field experience. B. VOC Content of Interior Sealants: Sealants and sealant primers used inside the weatherproofing system shall comply with the following: Permit Set 07 9200-3 September 28,2023 Joint Sealants City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 9200 Bid No: JOINT SEALANTS PAGE 4 OF 12 1. Architectural sealants shall have a VOC content of 250 g/L or less. 2. Sealants and sealant primers for nonporous substrates shall have a VOC content of 250 g/L or less. 3. Sealants and sealant primers for nonporous substrates shall have a VOC content of 775 g/L or less. C. Low-Emitting Interior Sealants: Sealants and sealant primers shall comply with the testing and product requirements of the California Department of Health's (formerly, the California Department of Health Services') "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." D. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range. 2.2 ELASTOMERIC JOINT SEALANTS A. Elastomeric Sealants: Comply with ASTM C 920 and other requirements indicated for each liquid- applied chemically curing sealant specified, including those referencing ASTM C 920 classifications for type,grade,class,and uses related to exposure and joint substrates. B. Stain-Test-Response Characteristics: Where elastomeric sealants are specified to be nonstaining to porous substrates,provide products that have undergone testing according to ASTM C 1248 and have not stained porous joint substrates indicated for Project. C. Suitability for Contact with Food: Where elastomeric sealants are indicated for joints that will come in repeated contact with food,provide products that comply with 21 CFR 177.2600. D. Multicomponent Pourable Polysulfide Sealant: 1. Products: a. Meadows,W.R.,Inc.;Deck-O-Seal. b. Pacific Polymers,Inc.;Elastoseal 227 Type I(Pourable). 2. Type and Grade: M(multicomponent)and P(pourable). 3. Class: 25. 4. Uses Related to Exposure: T(traffic)and NT(nontraffic). 5. Uses Related to Joint Substrates: M. E. Single-Component Pourable Neutral-Curing Silicone Sealant: 1. Products: a. Dow Corning Corporation;890-SL. b. Pecora Corporation;300 Pavement Sealant(Self Leveling). C. Dow Corning Corporation; SL Parking Structure Sealant. 2. Type and Grade: S(single component)and P(pourable). 3. Class: 100150. 4. Uses Related to Exposure: NT and T(traffic). 5. Uses Related to Joint Substrates: M,O,as applicable to joint substrates indicated. a. Use O Joint Substrates: Galvanized steel. F. Single-Component Neutral-and Basic-Curing Silicone Sealant: 1. Products: a. Dow Corning Corporation;790 b. GE Silicones; SilPruf LM SCS2700 C. Tremco; Spectrem 1 (Basic) d. GE Silicones; SilPruf SCS2000 e. Pecora Corporation; 864 Permit Set 07 9200-4 September 28,2023 Joint Sealants City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 9200 Bid No: JOINT SEALANTS PAGE 5 OF 12 f. Pecora Corporation; 890 g. Polymeric Systems Inc.;PSI-641 h. Sonneborn,Division of ChemRex Inc.;Omniseal i. Tremco; Spectrem 3 j. Dow Corning Corporation;791 k. Dow Corning Corporation;795 1. GE Silicones; SilPruf NB SCS9000 M. GE Silicones;U1traPruf 11 SCS2900 n. Pecora Corporation; 865 o. Pecora Corporation; 895 P. Pecora Corporation; 898 2. Type and Grade: S(single component)and NS(nonsag) 3. Class: 50 4. Use Related to Exposure: NT(nontraffic) 5. Uses Related to Joint Substrates: M,G,A,and,as applicable to joint substrates indicated,O a. Use O Joint Substrates: Galvanized steel,brick and ceramic tile. 6. Stain-Test-Response Characteristics:Nonstaining to porous substrates per ASTM C 1248. G. Single-Component Mildew-Resistant Neutral-Curing Silicone Sealant: 1. Products: a. Pecora Corporation; 898 b. Tremco;Tremsil 600 White 2. Type and Grade: S(single component)and NS(nonsag) 3. Class: 25 4. Use Related to Exposure: NT(nontraffic) 5. Uses Related to Joint Substrates: M, G,A,and,as applicable to joint substrates indicated,O a. Use O Joint Substrates: Galvanized steel and ceramic tile. H. Single-Component Mildew-Resistant Acid-Curing Silicone Sealant: 1. Products: a. Dow Corning Corporation;786 Mildew Resistant b. GE Silicones; Sanitary SCS1700 C. Tremco;Tremsil 200 2. Type and Grade: S(single component)and NS (nonsag) 3. Class: 25 4. Use Related to Exposure: NT(nontraffic) 5. Uses Related to Joint Substrates: G,A,and,as applicable to joint substrates indicated,O a. Use O Joint Substrates: Ceramic tile. I. Multicomponent Nonsag Urethane Sealant: 1. Products: a. Sika Corporation,Inc.; Sikaflex-2c NS TG b. Sonneborn,Division of ChemRex Inc.;NP 2 C. Tremco;Vulkem 227,Vulkem 322 DS or Dymeric d. Bostik Findley;Chem-Calk 500 e. Polymeric Systems Inc.;PSI-270 2. Type and Grade: M(multicomponent)and NS(nonsag) 3. Class: 25 4. Uses Related to Exposure: T(traffic) 5. Uses Related to Joint Substrates: M,A,and,as applicable to joint substrates indicated,O. a. Use O Joint Substrates: Galvanized steel,brick and ceramic tile. J. Multicomponent Pourable Urethane Sealant: Permit Set 07 9200-5 September 28,2023 Joint Sealants City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 9200 Bid No: JOINT SEALANTS PAGE 6 OF 12 1. Products: a. Bostik Findley; Chem-Calk 550 b. Pacific Polymers,Inc.;Elasto-Thane 227 High Shore Type I(Self Leveling) C. Pacific Polymers,Inc.;Elasto-Thane 227 Type I(Self Leveling) d. Pecora Corporation;Urexpan NR-200 e. Polymeric Systems Inc.;PSI-270SL f. Tremco;THC-901 g. Tremco;THC-900 h. Tremco;Vulkem 245 i. Pecora Corporation;Urexpan NR 300,Type H j. Pecora Corporation;Urexpan NR 300,Type M 2. Type and Grade: M(multicomponent)and P(pourable) 3. Class: 25 4. Use Related to Exposure: T(traffic) 5. Uses Related to Joint Substrates: M,A,and,as applicable to joint substrates indicated,O a. Use O Joint Substrates: Galvanized steel and brick 2.3 SOLVENT-RELEASE JOINT SEALANTS A. Butyl-Rubber-Based Solvent-Release Joint Sealant: Comply with ASTM C 1085. 1. Products: a. Bostik Findley;Bostik 300 b. Fuller,H.B. Company; SC-0296 C. Fuller,H.B. Company; SC-0288 d. Pecora Corporation;BC-158 e. Polymeric Systems Inc.;PSI-301 f. Sonneborn,Division of ChemRex Inc.; Sonneborn Multi-Purpose Sealant g. Tremco;Tremco Butyl Sealant 2.4 LATEX JOINT SEALANTS A. Latex Sealant: Comply with ASTM C 834,Type P,Grade NF. B. Products: 1. Bostik Findley;Chem-Calk 600 2. Pecora Corporation;AC-20+ 3. Sonnebom,Division of ChemRex Inc.; Sonolac 4. Tremco;Tremflex 834 2.5 ACOUSTICAL JOINT SEALANTS A. Acoustical Sealant for Exposed and Concealed Joints: Manufacturer's standard nonsag, paintable, nonstaining latex sealant complying with ASTM C 834 and the following: 1. Product effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. 2. Products: a. Pecora Corporation;AC-20 FTR Acoustical and Insulation Sealant b. United States Gypsum Co.; SHEETROCK Acoustical Sealant Permit Set 07 9200-6 September 28,2023 Joint Sealants City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 9200 Bid No: JOINT SEALANTS PAGE 7 OF 12 B. Acoustical Sealant for Concealed Joints: Manufacturer's standard, nondrying, nonhardening, nonskinning,nonstaining,gunnable, synthetic-rubber sealant recommended for sealing interior concealed joints to reduce airborne sound transmission. 1. Products: a. Pecora Corporation;BA-98 b. Tremco;Tremco Acoustical Sealant. 2.6 PREFORMED TAPE SEALANTS A. Back-Bedding Mastic Tape Sealant: Preformed, butyl-based elastomeric tape sealant with a solids content of 100 percent;nonstaining and nonmigrating in contact with nonporous surfaces;with or without spacer rod as recommended in writing by tape manufacturers for application indicated;packaged on rolls with a release paper backing; and complying with ASTM C 1281 and AAMA 800 for products indicated below: 1. AAMA 804.3 tape,where indicated. 2. AAMA 806.3 tape,for applications in which tape is subject to continuous pressure. 3. AAMA 807.3 tape,for applications in which tape is not subject to continuous pressure. B. Expanded Cellular Tape Sealant: Closed-cell, foam tape sealant; factory coated with adhesive on both surfaces; packaged on rolls with release liner protecting adhesive; and complying with AAMA 800 for the following types: 1. Emseal MST available from Emseal,www.emseal.com 2. Type 1,for applications in which tape acts as the primary sealant. 3. Type 2,for applications in which tape is used in combination with a full bead of liquid sealant. 2.7 BUILDING ENVELOPE SEALANTS A. Sealant 1 1. Dowsil791 2. Available from Dow Corning.www.dowcorning.com B. Sealant 2 1. 758 Silicone(for sheet goods W.R.B) 2. Available from Dow Corning C. Sealant 3 1. 758 Silicone(used @ W.R.B. laps and penetrations to complete air barrier) 2. Available from Dow Corning D. Sealant 4 1. Sikaflex 2c SL(self-leveling,used at sidewalk and fill base of posts/railing) 2. -Available from Sika Corporation,usa.sika.com 3. Vaprobond 4. -Available from VaproShield Permit Set 07 9200-7 September 28,2023 Joint Sealants City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 9200 Bid No: JOINT SEALANTS PAGE 8 OF 12 2.8 JOINT-SEALANT BACKING A. General: Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants,primers,and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. B. Cylindrical Sealant Backings: ASTM C 1330, Type [C (closed-cell material with a surface skin)] [O (open-cell material)] [B (bicellular material with a surface skin)][ or any of the preceding types, as approved in writing by joint-sealant manufacturer for joint application indicated], and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance: C. Elastomeric Tubing Sealant Backings: Neoprene, butyl, EPDM, or silicone tubing complying with ASTM D 1056, nonabsorbent to water and gas, and capable of remaining resilient at temperatures down to minus 26 deg F. Provide products with low compression set and of size and shape to provide a secondary seal,to control sealant depth,and to otherwise contribute to optimum sealant performance. D. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid,inflexible joint-filler materials or joint surfaces at back of joint where such adhesion would result in sealant failure. Provide self-adhesive tape where applicable 2.9 MISCELLANEOUS MATERIALS A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated,as determined from preconstruction joint-sealant-substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials. C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. PART 3-EXECUTION 3.1 EXAMINATION A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint-sealant performance. B. Proceed with installation only after unsatisfactory conditions have been corrected 3.2 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions and the following requirements: 1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for Permit Set 07 9200-8 September 28,2023 Joint Sealants City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 9200 Bid No: JOINT SEALANTS PAGE 9 OF 12 sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing,water repellents,water,surface dirt, and frost. 2. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining after cleaning operations above by vacuuming or blowing out joints with oil-free compressed air. Porous joint substrates include the following: a. Concrete b. Masonry C. Unglazed surfaces of ceramic tile 3. Remove laitance and form-release agents from concrete. 4. Clean nonporous surfaces with chemical cleaners or other means that do not stain,harm substrates, or leave residues capable of interfering with adhesion of joint sealants. Nonporous joint substrates include the following: a. Metal b. Glass C. Glazed surfaces of ceramic tile. B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as indicated by preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint- sealant manufacturer's written instructions. Confine primers to areas of joint-sealant bond; do not allow spillage or migration onto adjoining surfaces C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with adjoining surfacest that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. 3.3 INSTALLATION OF JOINT SEALANTS A. General: Comply with ASTM C 1193 and joint-sealant manufacturer's written installation instructions for products and applications indicated,unless more stringent requirements apply. B. Acoustical Sealant Application Standard: Comply with recommendations in ASTM C 919 for use of joint sealants in acoustical applications as applicable to materials,applications,and conditions indicated. C. Install sealant backings of kind indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch,twist,puncture,or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. D. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs of joints. E. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. Permit Set 07 9200-9 September 28,2023 Joint Sealants City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 9200 Bid No: JOINT SEALANTS PAGE 10 OF 12 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. F. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants to form smooth, uniform beads of configuration indicated. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 1. Remove excess sealant from surfaces adjacent to joints. 2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces 3. Provide concave joint profile per Figure 8A in ASTM C 1193 unless otherwise indicated. 4. Provide flush joint configuration where indicated per Figure 5B in ASTM C 1193. 5. Provide recessed joint configuration of recess depth and at locations indicated per Figure 5C in ASTM C 1193. a. Use masking tape to protect surfaces adjacent to recessed tooled joints. G. Installation of Preformed Tapes: Install according to manufacturer's written instructions. H. Installation of Preformed Foam Sealants: Install each length of sealant immediately after removing protective wrapping, taking care not to pull or stretch material, producing seal continuity at ends, turns, and intersections of joints. For applications at low ambient temperatures where expansion of sealant requires acceleration to produce seal, apply heat to sealant in compliance with sealant manufacturer's written instructions. 3.4 FIELD QUALITY CONTROL A. Field-Adhesion Testing:Field test joint-sealant adhesion to joint substrates as follows: 1. Extent of Testing: Test completed and cured sealant joints as follows: a. Perform 10 tests for the first 1000 feet of joint length for each kind of sealant and joint substrate. b. Perform one test for each 1000 feet of joint length thereafter or one test per each floor per elevation. 2. Test Method: Test joint sealants according to Method A, Field-Applied Sealant Joint Hand Pull Tab,in Appendix X1 in ASTM C 1193 or Method A,Tail Procedure,in ASTM C 1521. B. Evaluation of Field-Adhesion-Test Results: Sealants not evidencing adhesive failure from testing or noncompliance with other indicated requirements will be considered satisfactory. Remove sealants that fail to adhere to joint substrates during testing or to comply with other requirements. Retest failed applications until test results prove sealants comply with indicated requirements. 3.5 CLEANING A. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. 3.6 PROTECTION A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or Permit Set 07 9200-10 September 28,2023 Joint Sealants City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 9200 Bid No: JOINT SEALANTS PAGE 11 OF 12 damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from original work 3.7 JOINT-SEALANT SCHEDULE A. Joint-Sealant Application: Exterior vertical construction joints in cast-in-place concrete. 1. Joint Sealant: Single-component neutral- and basic-curing silicone sealant or Multicomponent nonsag urethane sealant. B. Joint-Sealant Application: Exterior horizontal nontraffic and traffic isolation and contraction joints in cast-in-place concrete slabs. 1. Joint Sealant: Multicomponent pourable polysulfide sealant, Multicomponent nonsag urethane sealant or Multicomponent pourable urethane sealant. C. Joint-Sealant Application: Exterior vertical and horizontal nontraffic joints between plant-precast architectural concrete units. 1. Joint Sealant: Single-component neutral-and basic-curing silicone sealant. D. Joint-Sealant Application: Exterior vertical control and expansion joints in unit masonry. 1. Joint Sealant: Single-component neutral- and basic-curing silicone sealant or Multicomponent nonsag urethane sealant. E. Joint-Sealant Application: Exterior butt joints between metal panels. 1. Joint Sealant: Single-component neutral- and basic-curing silicone sealant or Multicomponent nonsag urethane sealant. F. Joint-Sealant Application: Exterior vertical joints between different materials listed above. 1. Joint Sealant: Single-component neutral- and basic-curing silicone sealant or Multicomponent nonsag urethane sealant. G. Joint-Sealant Application Exterior perimeter joints between connecting unit masonry,or metal and frames of doors windows and louvers. 1. Joint Sealant: Single-component neutral- and basic-curing silicone sealant or Multicomponent nonsag urethane sealant. H. Joint-Sealant Application: Vertical control and expansion joints on exposed interior surfaces of exterior walls. 1. Joint Sealant: Single-component neutral- and basic-curing silicone sealant or Multicomponent nonsag urethane sealant. 1. Joint-Sealant Application: Interior perimeter joints of exterior openings. 1. Joint Sealant: Single-component neutral- and basic-curing silicone sealant or Multicomponent nonsag urethane sealant. J. Joint-Sealant Application: Interior ceramic tile expansion, control, contraction, and isolation joints in horizontal traffic surfaces. 1. Joint Sealant: Multicomponent pourable urethane sealant. K. Joint-Sealant Application: Interior joints between plumbing fixtures and adjoining walls, floors, and counters. Permit Set 07 9200-11 September 28,2023 Joint Sealants City of Arlington DIVISION 7 Smokey Point Community Park SECTION 07 9200 Bid No: JOINT SEALANTS PAGE 12 OF 12 1. Joint Sealant: Single-component mildew-resistant neutral or acid-curing silicone sealant. L. Joint-Sealant Application: Vertical joints on exposed surfaces of interior unit masonry walls. 1. Joint Sealant: Single-component neutral- and basic-curing silicone sealant or Multicomponent nonsag urethane sealant. M. Joint-Sealant Application: Perimeter joints between interior wall surfaces and frames of interior doors windows and elevator entrances. 1. Joint Sealant: Latex sealant. N. Joint-Sealant Application: Interior control,expansion,and isolation joints in horizontal traffic surfaces of concrete flooring. 1. Joint Sealant: Multicomponent nonsag urethane sealant or Multicomponent pourable urethane sealant END OF JOINT SEALANTSECTION 07 9200 Permit Set 07 9200-12 September 28,2023 Joint Sealants City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 2216 Bid No: NON-STRUCTURAL METAL FRAMING PAGE 1 OF 4 09 2216-NON-STRUCTURAL METAL FRAMING PART I-GENERAL 1.1 SUMMARY A. Section Includes: 1. Non-load-bearing steel framing systems for exterior screen walls. 1.2 ACTION SUBMITTALS A. Product Data:For each type of product. 1.3 INFORMATIONAL SUBMITTALS A. Product Certificates:For each type of code-compliance certification for studs and tracks. B. Evaluation reports for firestop tracks and power-actuated fasteners. 1.4 QUALITY ASSURANCE A. Code-Compliance Certification of Studs and Tracks: Provide documentation that framing members are certified according to the product-certification program of the Steel Stud Manufacturers Association or the Steel Framing Industry Association(SFIA). PART 2-PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Fire-Test-Response Characteristics: Provide materials and construction identical to those tested according to ASTM E 119. B. STC-Rated Assemblies: Provide materials and construction identical to those tested in assembly indicated according to ASTM E 90 and classified according to ASTM E 413. 2.2 FRAMING SYSTEMS A. Recycled Content of Steel Products: Postconsumer recycled content plus one-half of preconsumer recycled content is not less than 25 percent. B. Steel Studs and Runners: ASTM C 645.Use either steel studs and runners or equivalent gauge steel studs and runners. 1. Minimum Base-Metal Thickness: As indicated on Drawings 0.029 inch or 0.019 inch for equivalent gauge(20 gauge EQ). Permit Set 09 2216-1 September 28,2023 Non-Structural Metal Framing City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 2216 Bid No: NON-STRUCTURAL METAL FRAMING PAGE 2 OF 4 2. Depth: As indicated on Drawings. C. Slip-Type Head Joints: Where indicated, provide the following in thickness not less than indicated for studs and in width to accommodate depth of studs: 1. Single Long-Leg Runner System: ASTM C 645 top runner with 2-inch-deep flanges, installed with studs friction fit into top runner and with continuous bridging located within 12 inches of the top of studs to provide lateral bracing. 2. Double-Runner System: ASTM C 645 top runners, inside runner with 2-inch-deep flanges and fastened to studs,and outer runner sized to friction fit inside runner. 3. Deflection Track: Steel sheet top runner manufactured to prevent cracking of finishes due to deflection of structure above. 4. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include,but are not limited to the following: a. Blazeframe Industries;Bare Slotted Track(BST/BST 2). b. C1arkDietrich Building Systems;B1azeFrame or MaxTrak Slotted Deflection Track. D. Cold-Rolled Furring Channels: 0.053-inch uncoated-steel thickness, with minimum 1/2-inch-wide flanges. 1. Depth: As indicated on Drawings. 2. Furring Brackets: Adjustable, corrugated-edge type of steel sheet with minimum uncoated-steel thickness of 0.033 inch. 3. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.062-inch-diameter wire, or double strand of 0.048-inch-diameter wire. E. Z-Shaped Furring: With slotted or nonslotted web, face flange of 1-1/4 inches,wall attachment flange of 3/4 inch,minimum uncoated-metal thickness of 0.018 inch, and depth required to fit insulation thickness indicated. F. Supplementary Framing and Blocking: ASTM C 645. 1. Blocking and backing: Provide in-wall backing and blocking, whether or not indicated, for all wall hung items, including but not limited to casework, toilet accessories, door hardware, MDF wall paneling, railings, visual display surfaces, toilet compartments. Operable partitions, signage,miscellaneous specialties,window treatments,and expansion joints. a. Minimum Base-Metal Thickness: 18 gage minimum. Unless adjacent metal studs are heavier gage,then match gage of studs. b. Minimum Width and Configuration: 6-inches; continuous metal track channel with cut flanges as necessary for passage over framing members. Fasten backing at each stud with three(3)sheet metal truss-head screws. C. Quantity: Provide single continuous backing strip at typical wall-mounted items locations, except provide two (2) continuous parallel backing strips at upper wall-mounted cabinets located at top and bottom edges of the cabinets. 2. Wood Backing Plate: Proprietary fire-retardant-treated wood blocking and bracing in width indicated. a. Product: Subject to compliance with requirements, provide C1arkDietrich Building Systems; Danback Fire-Retardant Treated Wood Backing Plate [D16F] [D24F], or a comparable product. Permit Set 09 2216-2 September 28,2023 Non-Structural Metal Framing City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 2216 Bid No: NON-STRUCTURAL METAL FRAMING PAGE 3 OF 4 PART 3-EXECUTION 3.1 EXAMINATION A. Examine areas and substrates, with Installer present, and including welded hollow-metal frames, cast-in anchors, and structural framing, for compliance with requirements and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 3.2 PREPARATION A. Suspended Assemblies: Coordinate installation of suspension systems with installation of overhead structure to ensure that inserts and other provisions for anchorages to building structure have been installed to receive hangers at spacing required to support the Work and that hangers will develop their full strength. 1. Furnish concrete inserts and other devices indicated to other trades for installation in advance of time needed for coordination and construction 3.3 INSTALLATION,GENERAL A. Installation Standard:ASTM C 754. B. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim, grab bars,toilet accessories,furnishings,or similar construction. C. Install bracing at terminations in assemblies. D. Do not bridge building control and expansion joints with non-load-bearing steel framing members. Frame both sides of joints independently. 3.4 INSTALLING FRAMED ASSEMBLIES A. Install framing system components according to spacings indicated,but not greater than spacings required by referenced installation standards for assembly types. 1. Single-Layer Application: 16 inches o.c.unless otherwise indicated. B. Where studs are installed directly against exterior masonry walls or dissimilar metals at exterior walls, install isolation strip between studs and exterior wall. C. Install studs so flanges within framing system point in same direction. D. Install tracks (runners) at floors and overhead supports. Extend framing full height to structural supports or substrates above suspended ceilings, except where partitions are indicated to terminate at suspended ceilings.Continue framing around ducts penetrating partitions above ceiling. 1. Slip-Type Head Joints: Where framing extends to overhead structural supports, install to produce joints at tops of framing systems that prevent axial loading of finished assemblies. 2. Openings: Screw vertical studs at jambs to jamb anchor clips on door frames; install runner track section(for cripple studs)at head and secure to jamb studs. Permit Set 09 2216-3 September 28,2023 Non-Structural Metal Framing City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 2216 Bid No: NON-STRUCTURAL METAL FRAMING PAGE 4 OF 4 a. Install two studs at each jamb unless otherwise indicated. b. Install cripple studs at head adjacent to each jamb stud,with a minimum 1/2-inch clearance from jamb stud to allow for installation of control joint in finished assembly. C. Extend jamb studs through suspended ceilings and attach to underside of overhead structure. 3. Other Framed Openings: Frame openings other than door openings the same as required for door openings unless otherwise indicated. Install framing below sills of openings to match framing required above door heads. E. Z-Furring Members: 1. Erect insulation vertically and hold in place with Z-furring members spaced 24 inches o.c. 2. Except at exterior corners, securely attach narrow flanges of furring members to wall with concrete stub nails, screws designed for masonry attachment, or powder-driven fasteners spaced 24 inches o.c. 3. At exterior corners, attach wide flange of furring members to wall with short flange extending beyond corner; on adjacent wall surface, screw-attach short flange of furring channel to web of attached channel. At interior corners, space second member no more than 12 inches from corner and cut insulation to fit. F. Installation Tolerance: Install each framing member so fastening surfaces vary not more than 1/8 inch from the plane formed by faces of adjacent framing. 3.5 INSTALLING SUSPENSION SYSTEMS A. Install suspension system components according to spacings indicated, but not greater than spacings required by referenced installation standards for assembly types. END OF NON-STRUCTURAL METAL FRAMING SECTION 09 2216 Permit Set 09 2216-4 September 28,2023 Non-Structural Metal Framing City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 5426 Bid No: LINEAR WOOD CEILING PAGE 1 OF 3 SECTION 09 5426—LINEAR WOOD CEILINGS PART 1 -GENERAL 1.1 SUMMARY A. This Section includes the following ceiling system: 1. Linear Wood tongue and groove planks. 2. All factory applied and/or field installed accessories,wood molding or trim. 1.2 SUBMITTALS A. Product Data: Product data,product specifications,and installation instruction. B. Shop Drawings: Show penetration details, perimeter treatment and other details deemed pertinent to proper installation. C. Samples: A 9" wide x 12" long wood ceiling sample. The sample shall be made of the wood species selected,with the selected finish applied,and installed on clip rails. 1.3 QUALITY ASSURANCE A. Installer Qualifications: The installer must be a firm with a minimum of two (2) years of successful experience in installation of suspended wood ceilings of similar requirements to this project. The installer must be acceptable to the architect,manufacturer and owner's representative. B. Fire Performance Characteristics: When specified as"Fire Resistant",wood ceiling boards shall conform to Class 1,or A flame spread rating,when tested according to ASTM E-84. C. Environmental Standards: When required the wood ceiling shall originate from well managed forests as certified by accredited and recognized industry certifying organizations. 1.4 DELIVERY, STORAGE,AND HANDLING A. All materials shall be delivered to the project site in the original,labeled,unopened packages. B. Materials shall be stored flat and level in a fully enclosed space. For a minimum of seventy-two (72) hours immediately prior to ceiling installation, the Linear Wood Strips shall be stored in the room in which they will be installed. The temperature and humidity of the room shall closely approximate those conditions that will exist when the building is occupied. Linear Wood Planks shall be stored off the floor. 1.5 PROJECT CONDITIONS A. Install shall be done only when the temperature and humidity closely approximate the interior conditions that will exist when the building is occupied. The heating and cooling systems shall be operating before, during and after installation,with the humidity of the interior spaces maintained between 25%and 55%. Permit Set 09 5426-1 September 28,2023 Linear Wood Ceiling City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 5426 Bid No: LINEAR WOOD CEILING PAGE 2 OF 3 B. It is important that plenums have proper ventilations, especially in high moisture areas. There shall be no excessive building up of heat in the ceiling areas. C. Prior to the start of installation, all exterior windows and doors are to be in place, glazed and weather- stripped. The roof is to be watertight,and all wet trades'work is to be completed,and thoroughly dry. D. Mechanical, electrical, and other utility service installations above the ceiling plane shall have been completed. No materials should rest against, or wrap around, the ceiling suspension components or connecting hangers. 1.6 WARRANTY A. Manufacturer: All materials supplied by the ceiling manufacturer shall be guaranteed against manufacturing defects for one(1)year. B. Contractor: All work shall be guaranteed for one(1)years from final acceptance of completed work. PART 2-PRODUCTS 2.1 MANUFACTURERS A. Linear Wood Ceiling or Wall System: 1. Linwood I as manufactured by Architectural Surfaces,Inc. a. 123 Columbia Court North, Suite 201,Chaska,MN 55318. b. 952-448-5300,Fax: 952-448-2613. C. Toll Free: 1-800-448-0121. 2. Or equal. 2.2 LINEAR WOOD TONGUE AND GROOVE PLANKS A. Materials: 1. The Linear Wood tongue and groove planks shall be Linwood I. a. Species: [As selected by Architect]. b. Cut: [flat cut] [rift cut] [As selected by Architect]. C. Length: [Random] [Specified Length]. d. Joint Side by Side: [V Groove] [Flat V Groove] [Closed]. e. Factory Finish: 1) Clear [Lacquer], [Clear Class A FR Varnish] or [Stain to match architects sample]with lacquer or class A FR Varnish topcoat. 2) All finishes shall be selected by the designer, architect, or designated owner's representative. 2.3 EDGES,BORDERS AND PERIMETER TRIMS A. Edges, borders, and perimeter trims shall be designated by Architect in accordance with standard design details available. All wood ceiling products specified shall be supplied by the ceiling manufacturer. Permit Set 09 5426-2 September 28,2023 Linear Wood Ceiling City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 5426 Bid No: LINEAR WOOD CEILING PAGE 3 OF 3 PART 3 -EXECUTION 3.1 PREPARATION A. Ceiling Layout: The contractor shall measure ceiling areas and establish the layout of the mains and cross tees,in accordance with installation instructions. B. Coordination: The contractor shall furnish the layout for supports that shall be installed for suspension of ceilings. He shall furnish concrete inserts, steel deck hanger clips, or similar devices for installation, in time to coordinate the work. The contractor shall coordinate with other trades the location of devices which will penetrate the Ceiling Panels or interfere with installation. Recessed or surface devices located within the ceiling panels are to be located and cut in the field. 3.2 INSTALLATION A. General: The contractor shall install materials in accordance with Architectural Surfaces Inc, printed instructions. The contractor will comply with applicable regulations and industry standards. B. Layout and installation of linear ceiling and its suspension system shall be coordinated with other work penetrating through the ceiling. This includes light fixtures, HVAC equipment, and fire suppression systems components. C. Perimeters: Using a leveling device,the contractor shall lay out and install perimeter trim,as specified.. D. HVAC and Light Fixture Suspensions: Electrical and mechanical installations must be supported independently of the linear wood ceiling. 3.3 INSPECTION A. Upon completion of ceiling installation, the owner's representative shall inspect all finished surfaces to ensure that the work has been competed in a manner satisfactory to the owner. Any deficiencies in the installed ceiling shall be corrected by the contractor at no additional cost to the owner, or to the ceiling manufacturer. 3.4 ADJUSTMENT,CLEANING,and REPAIR A. Upon completion of ceiling installation, all Linear Wood Strips and borders shall be cleaned free of dirt, dust,grease,oils,and fingerprints. B. All Work that cannot be successfully cleaned or repaired shall be removed and replaced. END OF LINEAR WOOD CEILING SECTION 09 5426 Permit Set 09 5426-3 September 28,2023 Linear Wood Ceiling City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 7413 Bid No: LINEAR WOOD PANELS PAGE 1 OF 3 SECTION 09 7413—LINEAR WOOD PANELS PART 1 -GENERAL 1.1 SUMMARY A. This Section includes the following ceiling system: 1. Linear Wood tongue and groove planks. 2. All factory applied and/or field installed accessories,wood molding or trim. 1.2 SUBMITTALS A. Product Data: Product data,product specifications,and installation instruction. B. Shop Drawings: Show penetration details, perimeter treatment and other details deemed pertinent to proper installation. C. Samples: A 9" wide x 12" long wood ceiling sample. The sample shall be made of the wood species selected,with the selected finish applied,and installed on clip rails. 1.3 QUALITY ASSURANCE A. Installer Qualifications: The installer must be a firm with a minimum of two (2) years of successful experience in installation of suspended wood ceilings of similar requirements to this project. The installer must be acceptable to the architect,manufacturer and owner's representative. B. Fire Performance Characteristics: When specified as"Fire Resistant",wood ceiling boards shall conform to Class 1,or A flame spread rating,when tested according to ASTM E-84. C. Environmental Standards: When required the wood ceiling shall originate from well managed forests as certified by accredited and recognized industry certifying organizations. 1.4 DELIVERY, STORAGE,AND HANDLING A. All materials shall be delivered to the project site in the original,labeled,unopened packages. B. Materials shall be stored flat and level in a fully enclosed space. For a minimum of seventy-two (72) hours immediately prior to ceiling installation, the Linear Wood Strips shall be stored in the room in which they will be installed. The temperature and humidity of the room shall closely approximate those conditions that will exist when the building is occupied. Linear Wood Planks shall be stored off the floor. 1.5 PROJECT CONDITIONS A. Install shall be done only when the temperature and humidity closely approximate the interior conditions that will exist when the building is occupied. The heating and cooling systems shall be operating before, during and after installation,with the humidity of the interior spaces maintained between 25%and 55%. Permit Set 09 7413-1 September 28,2023 Linear Wood Panels City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 7413 Bid No: LINEAR WOOD PANELS PAGE 2 OF 3 B. It is important that plenums have proper ventilations, especially in high moisture areas. There shall be no excessive building up of heat in the ceiling areas. C. Prior to the start of installation, all exterior windows and doors are to be in place, glazed and weather- stripped. The roof is to be watertight,and all wet trades'work is to be completed,and thoroughly dry. D. Mechanical, electrical, and other utility service installations above the ceiling plane shall have been completed. No materials should rest against, or wrap around, the ceiling suspension components or connecting hangers. 1.6 WARRANTY A. Manufacturer: All materials supplied by the ceiling manufacturer shall be guaranteed against manufacturing defects for one(1)year. B. Contractor: All work shall be guaranteed for one(1)years from final acceptance of completed work. PART 2-PRODUCTS 2.1 MANUFACTURERS A. Linear Wood Wall System: 1. Linwood I as manufactured by Architectural Surfaces,Inc. a. 123 Columbia Court North, Suite 201,Chaska,MN 55318. b. 952-448-5300,Fax: 952-448-2613. C. Toll Free: 1-800-448-0121. 2. Or equal. 2.2 LINEAR WOOD TONGUE AND GROOVE PLANKS A. Materials: 1. The Linear Wood tongue and groove planks shall be Linwood I. a. Species: [As selected by Architect]. b. Cut: [flat cut] [rift cut] [As selected by Architect]. C. Length: [Random] [Specified Length]. d. Joint Side by Side: [V Groove] [Flat V Groove] [Closed]. e. Factory Finish: 1) Clear [Lacquer], [Clear Class A FR Varnish] or [Stain to match architects sample]with lacquer or class A FR Varnish topcoat. 2) All finishes shall be selected by the designer, architect, or designated owner's representative. 2.3 EDGES,BORDERS AND PERIMETER TRIMS A. Edges, borders, and perimeter trims shall be designated by Architect in accordance with standard design details available. All wood ceiling products specified shall be supplied by the ceiling manufacturer. Permit Set 09 7413-2 September 28,2023 Linear Wood Panels City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 7413 Bid No: LINEAR WOOD PANELS PAGE 3 OF 3 PART 3 -EXECUTION 3.1 PREPARATION A. Ceiling Layout: The contractor shall measure ceiling areas and establish the layout of the mains and cross tees,in accordance with installation instructions. B. Coordination: The contractor shall furnish the layout for supports that shall be installed for suspension of ceilings. He shall furnish concrete inserts, steel deck hanger clips, or similar devices for installation, in time to coordinate the work. The contractor shall coordinate with other trades the location of devices which will penetrate the Ceiling Panels or interfere with installation. Recessed or surface devices located within the ceiling panels are to be located and cut in the field. 3.2 INSTALLATION A. General: The contractor shall install materials in accordance with Architectural Surfaces Inc, printed instructions. The contractor will comply with applicable regulations and industry standards. B. Layout and installation of linear ceiling and its suspension system shall be coordinated with other work penetrating through the ceiling. This includes light fixtures, HVAC equipment, and fire suppression systems components. C. Perimeters: Using a leveling device,the contractor shall lay out and install perimeter trim,as specified. D. Suspensions: The contractor shall install suspension systems to comply with appropriate industry standards. E. HVAC and Light Fixture Suspensions: Electrical and mechanical installations must be supported independently of the linear wood ceiling. 3.3 INSPECTION A. Upon completion of ceiling installation, the owner's representative shall inspect all finished surfaces to ensure that the work has been competed in a manner satisfactory to the owner. Any deficiencies in the installed ceiling shall be corrected by the contractor at no additional cost to the owner, or to the ceiling manufacturer. 3.4 ADJUSTMENT, CLEANING,and REPAIR A. Upon completion of ceiling installation, all Linear Wood Strips and borders shall be cleaned free of dirt, dust,grease,oils,and fingerprints. B. All Work that cannot be successfully cleaned or repaired shall be removed and replaced. END OF LINEAR WOOD PANELS SECTION 09 7413 Permit Set 09 7413-3 September 28,2023 Linear Wood Panels City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 9120 Bid No: PAINTING PAGE 1 OF 11 09 9120-PAINTING PART 1-GENERAL 1.1 SUMMARY A. This Section includes surface preparation and field painting of exposed exterior and interior items and surfaces. 1. Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatment specified in other Sections. B. Paint or stain exposed surfaces, except where Documents indicate that the surface or material is not to be painted or is to remain natural. If an item or a surface is not specifically mentioned, paint the item or surface the same as similar adjacent materials or surfaces. If a color or finish is not indicated, Architect will select from standard colors and finishes available. 1. Painting includes field painting of all exposed concrete masonry units. 2. Painting includes field painting of exposed bare and covered pipes and ducts (including color coding), hangers, exposed steel and iron supports, and surfaces of mechanical and electrical equipment that do not have a factory-applied final finish. 3. Sprinkler Piping: Contractor shall include in his bid to cover painting of all exposed sprinkler piping, hangers and brackets. It is the Contractor's responsibility to verify the extent of exposed sprinkler piping. 4. Where Drawings indicate "none" as finish for walls or ceiling in a space, field painting of mechanical and electrical equipment is not required. 5. If a surface, material, or item is not specifically mentioned, paint in the same manner as similar surfaces,materials,or items,regardless of whether colors are indicated,or not. 6. Paint back sides of access panels and removable and hinged covers to match exposed surfaces. 7. Finish top,bottom,and side edges of exterior doors the same as exposed faces. 8. Paint shop-primed mechanical and electrical items occurring in finished areas. 9. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical components and paint separately. 10. Paint dampers exposed behind louvers,grilles,and convector and baseboard cabinets to match face panels. 11. Paint both sides and edges of plywood backboards for electrical and telephone equipment before installing equipment. C. Do not paint prefinished items,concealed surfaces,finished metal surfaces,operating parts,and labels. 1. Prefinished items include the following factory-finished components: a. Architectural woodwork. b. Prefinished toilet enclosures. C. Finished mechanical and electrical equipment d. Light fixtures e. Acoustic materials. 2. Concealed surfaces include walls or ceilings in the following generally inaccessible spaces: a. Furred areas b. Spaced above finished ceilings C. Walls or ceilings in concealed areas and generally inaccessible areas. 3. Finished metal surfaces include the following: a. Anodized aluminum. b. Stainless steel. C. Chromium plate. Permit Set 09 9120-1 September 28,2023 Painting City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 9120 Bid No: PAINTING PAGE 2 OF 11 d. Copper and copper alloys. e. Bronze and brass. 4. Operating parts include moving parts of operating equipment and the following: a. Electrical Panels 5. Labels: Do not paint over UL, FMG, or other code-required labels or equipment name, identification,performance rating,or nomenclature plates. D. Related Sections include the following: 1. Division 32 Section"Curbs and Pavement Markings"for traffic-marking paint. 2. Division 5 Section"Structural Steel"for shop priming structural steel. 3. Division 5 Section"Metal Fabrications"for shop priming ferrous metal. 1.2 DEFINITIONS A. General: Standard coating terms defined in ASTM D 16 apply to this Section. 1. Flat refers to a lusterless or matte finish with a gloss range below 15 when measured at an 85-degree meter. 2. Eggshell refers to low-sheen finish with a gloss range between 20 and 35 when measured at a 60- degree meter. 3. Semigloss refers to medium-sheen finish with a gloss range between 35 and 70 when measured at a 60-degree meter. 4. Full gloss refers to high-sheen finish with a gloss range more than 70 when measured at a 60-degree meter. 1.3 SUBMITTALS A. Product Data: For each paint system indicated. Include block fillers and primers. 1. Material List: An inclusive list of required coating materials. Indicate each material and cross- reference specific coating,finish system,and application. Identify each material by manufacturer's catalog number and general classification. 2. Manufacturer's Information: Manufacturer's technical information, including label analysis and instructions for handling,storing,and applying each coating material. B. Samples for Initial Selection: For each type of finish-coat material indicated. C. Samples for Verification: For each color and material to be applied, with texture to simulate actual conditions,on representative samples of the actual substrate when noted. 1. Provide stepped samples, defining each separate coat, including block fillers and primers. Use representative colors when preparing samples for review. Resubmit until required sheen,color,and texture are achieved. 2. Provide a list of materials and applications for each coat of each sample. Label each sample for location and application. 3. Submit two samples on the following substrates for Architect's review of color and texture only: a. Concrete Unit Masonry: 4-by-8-inch Samples of masonry,for each finish and color. b. Stained or Natural Wood: 4-by-8-inch Samples of natural- or stained-wood finish on representative surfaces. D. All materials,preparation and workmanship shall conform to the standards contained in the latest edition of the master painters Institute(MPI)Architectural Painting Specification Manual(hereafter referred to as Permit Set 09 9120-2 September 28,2023 Painting City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 9120 Bid No: PAINTING PAGE 3 OF 11 the MPI Painting Manual) as issued by the local MPI Accredited Quality Assurance Association having jurisdiction. E. All paint manufacturers and products used shall be as listed under the approved Product list section of the MPI Painting Manual. 1.4 QUALITY ASSURANCE A. Applicator Qualifications: A firm or individual experienced in applying paints and coatings similar in material,design,and extent to those indicated for this Project,whose work has resulted in applications with a record of successful in-service performance. B. Source Limitations: Obtain block fillers and primers for each coating system from the same manufacturer as the finish coats. C. Benchmark Samples (Mockups): Provide full-coat benchmark finish samples. Duplicate finish of approved sample Submittals. 1. Architect will select one room or surface to represent surfaces and conditions for application of each type of coating and substrate. a. Wall Surfaces: Provide samples on at least 100 sq. ft.. b. Substrates required:Gypsum board,concrete masonry,and hollow metal door frame,hollow metal door. 2. Apply benchmark samples, according to requirements for the completed Work. Provide required sheen,color,and texture on each surface. a. After finishes are accepted,Architect will use the room or surface to evaluate coating systems of a similar nature. b. Apply samples of each sheer specified on respective surfaces. D. Provide three copies of all Material Data Sheets to be included in the Operation and Maintenance manuals. 1.5 DELIVERY, STORAGE,AND HANDLING A. Deliver materials to Project site in manufacturer's original, unopened packages and containers bearing manufacturer's name and label and the following information: 1. Product name or title of material. 2. Product description(generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume,for pigment and vehicle constituents. 5. Thinning instructions. 6. Application instructions. 7. Color name and number. 8. VOC content. B. Store materials not in use in tightly covered containers in a well-ventilated area at a minimum ambient temperature of 45 deg F. Maintain storage containers in a clean condition, free of foreign materials and residue. 1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. 1.6 PROJECT CONDITIONS Permit Set 09 9120-3 September 28,2023 Painting City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 9120 Bid No: PAINTING PAGE 4 OF 11 A. Apply waterborne paints only when temperatures of surfaces to be painted and surrounding air are between 50 and 90 deg F. B. Apply solvent-thinned paints only when temperatures of surfaces to be painted and surrounding air are between 45 and 95 deg F. C. Do not apply paint in snow, rain, fog, or mist; or when relative humidity exceeds 85 percent; or at temperatures less than 5 deg F above the dew point;or to damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by manufacturer during application and drying periods. D. Moisture content of exterior wood shall not exceed 15%and interior wood shall not exceed 8%. E. Moisture content of concrete,GWB,cement board, concrete block,and brick and mortar shall not exceed 5%,unless the manufacturer permits higher moisture content. F. Ph shall not be below 6.5 or exceed 9,unless manufacturer permits other ranges. G. Provide a minimum of 40-footcandle power of light on surfaces while preparation and painting are underway. 1.7 EXTRA MATERIALS A. Provide three (3) sets of 8 '/2"x I I"hardboard color cards of each color of paint and sheen used on the project,clearly labeled with the manufacturer,type of paint(i.e.oil or latex,etc.)name and number of paint color and sheen to be included in the Operation and Maintenance Manuals as specified in Section 017700, "Project Closeout". B. Supply one unopened gallon of each color; store where directed. Label each container with color, in addition to the manufacturer's label. 1.8 CONTRACTOR WARRANTIES A. Contractor Warranty: The contractor shall fully warrant and guarantee the work of this Section against failure or non-performance for two years from the date of substantial completion. Failure or non- performance shall be corrected promptly upon discovery by the Owner. Correction work will follow project specifications. B. Warranty not applicable for failure of substrates or work by others. PART2-PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements,provide products of the following: 1. Sherwin-Williams Co. (Sherwin-Williams). Basis-of-Design per Interior and Exterior painting schedule. 2. PPG Industries,Inc. (Pittsburgh Paints). 3. Rodda Paint Co. Permit Set 09 9120-4 September 28,2023 Painting City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 9120 Bid No: PAINTING PAGE 5 OF 11 2.2 PAINT MATERIALS,GENERAL A. Material Compatibility: Provide block fillers,primers, and finish-coat materials that are compatible with one another and with the substrates indicated under conditions of service and application,as demonstrated by manufacturer based on testing and field experience. 1. In the event that a single manufacturer cannot provide all specified products,minor exceptions will be permitted provided approval by architect is obtained using the specified procedures for substitutions. 2. Substitution of other products by the same manufacturer is preferred over substitution of products by a different manufacturer. B. Material Quality: Provide manufacturer's best-quality paint material of the various coating types specified that are factory formulated and recommended by manufacturer for application indicated. Paint-material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary Names: Use of manufacturer's proprietary product names to designate colors or materials is not intended to imply that products named are required to be used to the exclusion of equivalent products of other manufacturers. Furnish manufacturer's material data and certificates of performance for proposed substitutions. C. Colors: As selected by Architect from manufacturer's full range. D. Pigments:Pure,non-fading,applicable types to suit substrates and service indicated. E. All materials shall be lead and mercury free and shall have lowest VOC content possible. 2.3 Accessories A. PVA Primer.Note:For non-vented roof,do not apply PVA primer to the ceiling at roof level. PART 3-EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions,with Applicator present, for compliance with requirements for paint application. Comply with procedures specified in MPI. 1. Proceed with paint application only after unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry. 2. Start of painting will be construed as Applicator's acceptance of surfaces and conditions within a particular area. B. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums: 1. Plaster and Gypsum Board: 12 percent. 2. Masonry,Concrete,and Concrete Masonry Unit: 12 percent. 3. Interior Wood: 8 percent,measured in accordance with ASTM D 4442. 4. Exterior Wood: 15 percent,measured in accordance with ASTM D 4442. C. Measure Ph factor of concrete,masonry,and mortar before starting any finishing process,using the method specified in MPI Architectural Painting Manual. 1. Report results in writing to Architect before starting work. Permit Set 09 9120-5 September 28,2023 Painting City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 9120 Bid No: PAINTING PAGE 6 OF 11 2. If results of test indicate need for remedial action,provide written description of remedial action. If a different primer or paint systems is required, state the total cost of the change. Do not proceed with remedial action or change without receiving written authorization from the Architect. D. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. On request,furnish information on characteristics of finish materials to ensure use of compatible primers. 1. Notify Architect about anticipated problems when using the materials specified over substrates primed by others. E. Starting of painting work will be construed as Applicator's acceptance of surfaces and conditions within any particular area. Do not paint over dirt, rust, scale, grease, mortar droppings, cement slurry, foreign material,moisture,or scuffed surfaces. 3.2 PREPARATION A. General: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items already installed that are not to be painted. If removal is impractical or impossible because of size or weight of the item,provide surface-applied protection before surface preparation and painting. 1. After completing painting operations in each space or area,reinstall items removed using workers skilled in the trades involved. B. Cleaning: Before applying paint or other surface treatments, clean substrates of substances that could impair bond of the various coatings. Remove oil and grease before cleaning. 1. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet,newly painted surfaces. C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. 2. Cementitious Materials: Prepare concrete,and concrete unit masonry,panel surfaces to be painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing,use mechanical methods of surface preparation. a. Use abrasive blast-cleaning methods if recommended by paint manufacturer. b. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and burn, correct this condition before application. Do not paint surfaces if moisture content exceeds that permitted in manufacturer's written instructions. 3. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers,mineral spirits, and sandpaper,as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry, seasoned knots,and apply a thin coat of white shellac or other recommended knot sealer before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. b. Prime,stain,or seal wood to be painted immediately on delivery. Prime edges,ends,faces, undersides,and back sides of wood,including cabinets,counters,cases,and paneling. C. If transparent finish is required,backprime with spar varnish. d. Backprime paneling on interior partitions where masonry, plaster, or other wet wall construction occurs on back side. e. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately on delivery. Permit Set 09 9120-6 September 28,2023 Painting City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 9120 Bid No: PAINTING PAGE 7 OF 11 4. Ferrous Metals: Clean ungalvanized ferrous-metal surfaces that have not been shop coated;remove oil,grease,dirt,loose mill scale,and other foreign substances. Use solvent or mechanical cleaning methods that comply with SSPC's recommendations. a. Blast steel surfaces clean as recommended by paint system manufacturer and according to SSPC-SP 6/NACE No. 3. b. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. C. Touch up bare areas and shop-applied prime coats that have been damaged. Wire-brush, clean with solvents recommended by paint manufacturer,and touch up with same primer as the shop coat. 5. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based solvents so surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. 6. Gypsum Board: Fill minor defects with filler compound. Spot prime defects after repair. 7. Interior Wood Items to Receive Transparent Finish: Remove dust, grit, and foreign matter. Seal knots,pitch streaks,and sappy sections. Fill nail holes with tinted exterior caulking compound after prime coat has been applied. Back prime concealed surfaces before installation. 8. Wood Doors to be Field-Finished: Seal wood door top and bottom edge surfaces with clear sealer. 9. Metal Doors to be Painted: Prime metal door top and bottom edge surfaces. D. Material Preparation: Mix and prepare paint materials according to manufacturer's written instructions. 1. Maintain containers used in mixing and applying paint in a clean condition,free of foreign materials and residue. 2. Stir material before application to produce a mixture of uniform density. Stir as required during application. Do not stir surface film into material. If necessary, remove surface film and strain material before using. 3. Use only thinners approved by paint manufacturer and only within recommended limits. E. Tinting: Tint each undercoat a lighter shade to simplify identification of each coat when multiple coats of same material are applied. Tint undercoats to match the color of the finish coat, but provide sufficient differences in shade of undercoats to distinguish each separate coat. 3.3 APPLICATION A. General: Apply paint according to manufacturer's written instructions. Use applicators and techniques best suited for substrate and type of material being applied. 1. Paint colors,surface treatments,and finishes are indicated in the paint schedules. 2. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 3. Provide finish coats that are compatible with primers used. 4. The term"exposed surfaces"includes areas visible when permanent or built-in fixtures,grilles,and similar components are in place. Extend coatings in these areas, as required, to maintain system integrity and provide desired protection. 5. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Before final installation of equipment, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 6. Paint interior surfaces of ducts with a flat,non specular black paint where visible through registers or grilles,in rooms where ceiling or walls are painted or finished. 7. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 8. Finish exterior doors on tops,bottoms,and side edges the same as exterior faces. 9. Sand lightly between each succeeding enamel or varnish coat. Permit Set 09 9120-7 September 28,2023 Painting City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 9120 Bid No: PAINTING PAGE 8 OF 11 B. Scheduling Painting: Apply first coat to surfaces that have been cleaned,pretreated,or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. 1. The number of coats and film thickness required are the same regardless of application method. Do not apply succeeding coats until previous coat has cured as recommended by manufacturer. If sanding is required to produce a smooth, even surface according to manufacturer's written instructions,sand between applications. 2. Omit primer over metal surfaces that have been shop primed and touchup painted. 3. If undercoats, stains, or other conditions show through final coat of paint, apply additional coats until paint film is of uniform finish, color, and appearance. Give special attention to ensure that edges,corners,crevices,welds,and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. 4. Allow sufficient time between successive coats to permit proper drying. Do not recoat surfaces until paint has dried to where it feels firm, and does not deform or feel sticky under moderate thumb pressure, and until application of another coat of paint does not cause undercoat to lift or lose adhesion. C. Application Procedures: Apply paints and coatings by brush,roller, spray, or other applicators according to manufacturer's written instructions. 1. Brushes: Use brushes best suited for type of material applied. Use brush of appropriate size for surface or item being painted. 2. Rollers: Use rollers of carpet, velvet-back, or high-pile sheep's wool as recommended by manufacturer for material and texture required. 3. Spray Equipment: Use airless spray equipment with orifice size as recommended by manufacturer for material and texture required. D. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended spreading rate to achieve dry film thickness indicated. Provide total dry film thickness of the entire system as recommended by manufacturer. 1. Provide a total dry film to thickness of not less than 4.0 mils for entire coating system of prime and finish coats for 3-coat work(unless otherwise indicated in Painting Schedule). 2. Provide a total dry film thickness of not less than 2.5 mils for entire coating system of prime and finish coat for 2-coat work(unless otherwise indicated in Painting Schedule). E. Mechanical and Electrical Work: Painting of mechanical and electrical work is limited to items exposed in occupied spaces and on building exterior. F. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage with pores filled. G. Prime Coats: Before applying finish coats, apply a prime coat, as recommended by manufacturer, to material that is required to be painted or finished and that has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears,to ensure a finish coat with no burn-through or other defects due to insufficient sealing. H. Pigmented(Opaque)Finishes: Completely cover surfaces as necessary to provide a smooth,opaque surface of uniform finish,color,appearance,and coverage. Cloudiness,spotting,holidays,laps,brush marks,runs, sags,ropiness,or other surface imperfections will not be acceptable. I. Transparent (Clear) Finishes: Use multiple coats to produce a glass-smooth surface film of even luster. Provide a finish free of laps,runs, cloudiness, color irregularity, brush marks, orange peel, nail holes, or other surface imperfections. 1. Provide satin finish for final coats. Permit Set 09 9120-8 September 28,2023 Painting City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 9120 Bid No: PAINTING PAGE 9 OF 11 J. Stipple Enamel Finish: Roll and redistribute paint to an even and fine texture. Leave no evidence of rolling, such as laps,irregularity in texture,skid marks,or other surface imperfections. K. Completed Work: Match approved samples for color,texture,and coverage. Remove,refinish,or repaint work not complying with requirements. 3.4 FIELD QUALITY CONTROL A. Owner reserves the right to invoke the following test procedure at any time and as often as Owner deems necessary during the period when paint is being applied: 1. Owner may engage a qualified independent testing agency to sample paint material being used. Samples of material delivered to Project will be taken, identified, sealed, and certified in the presence of Contractor. 2. Owner may direct Contractor to stop painting if test results show material being used does not comply with specified requirements. Contractor shall remove noncomplying paint from Project site, pay for testing, and repaint surfaces previously coated with the noncomplying paint. If necessary, Contractor may be required to remove noncomplying paint from previously painted surfaces if,on repainting with specified paint,the two coatings are incompatible. 3.5 CLEANING A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from building interior. 1. After completing painting, clean glass and paint-spattered surfaces. Remove spattered paint by washing and scraping without scratching or damaging adjacent finished surfaces. 3.6 PROTECTION A. Protect work of other trades,whether being painted or not,against damage from painting. Correct damage by cleaning,repairing or replacing,and repainting,as approved by Architect. B. Provide"Wet Paint"signs to protect newly painted finishes. After completing painting operations,remove temporary protective wrappings provided by others to protect their work. 1. After work of other trades is complete,touch up and restore damaged or defaced painted surfaces. Comply with procedures specified in PDCA P1. 3.7 EXTERIOR PAINT SCHEDULE A. EXTERIOR PAINTING SYSTEMS 1. Concrete Masonry: a. Prime Coat: A24W08300 —Loxon Concrete&Masonry Primer Exterior Latex. b. Intermediate Coat: A82W00151 —A-100 Exerior Latex Satin. C. Finish Coat: A82W00151 —A-100 Exerior Latex Satin. 2. Ferrous Metal,shop primed,including HM Doors: a. Prime Coat: B66W00310—Pro Industrial Pro-Cryl Universal Acrylic Primer. b. Intermediate Coat: B66W00651 —Pro Industrial High Performance Acrylic—Semi Gloss. C. Finish Coat: B66W00651 —Pro Industrial High Performance Acrylic—Semi Gloss. 3. Galvanized Steel: a. Prime Coat: B66W00310—Pro Industrial Pro-Cryl Universal Acrylic Primer. Permit Set 09 9120-9 September 28,2023 Painting City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 9120 Bid No: PAINTING PAGE 10 OF 11 b. Intermediate Coat: B66W00651 —Pro Industrial High Performance Acrylic—Semi Gloss. C. Finish Coat:B66W00651 —Pro Industrial High Performance Acrylic—Semi Gloss. 4. Cement Board,Pre-Primed: a. First Coat:A15W00151—A-100 Exterior Latex Satin. b. Second Coat: A15W00151—A-100 Exterior Latex Satin. 5. Wood,Natural Finish: a. Finish: SD3T00015—SuperDeck Exterior Waterborne Semi-Transparent Stain. 6. Exterior,painted PVC or ABS plastic piping: a. Prime Coat:B51 W00150 Extreme Bond Interior/Exterior Bonding Primer. b. Intermediate Coat:B66W01251 —Pro Industrial DTM Acrylic Egg-Shell. C. Finish Coat:B66W01251 —Pro Industrial DTM Acrylic Egg-Shell. B. Concrete,precast concrete,and brick: Refer to Division 7"Water Repellents". 3.8 INTERIOR PAINT SCHEDULE A. INTERIOR PAINTING SYSTEMS 1. Gypsum Board: (all areas except toilet rooms) a. Prime Coat:B51 W8670—Quick Dry Interior Primer. b. Intermediate Coat:A87W01151 —SuperPaint Interior Latex Satin. C. Finish Coat:A87W01151 —SuperPaint Interior Latex Satin. 2. Gypsum Board: (at toilet rooms and other wet areas) a. Prime Coat: B51 W8670—Quick Dry Interior Primer. b. Intermediate Coat:A88W01151 —SuperPaint Interior Latex Semi-Gloss. C. Finish Coat:A88W01151 —SuperPaint Interior Latex Semi-Gloss. 3. Gypsum Board Vapor Barrier Latex System: (exterior walls only) a. Prime Coat: Sherwin-Williams Vapor barrier,Moisture Vapor Barrier,B72W00001 b. Intermediate Coat:Latex,interior,institutional low odorNOC,matching topcoat. C. Finish Coat:Latex,interior,institutional low odorNOC,(Gloss Level 3) 4. Exposed Ferrous Metals: a. Prime Coat:B66W0310—Pro Industrial Pro-Cryl Universal Acrylic Primer. b. Intermediate Coat:B66W00651 —Pro Industrial High Performance Acrylic—Semi-Gloss. C. Finish Coat:B66W00651 —Pro Industrial High Performance Acrylic—Semi-Gloss. 5. Exposed Overhead Metals: a. Finish Coat:B42W00181 —Pro Industrial Waterborne Acrylic Dryfall Flat. 6. MDF Panels and Wainscoting:Natural Finish.Refer to Section 09 9300"Staining and Transparent Finishing". 7. MDF Panels and Wainscoting:Painted a. Prime Coat:B51 W8670—Quick Dry Interior Primer. b. Intermediate Coat: A76W00051 —SOLO Interior 100%Acrylic, Semi-Gloss. C. Final Coat: A76W00051—SOLO Interior 100%Acrylic, Semi-Gloss. 8. Fire Retardant Plywood: a. Finish Coat: .01226331 —Flame Control No.20-20 Flat Latex Paint 9. Wood: a. Prime Coat: B51 W8670—Quick Dry Interior Primer. b. Intermediate Coat: A76W00051 —SOLO Interior 100%Acrylic, Semi-Gloss. C. Final Coat: A76W00051 —SOLO Interior 100%Acrylic, Semi-Gloss . 10. Concrete Block(CMU): a. Primer Coat:B42W00046—Heavy Duty Block Filler. b. Intermediate Coat: A88W01151 —SuperPaint Interior Latex Semi-Gloss. C. Final Coat: A88W01151 —SuperPaint Interior Latex Semi-Gloss. 11. Miscellaneous Surfaces: Permit Set 09 9120-10 September 28,2023 Painting City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 9120 Bid No: PAINTING PAGE 11 OF 11 a. Mechanical and electrical equipment: All metal surfaces exposed to view on exterior or in finished spaces including, but not limited to, ducts, piping, valves, outlet boxes, conduit, registers,grilles, cabinets,control boxes, surfaces visible through any vents or louvers, and so-called factory finished items, are to receive finish as applicable, whether shown on the Drawings or not,except that paint used on surfaces subjected to heat shall be 1000'F.heat resistant. END OF PAINTING SECTION 09 9120 Permit Set 09 9120-11 September 28,2023 Painting City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 9300 Bid No: STAINING AND TRANSPARENT FINISHING PAGE 1 OF 5 09 9300-STAINING AND TRANSPARENT FINISHING PART 1-GENERAL 1.1 SUMMARY A. Section includes surface preparation and application of wood finishes on the following substrates: 1. Interior Substrates: a. Exposed glued-laminated beams and columns. b. Exposed dimension lumber(rough carpentry). C. Dressed lumber(finish carpentry). d. Exposed wood panel products(Linear planks). 1.2 DEFINITIONS A. Gloss Level 1:Not more than 5 units at 60 degrees and 10 units at 85 degrees,according to ASTM D 523. B. Gloss Level4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523. C. Gloss Level 5: 35 to 70 units at 60 degrees,according to ASTM D 523. D. Gloss Level 6: 70 to 85 units at 60 degrees,according to ASTM D 523. E. Gloss Level 7:More than 85 units at 60 degrees,according to ASTM D 523. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product indicated. Include preparation requirements and application instructions. B. Samples:For each type of finish system and in each color and gloss of finish indicated. C. Product List: For each product indicated, include printout of current "MPI Approved Products List" for each product category specified in Part 2,with the product proposed for use highlighted. 1.4 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials,from the same product run, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Stains and Transparent Finishes: 5 percent, but not less than 1 gal. of each material and color applied. Permit Set 09 9300-1 September 28,2023 Staining and Transparent Finishing City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 9300 Bid No: STAINING AND TRANSPARENT FINISHING PAGE 2 OF 5 1.5 QUALITY ASSURANCE A. Mockups: Apply mockups of each finish system indicated and each color selected to verify preliminary selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Architect will select one surface to represent surfaces and conditions for application of each type of finish system and substrate. a. Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft.. b. Other Items:Architect will designate items or areas required. 2. Final approval of stain color selections will be based on mockups. a. If preliminary stain color selections are not approved, apply additional mockups of additional stain colors selected by Architect at no added cost to Owner. PART2-PRODUCTS 2.1 MANUFACTURERS A. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include,but are not limited to products listed in other Part 2 articles for the category indicated. 2.2 MATERIALS,GENERAL A. MPI Standards: Provide products that comply with MPI standards indicated and that are listed in its"MPI Approved Products List." B. Material Compatibility: 1. Provide materials for use within each finish system that are compatible with one another and substrates indicated,under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. For each coat in a finish system, provide products recommended in writing by manufacturers of topcoat for use in finish system and on substrate indicated. C. VOC Content: Products shall comply with VOC limits of authorities having jurisdiction and, for interior stains and finishes applied at project site,the following VOC limits,exclusive of colorants added to a tint base,when calculated according to 40 CFR 59,Subpart D(EPA Method 24). 1. Clear Wood Finishes,Varnishes:VOC not more than 350 g/L. 2. Shellacs,Clear:VOC not more than 730 g/L. D. Low-Emitting Materials: Interior stains and finishes shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." 2.3 WOOD FILLERS A. Wood Filler Paste:MPI#91. 1. Sherwin Williams Chemical Coatings—Sherwood natural wood filler—#D70T 1 2. Benjamin Moore—Wood Grain Filler#238. Permit Set 09 9300-2 September 28,2023 Staining and Transparent Finishing City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 9300 Bid No: STAINING AND TRANSPARENT FINISHING PAGE 3 OF 5 3. Miller Paint—Paste Wood Filler— 1217. 2.4 PRIMERS AND SEALERS A. Sealers. 1. Minwax Wood Finish#710800000. 2. Wood Classics FastDry Sanding Sealer,Clear#B26V00043. 2.5 POLYURETHANE VARNISHES A. Varnish,Interior,Polyurethane,Water Based, Satin. 1. Sherwin Williams—Wood Classic Waterborne Polyurethane Clear Satin#A68F0090. 2.6 WATER BASED FLOOR FINISH A. Varnish,Interior,Water Based,Satin(Gloss Level 4): 1. Basic Coatings — StreetShoe 75 Satin Floor Finish System. Including Manufacturer's recommended sealer. PART 3-EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. B. Maximum Moisture Content of Exterior Wood Substrates: 15 percent,when measured with an electronic moisture meter. C. Maximum Moisture Content of Interior Wood Substrates: 10 percent,when measured with an electronic moisture meter. D. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. E. Proceed with finish application only after unsatisfactory conditions have been corrected. 1. Beginning finish application constitutes Contractor's acceptance of substrates and conditions. 3.2 PREPARATION A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual"applicable to substrates indicated. Permit Set 09 9300-3 September 28,2023 Staining and Transparent Finishing City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 9300 Bid No: STAINING AND TRANSPARENT FINISHING PAGE 4 OF 5 B. Remove hardware, covers, plates, and similar items already in place that are removable. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and fmishing. 1. After completing finishing operations,use workers skilled in the trades involved to reinstall items that were removed.Remove surface-applied protection if any. C. Clean and prepare surfaces to be finished according to manufacturer's written instructions for each particular substrate condition and as specified. 1. Remove dust, dirt, oil, and grease by washing with a detergent solution; rinse thoroughly with clean water and allow to dry. Remove grade stamps and pencil marks by sanding lightly.Remove loose wood fibers by brushing. 2. Remove mildew by scrubbing with a commercial wash formulated for mildew removal and as recommended by stain manufacturer. 3.3 APPLICATION A. Apply finishes according to manufacturer's written instructions and recommendations in"MPI Manual." B. Apply finishes to produce surface films without cloudiness, holidays, lap marks, brush marks, runs, ropiness,or other surface imperfections. 3.4 CLEANING AND PROTECTION A. Protect work of other trades against damage from finish application. Correct damage by cleaning, repairing,replacing,and refinishing,as approved by Architect,and leave in an undamaged condition. B. At completion of construction activities of other trades,touch up and restore damaged or defaced finished wood surfaces. 3.5 INTERIOR WOOD-FINISH-SYSTEM SCHEDULE A. Natural Wood substrates, nontraffic surfaces, including wood trim architectural woodwork wood-based panel products glued-laminated construction. 1. Clear water based varnish system. a. Sealer Coat:#710800000—Minwax Wood Finish(250 VOC Compliant) b. Finish Coat: #A68F00090 — Wood Classics Waterborne Polyurethane Varnish, Satin, Clear. B. MDF Panels and Wainscoting,Natural. 1. Sealer and clear water based varnish system. a. Sealer Coat:#B26V00043 FastDry Sanding Sealer,Clear. b. Finish Coat:A68F0090—Wood Classic Waterborne Polyurethane Varnish, Satin,Clear. C. Wood floors,traffic surfaces,wood stairs,Benches. 1. Water Based Catalyzed floor finish system: a. Sealer Coat:2 coats of Catalyzed Sealer as recommended by top coat manufacturer. b. Intermediate Coat: Catalyzed floor finish to match topcoat. C. Topcoat: #B1643-0512 StreetShoe NXT Satin Floor Finish System. Permit Set 09 9300-4 September 28,2023 Staining and Transparent Finishing City of Arlington DIVISION 9 Smokey Point Community Park SECTION 09 9300 Bid No: STAINING AND TRANSPARENT FINISHING PAGE 5 OF 5 END OF STAINING AND TRANSPARENT FINISHING SECTION 09 9300 Permit Set 09 9300-5 September 28,2023 Staining and Transparent Finishing City of Arlington DIVISION 10 Smokey Point Community Point SECTION 10 75 16 Bid No: GROUND SET FLAGPOLES PAGE 1 OF 4 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and other Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section includes: 1. Ground-set flagpoles made from aluminum. 2. Flags. 1.3 ACTION SUBMITTALS A. Product Data:For each type of product. 1. Include construction details,material descriptions,dimensions of individual components and profiles, operating characteristics,fittings,accessories,and finishes for flagpoles. B. Shop Drawings:For flagpoles. 1. Include plans,elevations,and attachment details. Show general arrangement,jointing,fittings, accessories,grounding,anchoring,and support. 2. Include section,and details of foundation system. 1.4 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data:For flagpoles to include in operation and maintenance manuals. 1.5 DELIVERY,STORAGE,AND HANDLING A. Spiral wrap flagpoles with heavy paper and enclose in a hard fiber tube or other protective container. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Source Limitations: Obtain flagpoles as complete units,including fittings,accessories,bases,and anchorage devices,from single source from single manufacturer. 2.2 PERFORMANCE REQUIREMENTS A. Seismic Performance:Flagpole assemblies shall withstand the effects of earthquake motions determined according to ASCE/SEI 7. B. Structural Performance:Flagpole assemblies,including anchorages and supports,shall withstand design loads indicated within limits and under conditions indicated. Permit Set 1075 16-1 September 28,2023 Ground Set Flagpoles City of Arlington DIVISION 10 Smokey Point Community Point SECTION 10 75 16 Bid No: GROUND SET FLAGPOLES PAGE 2 OF 4 1. Wind Loads:Determine according to NAAMM FP 1001.Basic wind speed for Project location is 100 mph(45 m/s)minimum,unless otherwise required by authorities having jurisdiction;3-second gust speed at 33 feet(10 m)aboveground. 2. Base flagpole design on polyester flags of maximum standard size suitable for use with flagpole or flag size indicated,whichever is more stringent. 2.3 ALUMINUM FLAGPOLES A. Aluminum Flagpoles: Cone-tapered flagpoles fabricated from seamless extruded tubing complying with ASTM B 241/B 241M,Alloy 6063,with a minimum wall thickness of 3/16 inch(4.8 mm). 1. Concord American Flagpoles: Sentry II Series—IRC;25 feet exposed height;6 inch butt diameter; Clear Anodized finish. 2. Manufacturers: Subject to compliance with requirements,provide products by one of the following: a. Eder Flag Manufacturing Company,Inc. b. Pole-Tech Company Inc. c. Or approved substitute during the bid process per Specification Section 012500 and the GC/CM Bid Manual. B. Exposed Height:25 feet(7.5 m). C. Taper Length: 13'-0". D. Butt Diameter: 6 inches. E. Top Diameter: 3-1/2 inches. F. Wall Thickness: 0.188 inches. G. Construct flagpoles in one piece. H. Mounting: Four galvanized steel anchor bolts with nuts and flat washers AASHTO M-314-90 Grade 55, 10 inches of threaded end,galvanized per ASTM A153. 1. Flashing Collar: Same material and finish as flagpole. I. Cast-Metal Shoe Base:Made from aluminum with same finish and color as flagpoles. 1. Furnish ground spike. 2.4 FITTINGS A. Finial Ball: Flush-seam ball,sized as indicated or,if not indicated,to match flagpole-butt diameter. 1. 0.063-inch(1.6-mm)spun aluminum,finished to match flagpole. Permit Set 1075 16-2 September 28,2023 Ground Set Flagpoles City of Arlington DIVISION 10 Smokey Point Community Point SECTION 10 75 16 Bid No: GROUND SET FLAGPOLES PAGE 3 OF 4 B. Internal Halyard,Winch System:Manually operated winch with control stop device and removable handle, stainless-steel cable halyard,and concealed revolving truck assembly with plastic-coated counterweight and sling.Furnish flush access door secured with cylinder lock.Finish truck assembly to match flagpole. 1. Halyard Flag Snaps: Stainless-steel swivel snap hooks with neoprene or vinyl covers.Furnish two per halyard. 2. Equipment System to accept both a USA Flag and a Washington State Flag on the same single pole. 2.5 FLAGS A. Type:4 foot by 6 foot,embroidered mildew resistant nylon. B. Provide one United States flag. C. Double stitch stripe seams with unidirectional sewing(sewn from hoist edge to fly edge)using heavy twist nylon thread of colors matching stripes and field colors. D. Stars: Opaque white nylon applied with white zig-zag stitching on edges. E. Hoist shall be extra heavy duty pure white no shrink canvas with brass grommets. 1. Basis of Design: Flagsource"Nylon 1 Flags" 1001702271. 2. Or approved substitute during the bid process per Specification Section 012500 and the GC/CM Bid Manual. 2.6 MISCELLANEOUS MATERIALS A. Nonshrink,Nonmetallic Grout:Factory-packaged,nonstaining,noncorrosive,nongaseous grout complying with ASTM C 1107/C 1107M. B. Drainage Material: Crushed stone,or crushed or uncrushed gravel; coarse aggregate. C. Sand:ASTM C 33/C 33M,dry,fine sand. D. Elastomeric Joint Sealant: Single-component nonsag urethane joint sealant complying with requirements in Section 079200 "Joint Sealants." E. Bituminous Paint:Cold-applied asphalt emulsion complying with ASTM D 1187/1) 1187M. 2.7 ALUMINUM FINISHES A. Clear Anodic Finish:AAMA 611,AA-M12C22A41. PART 3 EXECUTION 3.1 PREPARATION A. Prepare uncoated metal flagpoles that are set in foundation tubes by painting below-grade portions with a heavy coat of bituminous paint. Permit Set 1075 16-3 September 28,2023 Ground Set Flagpoles City of Arlington DIVISION 10 Smokey Point Community Point SECTION 10 75 16 Bid No: GROUND SET FLAGPOLES PAGE 4 OF 4 B. Foundation Excavation: Excavate to neat clean lines in undisturbed soil.Remove loose soil and foreign matter from excavation and moisten earth before placing concrete.Place and compact drainage material at excavation bottom. C. Provide forms where required due to unstable soil conditions and for perimeter of flagpole base at grade. Secure and brace forms to prevent displacement during concreting. D. Foundation Tube:Place foundation tube,center,and brace to prevent displacement during concreting. Place concrete.Plumb and level foundation tube and allow concrete to cure. E. Sleeves:Locate and secure sleeves in forms by bracing to reinforcement and forms. F. Place concrete,as specified in Section 033000"Cast-in-Place Concrete."Compact concrete in place by using vibrators.Moist-cure exposed concrete for no fewer than seven days or use a nonstaining curing compound. G. Trowel exposed concrete surfaces to a smooth,dense finish,free of trowel marks,and uniform in texture and appearance.Provide positive slope for water runoff to perimeter of concrete base. 3.2 FLAGPOLE INSTALLATION A. General:Install flagpoles where indicated and according to Shop Drawings and manufacturer's written instructions. B. Foundation Tube:Place flagpole in tube,seated on bottom plate between steel centering wedges,and install hardwood wedges to secure flagpole in place.Place and compact sand in foundation tube and remove hardwood wedges. Seal top of foundation tube with a 2-inch(50-mm)layer of elastomeric joint sealant and cover with flashing collar. END OF GROUND SET FLAGPOLE SECTION Permit Set 1075 16-4 September 28,2023 Ground Set Flagpoles City of Arlington DIVISION 13 Smokey Point Community Park SECTION 13 3420 Bid No: INFILL SCREEN WALL PAGE 1 OF 4 13 3420—INFILL SCREEN WALL PART 1—GENERAL 1.1 DESCRIPTION .1 General Requirements are part of this specification and shall apply as if repeated here. .2 Work includes: 1 Prefabricated Infill Screen Wall assemblies, complete, including structural framing, panels, and hardware for New or Replacement Installations. .2 Infill Screen Wall Anchorage. .3 Related work not included: .1 Substrates 1.2 COORDINATION 1 Coordinate installation of anchorages for Infill Screen Walls. Submit setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors that are to be embedded in concrete.Deliver items to Project site in time for installation. .2 Coordinate installation of Infill Screen Wall assemblies with adjacent construction to ensure that adjacent construction is protected from damage by the work of this Section. .3 Where Infill Screen Wall assemblies are used at electrical transformers,coordinate installation with owner of the transformers for proper electrical grounding of Infill Screen Walls. 1.3 DESIGN REQUIREMENTS 1 Thermal Movements: Allow for thermal movements from ambient and surface temperature changes by preventing buckling, opening of joints, overstressing of components, failure of connections, and other detrimental effects.Base calculations on surface temperatures of materials due to both solar heat gain and nighttime sky heat loss. .1 Temperature Change(Range): 120 deg F,ambient; 180 deg F,material surfaces. 1.4 SAMPLES .1 Submit samples in accordance with Division 1 Section,Submittals. .2 Submit duplicate,minimum 3-inch x 5-inch samples of each color selected. 1.5 SHOP DRAWINGS .1 Submit shop drawings in accordance with Division 1 Section,Submittals. .2 Indicate elevations,profiles,dimensions and thickness of panels. Permit Set 13 3420-1 September 28,2023 Infill Screen Wall City of Arlington DIVISION 13 Smokey Point Community Park SECTION 13 3420 Bid No: INFILL SCREEN WALL PAGE 2 OF 4 .3 Indicate location and detail of joints including joints necessary to accommodate thermal movement. .4 Show fastening and anchoring details. .5 Coordination Drawings: For Infill Screen Wall assemblies that house items specified in other Sections. Show dimensions of housed items, including locations of housing penetrations and attachments, and necessary clearances. 1.6 LEED SUBMITTALS: 1 Product Data for Credit MR 4: For products having recycled content, documentation indicating percentages by weight of postconsumer and preconsumer recycled content. Include statement indicating cost for each product having recycled content. 1.7 PRODUCT DELIVERY,HANDLING AND STORAGE 1 Product shall be received in solid wood crates fabricated to fit product dimensions. .1 Content shall be packaged and delivered in accordance with manufacturer specification. .2 Protect finish and edges using a plastic film adhered to prefinished components in accordance with manufacturer's recommendations. .3 Store components and materials in accordance with manufacturer's recommendations. 1.8 WARRANTY .1 Submit manufacturer's written warranty covering failure of factory-applied exterior finish within the warranty period.Warranty period for finish: One year after the date of Substantial Completion. PART 2—PRODUCTS 2.1 MANUFACTURER OF INFILL SCREEN WALLS 1 Basis of design for Infill Screen Walls: Basis of this specification is Revamp Panels, LLC, www.revamFpanels.com 509.919.0460. Products: As Indicated. Products by others may be considered provided the product is submitted for approval in accordance with the Supplementary Instructions to Bidders and Division 1 Specifications,meets the specified requirements and in the opinion of the Architect, conforms to the general properties of the product listed,including color. .1 Infill Screen Wall Assembly Part No.: RISWYY-MMDDS 2.2 PROPERTIES OF INFILL SCREEN WALLS 1 Screen Panels: .1 Screen Panel: 0.125-inches(1 Iga.)with 1.50-inch formed return flange on all four(4)sides .2 Screen Panel Material:A36 Hot Rolled,Pickled and Oiled .3 Pattern Design: [As selected from Manufacturer's standard patterns] [Custom Design as indicated] Permit Set 13 3420-2 September 28,2023 Infill Screen Wall City of Arlington DIVISION 13 Smokey Point Community Park SECTION 13 3420 Bid No: INFILL SCREEN WALL PAGE 3 OF 4 .2 Slide Brackets: .1 Slide Bracket Thickness: 0.25-inch plate,formed into 3.25 x 2.25 channel .2 Slide Bracket Material:A36 Hot Rolled,Pickled and Oiled .3 Screen Wall Inline [and] [End]Posts: .1 Screen Wall Inline[and] [End]Post: 0.25-inch plate,formed into 4.00 x 2.50 channel .2 Screen Wall Inline[and] [End]Post Material:A36 Hot Rolled,Pickled and Oiled .4 Screen Wall Inline[and] [End]Posts: .1 Screen Wall Inline[and] [End]Post: 0.25-inch plate,formed into 4.00 x 2.50 channel .2 Screen Wall Inline[and] [End]Post Material:A36 Hot Rolled,Pickled and Oiled .5 Screen Wall Corner Posts: .1 Screen Wall Corner Post:0.25-inch plate,formed into 4.00 x 4.00 channel with 2.50 return flanges .2 Screen Wall Corner Post Material:A36 Hot Rolled,Pickled and Oiled .6 Baseplates: .1 Baseplate: 0.25-inch plate .2 Baseplate:A36 Hot Rolled,Pickled and Oiled .7 Flat Bar Supports: .1 Flat Bar Support: 0.25-inch plate .2 Baseplate:A36 Hot Rolled,Pickled and Oiled .8 (Optional)Cover(Inline and End Post ONLY): .1 Screen Wall Post Cover(Inline and End Post ONLY): 0.125-inch plate .2 Screen Wall Post Cover Material:A36 Hot Rolled,Pickled and Oiled 2.3 FABRICATION: .1 Infill Screen Walls shall be prefabricated,finished,and ready for installation .2 Slide Brackets shall be welded to Slide Plates,finished,and ready for installation .3 Screen Wall Inline Posts shall be welded to Baseplates,finished,and ready for installation .4 Flat Bar Supports shall be prefabricated,finished,and ready for installation .5 (Optional)Post Cover shall be prefabricated,finished,and ready for installation .6 All welds shall be continuous at all connections .7 All welds shall be watertight and ground smooth 2.4 FINISHES: .1 Finishes General:All components shall be factory finished before assembly .2 Unfinished Steel Panels:Hot Rolled,Pickled and Oiled .3 Cardinal Powder Coat: www.cardinalpaint.com .4 Cor-Ten®Steel: 1/8"A588 .5 Fasteners shall be Stainless Steel Permit Set 13 3420-3 September 28,2023 Infill Screen Wall City of Arlington DIVISION 13 Smokey Point Community Park SECTION 13 3420 Bid No: INFILL SCREEN WALL PAGE 4 OF 4 2.5 COLOR: 1 As selected from the manufacturer's standard color range .1 Steel Primer Coat:E396-GR1327"Gray Zinc Rich Primer"at min.2.0-2.5 mils. PART 3—EXECUTION 3.1 EXAMINATION .1 Examine work of other Sections upon which work of this Section depends. .2 Report any unsatisfactory conditions to Architect in writing. Do not start work until unsatisfactory conditions are corrected. 3.2 INFILL SCREEN WALL POST ASSEMBLIES 1 Screen Wall Posts and Slide Brackets shall be installed plumb, true, level and in alignment to established lines and elevations .2 Screen Wall Posts and Slide Brackets shall be pre-finished as indicated, free of distortion and surface imperfections,and uniform in color and gloss. .3 Where indicated on drawings or as required to complete work of this Section, furnish,and install closures, caps,fasteners and trims with finish matching panel finish. 3.3 INFILL SCREEN WALL PANELS .1 Install Screen Wall Panels plumb,true,level and in alignment to established lines and elevations. .2 Screen Walls Panels shall be mechanically fastened to Screen Wall Post and Slide Bracket assemblies. .3 Flat Bar Supports shall be mechanically fastened to Screen Wall Panels .4 Where indicated on drawings or as required to complete work of this Section,furnish and install closures, caps,fasteners and trims with finish matching panel finish. 3.4 CLEAN-UP .1 Remove protective film from components. .2 Clean exposed surfaces in accordance with manufacturer's instructions. .3 For powder-coated surfaces,repair and touch up minor surface damage with Cardinal DC 1 color matching high grade enamel, only where permitted by the Architect and only where appearance after touch-up is acceptable to Architect. .4 Replace damaged components that,in opinion of the Architect,cannot be satisfactorily repaired. END OF INFILL SCREEN WALL SECTION 13 3428 Permit Set 13 3420-4 September 28,2023 Infill Screen Wall City of Arlington DIVISION 13 Smokey Point Community Park SECTION 13 3470 Bid No: FABRICATED CONCRETE BUILDING PAGE 1 OF 10 13 3470—FABRICATED CONCRETE BUILDING 1.0 SCOPE This specification covers the construction and placing of the sectional precast concrete building. 2.0 SPECIFICATIONS ASTM C33 Concrete Aggregates ASTM C39 Method of Test for Compressive Strength of Cylindrical Concrete Specimens ASTM C94 Standard Specification for Ready-Mixed Concrete ASTM C 143 Method of Test for Slump of Concrete ASTM C150 Standard Specification for Portland Cement ASTM C172 Standard Practice for Sampling Freshly Mixed Concrete ASTM A185 Standard Specification for Steel Welded Wire Reinforcement,Plain,or Concrete ASTM C192 Method of Making and Curing Test Specimens in the Laboratory ASTM C231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C309 Standard Specifications for Liquid Membrane-Forming Compounds for Curing Concrete ASTM C494 Standard Specification for Chemical Admixtures for Concrete ASTM A615 Standard Specification for Deformed and Plain Carbon-Steel Bar for Concrete Reinforcement ASTM C618 Standard Specification for Coal Fly Ash and Raw or Calcine Natural Pozzolan for Use in Concrete ASTM C979 Standard Specification for Pigments for Integrally Colored Concrete ASTM D1557 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort ACI 211.1 Standard Practice for Selecting Proportions for Normal,Heavyweight,and Mass Concrete ACI 306 Cold Weather Concreting ACI 318 Building Code Requirements Structural Concrete and Commentary(includes Errata) PCI MNL 116 Quality Control for Plants and Production of Precast Prestressed Concrete Products 3.0 MANUFACTURER CRITERIA The manufacturer supplying the requested precast concrete flush facility must meet the following: A Manufacturer must be ISO 9001 certified at the time of bid. Permit Set 13 3470-1 September 28,2023 Fabricated Concrete Building City of Arlington DIVISION 13 Smokey Point Community Park SECTION 13 3470 Bid No: FABRICATED CONCRETE BUILDING PAGE 2 OF 10 B. Manufacturing plant must be PCI certified at the time of bid. C. Manufacturer must not have defaulted on any contract within the last five(5)years. D. Manufacturer must provide stamped,engineered drawings prior to acceptance. E. Manufacturer must be pre-approved prior to bidding. Permit Set 13 3470-2 September 28,2023 Fabricated Concrete Building City of Arlington DIVISION 13 Smokey Point Community Park SECTION 13 3470 Bid No: FABRICATED CONCRETE BUILDING PAGE 3 OF 10 F. Manufacturer must show four(4)examples of precast concrete flush facilities produced,installed and in use as an example of their ability to perform this contract. G. Manufacturer (CXT) shall provide a one (1) year warranty on all concrete components. The warranty is valid only when concrete is used within the specified loadings. Furthermore, said warranty includes only the related material necessary for the construction and fabrication of said concrete components. H. UL 752 Bullet Resistance on 4"thick concrete samples. Manufacturer meeting these criteria is: CXT Incorporated 6701 E.Flamingo Avenue,Building 300 Nampa,ID 83687 Phone 800-696-5766 4.0 DESIGN CRITERIA The flush building has been designed to individually meet the following criteria. Calculations and engineer's stamped drawings are available, for standard buildings, upon request by the customer and are for their sole and specific use only. The design criteria are to ensure that the flush building not only will withstand the forces of nature listed below, but to provide protection from vandalism and other unforeseen hazards. Building's structural and foundation design will be relevant to the region and properties associated with its final placement. Design will also meet all applicable accessibility and building code requirements.Buildings will also meet various structural loads such as below,but not limited to/or restricted by them. A. Roof Snow Load 1. The flush building is designed to withstand a 250 PSF snow load. B. Floor Load 1. The flush building is designed to withstand 400 PSF floor load. C. Wind Load 1. The flush building will withstand the effects of 150 miles per hour(3-second gust)wind exposure C. D. Earthquake 1. The flush building will withstand the effects of a seismic group l design category E earthquake. E. Additional Design Standards 1. The flush building is designed to meet the accessibility requirements put forth by federal, state,and local statutes. 2. The flush building is an all concrete design with a minimum 7/12 roof pitch.The flush building shall have a minimum 4"wall,4'h"roof,and 5"floor thickness. 3. All wall to floor interior surface seams shall have a minimum 1"radius coving made of high strength grout. + Recycled Material + LED Lighting Permit Set 13 3470-3 September 28,2023 Fabricated Concrete Building City of Arlington DIVISION 13 Smokey Point Community Park SECTION 13 3470 Bid No: FABRICATED CONCRETE BUILDING PAGE 4 OF 10 5.0 MATERIALS A. Concrete-General 1. The concrete mix design is designed to ACI 211.1 to produce concrete of good workability. 2. Concrete will contain a minimum of 675 pounds of cementitious material per yard.Cement is a low alkali type I/II or III conforming to ASTM C-150. 3. Coarse aggregates used in the concrete mix design will conform to ASTM C33 with the designated size of coarse aggregate#67. 4. Maximum water/cement ratio will not exceed.45. 5. Air-entraining admixtures will conform to ASTM C260.Water reducing admixtures will conform to ASTM C494,Type A. 6. If Self Compacting Concrete(SCC)is used,it must conform to ASTM C1611. B. Concrete Reinforcement 1. All reinforcing steel will conform to ASTM A615.All welded wire fabric will conform to ASTM A185. 2. All reinforcement is new,free of dirt,oil,paint,grease,loose mill scale and loose or thick rust when placed. 3. Details not shown on drawings or specified are to ACI318. 4. Steel reinforcement is centered in the cross-sectional area of the walls and will have at least 1'/4"of cover on the under surface of the floor. 5. The maximum allowable variation for center-center spacing of reinforcing steel is'h". 6. Full lengths of reinforcing steel are used when possible. When splices are necessary on long runs, splices are alternated from opposite sides of the components for adjacent steel bars. 7. Lap bars under#4 a minimum of 12"bar diameters. 8. Lap bars larger than#4 a minimum of 24"bar diameters. 9. Reinforcing bars are bent cold.No bars partially embedded in concrete are field bent unless approved by the customer. C. Caulking,Grout,Adhesive and Sealer 1. Caulking service temperatures from-40°F to+194°F. 2. Interior and exterior joints are caulked with a paintable polyurethane sealant. 3. Grout is a non-shrink type and are painted to match the color of surrounding concrete as nearly as possible. 4. Cement base coating is formulated with a very fine aggregate system and is a built-in bonding agent. D. Paint 1. All paints and materials will conform to all federal specifications or be similar"top-of-the-line- components." 2. Type of paints for toilets. d. Inside concrete surfaces. Permit Set 13 3470-4 September 28,2023 Fabricated Concrete Building City of Arlington DIVISION 13 Smokey Point Community Park SECTION 13 3470 Bid No: FABRICATED CONCRETE BUILDING PAGE 5 OF 10 I. Interior floors will be a chemical resistant urethane. The color will be gray. I I. Interior walls and ceilings will be a modified acrylic,water repellent penetrating stain. The color will be white followed by a clear acrylic anti-graffiti sealer. b. Metal surfaces both inside and out. I. DTM ALKYD. C. Exterior concrete surfaces. I. Exterior slab will be clear sealer. I I. Exterior walls and roof will be a water repellent penetrating stain in the same color as the walls or roof followed by a clear acrylic anti-graffiti sealer. E. Grab Bars 1. Grab bars will be 18-gauge,type 304 stainless steel with 1'/z"clearance.Grab bars will each be able to withstand 300-pound top loading. F. Toilet Paper Dispenser 1. Dispenser will be constructed of thick,type 304 stainless steel.Dispenser will be capable of holding three (3) standard rolls of toilet paper. Toilet paper holder fastening system will be able to withstand 300-pound top loading. G. Steel Doors 1. Doors will be flush panel type 13/4"thick,minimum 16-gauge galvanized steel,top painted with DTM ALKYD. 2. Door frames will be knockdown or welded type, single rabbet, minimum 16-gauge prime coated steel top painted with DTM ALKYD, width to suit wall thickness. Three (3)rubber door silencers will be provided on latch side of frame. H. Door Hinges 1. Door hinges will be three(3)per door with dull chrome plating 4'/z"x 4'/z",adjustable tension,and automatic closing for each door. I. Lockset 1. Lockset will meet ANSI A156.2 Series 4000, Grade 1 cylindrical lockset for exterior door. 2. Lever handle both inside and out. 3. Either handle operates latch unless outside handle is locked by inside push-button. 4. Push-button will automatically release when inside lever handle is turned or door is closed. 5. Emergency slot on exterior so door can be unlocked from the outside with a coin,screwdriver etc. 6. Inside lever always active. 7. U.S.26D finish. J. Dead Bolt 1. Certified ANSIBHMA A156.5-2001 Grade 1. 2. Heavy duty tamper resistant. 3. 23/4"backset. 4. U.S.26D finish. K Doorstop 1. Doorstop will be a dome style stop meeting ANSI 156.16. Permit Set 13 3470-5 September 28,2023 Fabricated Concrete Building City of Arlington DIVISION 13 Smokey Point Community Park SECTION 13 3470 Bid No: FABRICATED CONCRETE BUILDING PAGE 6 OF 10 L Double Coat Hook 1. Coat hook will be 304 stainless steel 16-gauge (1.5mm), formed construction with a satin finish and have �f6"x%"nail in anchor.Upper hook will extend at least 2'/z"from the wall. Lower hook will extend at least 11/4"from the wall. M. Door Sweep 1. Door sweep will be provided at the bottom of door and will be an adjustable brush type. N. Wall Vent 1. Wall vent will be crank operated allowing the unit to be opened or closed. Crank will be removable. Vent cover will be 14-gauge 304 stainless steel and anchored into the concrete wall with high strength anti-rust tap con fasteners.Vent to come with insect screen. Cover to be recessed a minimum 3/4"on exterior walls with a 45-degree bevel.Interior to be flush mounted.Wall vent will not protrude from the wall. O. Signs 1. Signs to have raised pictograms,letters,and braille to meet ADA. P. Windows 1. Window frames will be constructed from steel. 2. Window glazing will be�16"thick translucent pebble finished mar-resistant Lexan. 3. Windows to have 3/4"recess with 45-degree bevel. 4. Window frames to have vandal resistant fasteners. 5. Gable window to be 4 x 4 x'/4 tube steel. Q. Mirrors 1. Mirror to be 18"x 36"frameless 430 18-gauge stainless steel with#8 bright polish. R. Concession Section Window 1. Concession window to be heavy duty vandal resistant locking aluminum roll up window with serving counter and serving windows. S. Shower Section Benches 1. Shower benches to be heavy duty,type 304 satin finish stainless steel with phenolic slats. T. Plumbing Flush Section/Room 1. All fixtures to meet ANSI A112.19.2. 2. Plumbing will be concealed in the service area. 3. Flush valve—Concealed closet flush-o-meter constructed of rough brass.Furnish valve with integral vacuum breaker and wall mounted push button. Valve will be of a water saver type with a flow of 1.6 gallons per flush. 4. Hammer arrester—Installed on water line. 5. Hose bib—Available in the chase area. 6. Lavatory — Vitreous china with back splashguard, front overflow opening, equipped with brass trap and drainpipe without stopper. Sink will be 20" wide x 18" front to back x 53/4" deep with ADA trap cover. Optional stainless steel fixtures available. 7. Main shut-off valve and drain. Permit Set 13 3470-6 September 28,2023 Fabricated Concrete Building City of Arlington DIVISION 13 Smokey Point Community Park SECTION 13 3470 Bid No: FABRICATED CONCRETE BUILDING PAGE 7 OF 10 8. Toilet—Constructed of vitreous china,wall hung,with siphon jet action. Toilet will have a back spud for a concealed flush valve connection and will be mounted with the top ofthe seat 18"above the finished floor. Seat will be heavy duty solid plastic with an open front.Optional stainless steel fixtures available. 9. Trap primer distribution unit. 10. Waste and vent material—ABS or PVC plastic and will be plumbed to meet Uniform Building Codes. 11. Water material—Copper tubing Type L, hard drawn. A gate valve will be provided at the inlet end of the water line. All water lines will be of a size to provide proper flushing action based on a nominal water pressure of 40 psi. 12. Water valve—Self-closing water set with indexed push button. 13. Water heater—High efficiency commercial grade water heater(s)provided per code. U. Plumbing Shower Section/Room 1. Shower control unit — 14-gauge, type 304 stainless steel recessed shower panel with 2.5 gpm flow rate, pressure balancing valve,recessed soap dish and integral stainless steel shower head. 2. ADA Shower control unit— 14-gauge,type 304 stainless steel recessed shower panel with 2.5 gpm flow rate,pressure balancing valve,recessed soap dish,high low diverter valve,and high low integral stainless steel shower heads. 3. High efficiency commercial water heater provided. 4. Optional coin operated controls available. V. Plumbing Concession Section/Room 1. Three(3)compartment,304 18-gauge tub and top stainless steel sink with 9"back splash and 16-gauge galvanized steel legs. 2. Faucet to be double jointed,chrome plated swing spout. 3. High efficiency commercial grade water heater(s)provided per code. 4. Optional mop sink available. 5. Optional lavatory available. W. Electrical 1. All components are UL listed. 2. Breaker panel—SIZED to meet load requirements and mounted to meet electrical code. 3. Interior lighting—Vandal resistant fixtures with built-in occupancy sensor,energy efficient LED lights,and lifetime warranty. 4. Exterior lighting—Vandal resistant fixtures with built-in photoelectric switch,energy efficient LED lights. 5. Exhaust fans—All wet location motion activated with speed control in chase area to control CFM. 6. Wiring—Conduit,surface mounted in the service area and concealed in the user compartments.All wire will be copper. Permit Set 13 3470-7 September 28,2023 Fabricated Concrete Building City of Arlington DIVISION 13 Smokey Point Community Park SECTION 13 3470 Bid No: FABRICATED CONCRETE BUILDING PAGE 8 OF 10 7. GFI outlets provided per code requirements. 8. Optional warm air,ADA compliant,vandal resistant hand dryers available. 6.0 MANUFACTURE A. Finishing Concrete 1. All exterior building walls and exterior screen walls will be any one of the available textures. 2. All exterior surfaces of the roof panels will be cast to simulate any one of the available textures.The underside of the overhang will have a smooth finish. B. Cracks and Patching 1. Cracks in concrete components which are judged to affect the structural integrity of the building will be rej ected. 2. Small holes,depressions,and air voids will be patched with a suitable material. The patch will match the finish and texture of the surrounding surface. 3. Patching will not be allowed on defective areas if the structural integrity of the building is affected. 7.0 FINISHING AND FABRICATION A Structural Joints 1. Wall components will be joined together with two(2)welded plate pairs at each joint.Each weld plate will be 6"long and located one(1)pair in the top quarter and one (1)pair in the bottom quarter of the seam. Weld plates will be anchored into the concrete panel and welded together with a continuous weld. 2. The inside seams will be a paintable caulk. The outside seams will use a caulk in a coordinating building color or clear. 3. Walls and roof will be joined with weld plates,3"x 6"at each building corner. 4. The joint between the floor slab and walls will be joined with a grout mixture on the inside,a matching colored caulk on the outside and two(2)weld plates 6"long per wall. B. Painting/Staining 1. An appropriate curing time will be allowed before paint is applied to concrete. 2. Schedule of finishes. a. Inside concrete surfaces. i Inside floors will be one(1)coat of one(1)part water based chemical resistant urethane. Il Interior walls and ceilings will be two(2)coats of a modified acrylic,water repellent penetrating stain,followed by 1 coat of clear sealer. b. Metal surfaces both inside and out. l Two(2)coats of DTM ALKYD. C. Exterior concrete surfaces. i Exterior walls will be two(2)coats of water repellent penetrating stain in the same color as the walls or roof followed by one(1)coat of clear acrylic anti-graffiti sealer. Permit Set 13 3470-8 September 28,2023 Fabricated Concrete Building City of Arlington DIVISION 13 Smokey Point Community Park SECTION 13 3470 Bid No: FABRICATED CONCRETE BUILDING PAGE 9 OF 10 8.0 TESTING The following tests will be performed on concrete used in the manufacture of toilets.All testing will be performed in the CXT(PCI certified)laboratories.Testing will only be performed by qualified individuals who have been certified ACI Technician Grade 1. Sampling will be in accordance with ASTM C172. A. The air content of the concrete will be checked per ASTM C231 on the first batch of concrete.The air content will be in the range of 5.0%+/-2.0%. B. The compressive strength of the cylinders will be tested to ASTM C39. We will make one (1) cylinder for release,one(1)for seven(7)days and one(1)for 28 days.The release must be a minimum strength of 2500 psi, the 7-day must be a minimum of 4500 psi and the 28-day must be a minimum of 5000 psi. C. A copy of all test reports will be available to the customer as soon as 28-day test results are available. 9.0 INSTALLATION A. Scope of Work 1. Work specified under this section relates to the placement of the unit by CXT on customer prepared foundations.See Installation Specifications or by others. B. Location 1. It is the responsibility of the customer to: a. Provide exact location by stakes or other approved method. b. Provide clear and level site free of overhead and/or underground obstructions. See Installation Questionnaire for details. C. Provide access to the site for truck delivery and sufficient area for the crane to install and the equipment to perform the contract requirements. See Installation Questionnaire for details. d. Water,electrical,and sewage site connections to be placed per CXT drawings.Must be placed to easily connect to the building.See Installation Questionnaire for details. C. Compacting 1. The bottom of the area must be compacted after it has been dug out. After the base has been placed,it must be compacted as well. The bearing of the soil and base should be a minimum of 1,500 pounds per square foot. D. Base 1. After compacting the bottom of the area,a minimum of 6"thick and consist of 3/4"minus crushed rock(i.e. road base material) compacted to 95% of optimal density in accordance with ASTM D1557. Finished surface of sub-base shall be flat and level, with a maximum deviation of-'h", +0" from a true horizontal plane. 2. The base should be placed for support, leveling and drainage purposes, and also to limit frost action. The base must be confined so as to prevent washout,erosion,or any other undermining. E. Access to Site 1. Delivery to site made on normal highway trucks and trailers. If at the time of delivery conditions of access are hazardous or unsuitable for truck and equipment due to weather,physical constraints,roadway width or grade,CXT may require an alternate site with better Permit Set 13 3470-9 September 28,2023 Fabricated Concrete Building City of Arlington DIVISION 13 Smokey Point Community Park SECTION 13 3470 Bid No: FABRICATED CONCRETE BUILDING PAGE 10 OF 10 access provided to ensure a safe and quality installation. In any such case, additional costs for cranes, trucking,etc.will be charged to the account of the customer. See Installation Questionnaire for details. 10.0 WARRANTY—PRECAST DIVISION CXT provides a one (1) year warranty. CXT warrants that all goods sold pursuant hereto will, when delivered, conform to specifications set forth above. Goods shall be deemed accepted and meeting specifications unless notice identifying the nature of any non-conformity is provided to CXT in writing within the specified warranty.CXT,at its option,will repair or replace the goods or issue credit for the customer provided CXT is first given the opportunity to inspect such goods. It is specifically understood that CXT's obligation hereunder is for credit,repair,or replacement only, F.O.B. CXT's manufacturing plants, and does not include shipping, handling, installation or other incidental or consequential costs unless otherwise agreed to in writing by CXT. This warranty shall not apply to: 1. Any goods which have been repaired or altered without CXT's express written consent, in such a way as in the reasonable judgment of CXT,to adversely affect the stability or reliability thereof, 2 To any goods which have been subject to misuse,negligence,acts of God or accidents;or 3. To any goods which have not been installed to manufacturer's specifications and guidelines, improperly maintained,or used outside of the specifications for which such goods were designed. 11.0 DISCLAIMER OF OTHER WARRANTIES The warranty set forth above is in lieu of all other warranties, express or implied. All other warranties are hereby disclaimed. CXT makes no other warranty, express or implied, including, without limitation, no warranty of merchantability of fitness for a particular purpose or use. 12.0 LIMITATION OF REMEDIES In the event of any breach of any obligation hereunder,breach of any warranty regarding the goods or any negligent act or omission or any party,the parties shall otherwise have all rights and remedies available at law;however,IN NO EVENT SHALL CXT BE SUBJECT TO OR LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. END OF FABRICATED CONCRETE BUILDING SECTION 13 3470 Permit Set 13 3470-10 September 28,2023 Fabricated Concrete Building City of Arlington DIVISION 23 Smokey Point Community Park SECTION 23 8333 Bid No: ELECTRIC RADIANT HEATER PAGE 1 OF 6 HVAC Guideline Specifications 2100 Series Packaged High Intensity Infrared Radiant Gas Heater— Outdoor/Indoor Commercial/Industrial Applications Size Range: 35,000 and 50,000 Btuh Input Rating Model: Description Part#NG Part#LPG Input(Btuh) 2135 S/S Enclosure;Aluminum Egg Crate screen MO-2135-NG MO-2135-LP 35,000 2150 S/S Screen;Aluminized Covers MO-2150-NG MO-2150-LP 50,000 23 8333—ELECTRIC RADIANT HEATER Part 1—General 1.01 SYSTEM DESCRIPTION Outdoor/Indoor approved overhead mounted,electrically controlled patio and high intensity infrared radiant heating unit utilizing gas combustion as supplied by Schwank Ltd. 1.02 QUALITY ASSURANCE A. Heater will be tested,approved,and certified by CSA International in accordance with ANSI Z83.19b/CSA 2.35b High Intensity Gas-Fired Heaters(indoor use),and additionally in accordance with ANSI Z83.26/CSA 2.37 Outdoor Gas-Fired Patio Heaters(outdooruse). B. Each heater will be subjected to run testing on the assembly line. C. The heater will be warranted by the manufacturer for defects in material and workmanship for a period of 3 years on the burner body and ceramic tiles that comprise the burner panel,and 1 years on all other heater components. 1.03 DELIVERY,STORAGE,AND HANDLING Heater will be stored to secure against damage and handled per manufacturer's recommendations. Part 2—Product 2.01 EQUIPMENT(STANDARD) A. General: Factory assembled, single-piece infrared radiant heating unit for overhead mounted patio, space or area heating application. Supplied with the heater will be all necessary factory installed wiring, piping, and controls required prior to field installation and start-up. B. Heater Enclosure Construction: a. Exterior sheet metal enclosure components,and all interior sheet metal components exposed to direct heat from the burner will be constructed of 409 grade stainless steel. b. An interior sheet metal divider in the control compartment,and control mounting bracket will be constructed of high grade aluminized steel. c. All exposed surfaces of exterior sheet metal components will have a coating of high temperature flat black emissive coating. C. Burner Construction and Emitting Surface: Permit Set 23 8333-1 September 28,2023 Electric Radiant Heater City of Arlington DIVISION 23 Smokey Point Community Park SECTION 23 8333 Bid No: ELECTRIC RADIANT HEATER PAGE 2 OF 6 1. General: a. Burner body will be constructed of high grade aluminized steel b. The radiant surface will be comprised of a panel of porous ceramic burner tiles with indentation surface technology creating 372 indentations in the tile radiating surface that increases the emitting surface area by 50%. c. Ceramic tiles will have a homologous grid of approximately 3400 needled perforations that differ not more than+/-0.001 inch(0.03 mm)in diameter to create a homogeneous radiant surface. Permit Set 23 8333-2 September 28,2023 Elcctric Radiant Heater City of Arlington DIVISION 23 Smokey Point Community Park SECTION 23 8333 Bid No: ELECTRIC RADIANT HEATER PAGE 3 OF 6 d. Ceramic tiles will have machined perimeter edges so that the burner panel assembly requires no gasket material between contiguous tiles. e. The perimeter of the ceramic tile burner panel will be seated to the heater body utilizing an innocuous ceramic gasket material. f. The ceramic tile burner will attain an operating surface temperature of 1740°F(950°C).The ceramic tiles will be able to withstand temperatures of 18320F(1000°C).The ceramic tiles will have an inner porosity of 66%or more to ensure sufficient thermal insulation between radiant burner surface and mixing chamber. g. The gas/air fuel will be introduced to the burner mixing chamber through a single venturi located at one end of the mixing chamber. D. Controls and Safeties: 1. General: a. Each individual burner panel will have solid state direct spark ignition and flame sensor control that is dedicated to maintain and secure the operation of that burner panel b. Heater gas and ignition controls will be readily accessible for servicing. 2. Ignition and Flame Control: a. Heater will be complete with a low voltage(25Vac),solid state direct spark to pilot ignition and ionization flame sensing control module.Electrical Rating: 25Vac,60Hz with current rating of 0.2A at 25Vac b. Heater will be complete with an igniter/sensor with separate electrodes for spark ignition of pilot and flame sensing of burner. c. On call for heat the Fenwal 35-60 control will reset,perform a self check routine,flash the diagnostic LED for up to four seconds. The gas valve,pilot,and spark are energized commencing the trial for ignition period.When flame is detected during the trial for ignition,spark is shutoff immediately and the gas valve and pilot remain energized.The thermostat and main burner flame are constantly monitored to assure the system continues to operate properly.When the thermostat is satisfied and the demand for heat ends,or the power supply is interrupted,the gas valve is de- energized. d. Flame Failure-Multi Trial Ignition: Should the main burner fail to ignite,or the flame is not detected during the first trial for ignition period,the gas valve is de-energized and the control goes through an interpurge delay before another ignition attempt.The control will attempt two additional ignition trials before going into soft lockout and the valve relay is de-energized. e. If the thermostat continues to call for heat after 30 minutes the control will automatically reset and retrial the ignition sequence. Soft lockout and retrial will continue until the power supply is interrupted. g. To complete the direct spark to pilot ignition system the heater will incorporate a gas control,25Vac transformer,and: i) For space heating application an Infrared Setback Thermostat as supplied by the manufacturer of the heater ii) Or for outdoor patio heating a system control panel as supplied by the manufacturer of the heater Permit Set 23 8333-3 September 28,2023 Electric Radiant Heater City of Arlington DIVISION 23 Smokey Point Community Park SECTION 23 8333 Bid No: ELECTRIC RADIANT HEATER PAGE 4 OF 6 3. Gas Control: a. Heater will be complete with a direct ignition gas control with a manual valve,two automatic operators,and a pressure regulator Electrical Rating:24Vac,60Hz;draw 0.5A with both operators energized b. The gas control will have an inlet pressure tap and an outlet pressure tap to facilitate measurement of gas supply and manifold pressures during servicing. C. Heater will be complete with a'/z"pipe nipple and'/z"union with'/z"female NPT for connection to the gas supply. 4. Heater Zone Temperature Control: a. Space Heating:Each heater zone will be controlled by a 24 Vac infrared set-back thermostat (refer Part 4.01),or other 24 Vac thermostat as supplied by the manufacturer b. Outdoor Patio Comfort Heating:Heaters or heater zones will be controlled by a Patio Control Panel(refer Part 4.02)as supplied by the manufacturer 5. Indoor Installation Requirements and Mechanical Exhaust: a. Installation in Canada: i. Gas fired infrared radiant heating system installation will comply with the manufacturer's installation instructions,the current national Natural Gas and Propane Installation Code B 149.1 and all applicable local codes. ii. The gas fired infrared radiant heating system will be provided with mechanical ventilation at a rate of 300 cfin for each 100,000 Btuh system input or fraction thereof. The ventilation system will be interlocked so that any reduction of the ventilation rate will cause the shutdown of the interlocked heater or group of heaters. b. Installation in the USA: i. Gas fired infrared radiant heating system installation will comply with the manufacturer's installation instructions,the current National Fuel Gas Code,ANSI 223.1 standards,and all applicable local codes. ii. Natural or mechanical exhaust will be provided for the gas fired infrared radiant heating system at a rate of 4 cfm for every 1,000 Btuh of natural gas system input,or at a rate of 4.5 cfm for every 1,000 Btuh of propane gas system input. E. Electrical Requirements: a. Power supply wiring(25Vac,60Hz)will connect to the heater ignition module as per the wiring diagram in the manual supplied by the manufacturer. b. For each heater or zone of heaters the installer will provide a 120V/24V/60HZ transformer with a capacity of 40VA for the first heater plus 20VA for each additional heater in the zone. Part 3—Performance 3.01 Combustion Heater will ensure controlled surface combustion with complete conversion of fuel and clean combustion with resultant combustion products CO2, H2O, 02 and N2 and will produce limited volumes of noxious components CO(< 100 ppm)and NOx(<20 ppm) 3.02 Safety Clearances to combustibles in all directions will be defined individually per heater in the technical manual as certified by CSA international. 1. Model 2135 (35,000 Btuh input): a. When installed outdoors a minimum required clearance to combustibles will not exceed 13" above the heater when oriented in a horizontal mounting position,and will not exceed 17" above the heater when angle oriented up to 30'from horizontal mounting position Permit Set 23 8333-4 September 28,2023 Electric Radiant Heater City of Arlington DIVISION 23 Smokey Point Community Park SECTION 23 8333 Bid No: ELECTRIC RADIANT HEATER PAGE 5 OF 6 b. When installed indoors a minimum required clearance to combustibles will not exceed 18" above the heater when oriented in a horizontal mounting position,and will not exceed 20" above the heater when angle oriented up to 30'from horizontal mounting position 2. Model 2150(50,000 Btuh input): a. When installed outdoors a minimum required clearance to combustibles for will not exceed 16"above the heater when oriented in a horizontal mounting position,and will not exceed 20" above the heater when angle oriented up to 30'from horizontal mounting position b. When installed indoors a minimum required clearance to combustibles for will not exceed 21" above the heater when oriented in a horizontal mounting position,and will not exceed 25" above the heater when angle oriented up to 30'from horizontal mounting position 3.03 Energy Efficiency(Radiant Efficiency) The heater burner will produce and emit high intensity radiant heat energy.The radiant coefficient(radiant output in relation to heat input,corrected dry value)will not be less than 0.45(45%radiant heat output)for inputs up to 50,000 Btuh as tested and certified by CSA International according to ANSI Z83.19A-2002 CSA 2.35A-2002 B and/or European Standard EN 419-2(Test B methodology).The convection heat coefficient of the burner will not be more than 55%for inputs up to 50,000 Btuh. 3.04 Submissions-Proof of Performance The project submission will include written results of the radiant coefficient testing of the complete heater as produced by CSA International or other accredited certification test facility. If a proposed radiant heater is unable to attain the minimum 45%radiant coefficient,a proposal submission will include: I • Written results from a Nationally Recognized Testing Laboratory(NRTL)for certification stipulating the radiant coefficient of the proposed heater I • The required quantity and input rating of the proposed radiant heater to attain the necessary radiant heat to the floor to satisfy the heating design condition of the specified radiant hearing system • The hourly gas consumption rate and resultant volumes of the products of combustion CO2,CO and NOx of the proposed radiant heater to enable comparison to the specified radiant heater Part 4—Accessories/Ancillaries 4.01 Temperature Control:Indoor Space Heating A. GENERAL Infrared Setback Thermostat will sense both infrared radiant temperature and ambient temperature to realize accurate comfort control.The setback feature will automatically reduce the set operating temperature by 9F°(5C°)when area lighting level is reduced due to an unoccupied condition. a. The thermostat will be comprised of a metal dome that will attach to a mounting plate using two metal screws.All control circuitry and comfort temperature selection controls will be mounted inside of the metal dome enclosure to protect the circuitry and provide resistance to tampering with temperature settings. i. Optionally tamper proof screws for mounting of the metal dome to the mounting plate will limit access to thermostat settings to authorized personnel with access to the special tool required to manipulate the screws b. The thermostat will sense both infrared and ambient temperature and average the two to maintain the comfort temperature setting within the heat zone Permit Set 23 8333-5 September 28,2023 Electric Radiant Heater City of Arlington DIVISION 23 Smokey Point Community Park SECTION 23 8333 Bid No: ELECTRIC RADIANT HEATER PAGE 6 OF 6 c. The thermostat will incorporate automatic temperature setback of 9F°(5C°)during an unoccupied condition.A photoconductive cell will be used to sense occupancy within the heater zone by sensing illumination.Resumption of the occupied state illumination level will return thermostat temperature control to full comfort setting.A switching mechanism will allow calibration of the photoconductive cell to the base illumination level for occupied status.A switching mechanism within the thermostat will allow for disabling of the temperature setback feature. d. The thermostat mounting plate will attach to a standard 4"x 4"octagonal electrical box. e. Electrical rating:24 Vac 4,02 Heater Control: Outdoor Patio Heating Application A. GENERAL A Patio Control Panel will provide individual On/Off control for each heater or each heater zone. MODELS: PCP-4 up to 4 Heaters or Zones Part#: JM-0204-NT PCP-8 up to 8 Heaters or Zones Part#:JM-0208-NT PCP-12 up to 12 Heaters or Zones Part#:JM-0212-NT a. ELECTRICAL:The Patio Control Panel will provide 24 Vac power to the heaters.The installer will provide a 120V/24V/60HZ transformer with a minimum capacity of 40VA for the first heater plus 20VA for each additional heater to be controlled by the panel. 4,03 Other Heater Ancillaries A. Gas Connection 1.Each heater will be connected to the gas supply piping using an approved'/z"x 24"stainless steel flexible gas connector(JL-0771-XX)as supplied by the manufacturer of the heater. B. Mounting Options: a. Standard: The heater is supplied with a top cover that facilitates mounting of the heater using chain or rod b. Wall Mount Bracket: Optional bracket(JP-2100-MB)facilitates mounting of the heater to a wall surface C. Wall Mount Arm: Optional Mounting Arm assembly(JP-2300-MK)extends theheater location 30 inches from a wall or ceiling mounting surface d. Post Mount Bracket: Optional Post Mount Bracket(JP-2300-PK)facilitates mounting of the heater on a 4 inch diameter post(post field supplied by others) END OF ELECTRIC RADIANT HEATER SECTION 23 8333 Permit Set 23 8333-6 September 28,2023 Electric Radiant Heater City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 00 10 Bid No: ELECTRICAL PROVISIONS PAGE 1 OF 14 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and other Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section includes furnishing materials,equipment,labor,supervision,tools and items necessary for the construction,installation,connection,testing and operation of electrical work for this project,as shown on the Drawings and defined of Division 26 of the Specifications. 1.3 CERTIFICATIONS A. By submitting a bid for the electrical Work,the Contractor certifies that they have carefully examined the Drawings, Specifications,and all subsequent Addenda,have visited the site,and are familiar with all conditions and requirements of the Work,agree to furnish all material,labor,equipment and services, including all scheduled allowances,necessary to complete the construction of Work,according to the requirements of the Contract Documents. 1.4 DEFINITIONS A. Accessible: Arranged so that an average size man may complete any service required without disassembly, destruction,or damage to the surround installation of item being serviced. B. Codes: Codes,rules,and ordinances. C. Concealed: Spaces out of sight.For example,above ceilings,below floors,between double walls,furred-in areas,pipe and duct shafts,and similar spaces. D. Contractor:As used of Division 26 sections,means the electrical subcontractor. E. Direct Buried:Installed underground without encasement in concrete or other protective material. F. Enclosure: The case or housing of an apparatus,or the fence or wall(s)surrounding an installation,to prevent personnel from accidentally contacting energized parts or to protect the equipment from physical damage. G. Emergency Systems:Those systems legally required and classed as emergency by municipal,state,federal, or other codes,or by any governmental agency having jurisdiction that are designed to ensure continuity of lighting,electrical power,or both,to designated areas and equipment in the event of failure of the normal supply for safety to human life. H. Exposed,Interior Installations: Exposed to view indoors. Examples include finished occupied spaces and mechanical equipment rooms. I. Exposed,Exterior Installations: Exposed to view outdoors or subject to outdoor ambient temperatures and weather conditions. Examples include rooftop locations. J. Finished Spaces: Spaces other than mechanical and electrical equipment rooms,furred spaces,pipe and duct shafts,unheated spaces immediately below roof,spaces above ceilings,unexcavated spaces, crawlspaces,and tunnels. Permit Set 26 00 10-1 September 28,2023 Electrical Provisions City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 00 10 Bid No: ELECTRICAL PROVISIONS PAGE 2 OF 14 K. Furnish: Supply and deliver to the project site. L. Install: To place in position for service or use. M.Jacket:A continuous nonmetallic outer covering for conductors or cables. N. Luminaire:A complete lighting unit consisting of a light source such as a lamp,together with the parts designed to position the light source and connect it to the power supply.It may also include parts to protect the light source or the ballast or to distribute the light. O. Provide:Furnish and install for a complete,finished,and operable system and ready for intended use. P. Shop Drawings:Document which fully details equipment and intended installation relative to this specific Project. Q. Sheath:A continuous metallic covering for conductors or cables. R. Submittals: Written and graphic information and physical samples that require Engineers responsive action. S. Substitutions: Changes in products,materials,equipment,and methods of construction from those required by the Contract Documents and proposed by Contractor. T. Work: Entire scope required by the contract documents. 1.5 ABBREVIATIONS AC Armored cable. AHJ Authorities Having Jurisdiction ANSI American National Standards Institute ASTM American Society for Testing and Materials CATV Coaxial general-purpose cable. CM Communications general-purpose cable. CMG Communications general-purpose cable. CMP Communications plenum cable. CMR Communications riser cable. CMUC Under-carpet communications wire and cable. CMX Communications cable,limited use. EMT Electrical metallic tubing. ENT Electrical nonmetallic tubing. ETL Environmental Technology Laboratory FM Factory Mutual Engineering Corporation FMC Flexible metal conduit. FMT Steel flexible metallic tubing. FNMC Flexible nonmetallic conduit. IBC International Building Code IMC Steel electrical intermediate metal conduit. LFMC Liquidtight flexible metal conduit. LFNC Liquidtight flexible nonmetallic conduit. MC Metal-clad cable. MV Medium-voltage cable. NEC National Electrical Code,NFPA 70 NECA National Electrical Contractor's Association Permit Set 2600 10-2 September 28,2023 Electrical Provisions City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 00 10 Bid No: ELECTRICAL PROVISIONS PAGE 3 OF 14 NEMA National Electrical Manufacturer's Association NFPA National Fire Protection Association OFC Conductive optical fiber general-purpose cable. OFCG Conductive optical fiber general-purpose cable. OFCP Conductive optical fiber plenum cable. OFCR Conductive optical fiber riser cable. OSHA Occupational Safety and Health Administration PV Photovoltaic cable. PVC Rigid PVC conduit. PVC-40 Schedule 40 rigid PVC conduit. PVC-80 Schedule 80 rigid PVC conduit. RGS Rigid Galvanized Steel conduit. RMC Rigid Metal conduit. SE Service-entrance cable. THHN Thermoplastic,heat-resistant cable with nylon jacket outer sheath. THHW Thermoplastic,heat-and moisture-resistant cable. THWN Thermoplastic,moisture-and heat-resistant cable with nylon jacket outer sheath. UL Underwriters Laboratories Inc. USE Underground service-entrance cable. XHHW Cross-linked polyethylene,heat-and moisture-resistant cable. 1.6 CODES,PERMITS,STANDARDS,INSPECTIONS,FEES A. Obtain permits and inspections and pay fees required by Federal,State and Local authorities having jurisdiction. B. Work and materials shall be in accordance with requirements of all applicable codes,rules,and ordinances. C. Conform to applicable industry standards,such as ANSI,UL,ETL and other standards as noted. D. Nothing in the Drawings or Specifications shall be construed to permit work not in conformance with codes,rules,and regulations. E. Where Drawings or Specification call for material or construction of a better quality or larger sizes than required by the codes,rules and regulations,the provisions of the Drawings or Specifications shall take precedence over requires of the codes,rules,and regulations. F. Notify the Architect/Engineer of deviations in the Contract Documents to code requirements prior to installation of the Work. Include in the work changes due to the requirement of code enforcing agencies at no additional cost to the owner. 1.7 ALTERNATES A. See Bid Form and Alternates described in Division 01 for possible effects on work of Division 26. 1.8 SUBSTITUTIONS A. Comply with Division 01 and with additional requirements indicated in this article. B. Where"Manufacturer"paragraphs include the word"Approved",approval of the proposed substitution is required. The Architect/Engineer is the sole judge of quality of proposed substitution. C. Where"Manufacturer"paragraph does not include the word"Approved",substitution is not allowed. Permit Set 26 00 10-3 September 28,2023 Electrical Provisions City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 00 10 Bid No: ELECTRICAL PROVISIONS PAGE 4 OF 14 D. Architect/Engineer will consider Contractor's request for substitution when the following conditions are satisfied. When the Architect/Engineer approves a substitution,the approval is given with the understanding that the following requirements are satisfied. If the following conditions are not satisfied, Architect/Engineer will return requests without action,except to record noncompliance with these requirements: 1. Substitution request is fully documented and properly submitted. a. Requested substitution is consistent with the Contract Documents and will produce indicated results. b. Requested substitution provides sustainable design characteristics that specified product provided. c. Substitution request is submitted prior to bid. d. Requested substitution will not adversely affect Contractor's construction schedule. e. Requested substitution will not increase cost to owner. f. Requested substitution has received necessary approvals of authorities having jurisdiction. g. Requested substitution is compatible with other portions of the Work. h. Requested substitution has been coordinated with other portions of the Work. i. Requested substitution provides specified warranty. j. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products,and is acceptable to all contractors involved. k. "Manufacture paragraphs include the words"Approved". E. Substitution following bid will be allowed only when changes proposed by Contractor are required due to changed Project conditions,such as unavailability of product,regulatory changes,or unavailability of required warranty terms. F. Substitutions for convenience are not allowed. 1.9 SUBMITTALS A. General Submittal Procedure Requirements: Comply with Division 01 and with additional requirements indicated in this article. B. Contractor shall plan for a minimum of a 10-business day submittal review and commentary time period. Contractor shall schedule their submittal documents accordingly. Major equipment or long lead submittals shall include time for resubmittal in the event equipment as submitted is not in conformance with contract documents. C. Partial submittals,or submittals not meeting formatting requirements will be returned unreviewed. The following are the acceptable submittal packages. 1. Underground Product Data for Early Site Work. Permit Set 26 00 10-4 September 28,2023 Electrical Provisions City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 00 10 Bid No: ELECTRICAL PROVISIONS PAGE 5 OF 14 a. Long Lead Time Product Data(If required). b. All Division 26 Product Data. c. All Division 27 Product Data. d. All Division 28 Product Data. e. Control Engineering/Shop Drawings. f. Shop Drawings. g. Delegated Design Submittals. h. Coordination Drawings. D. Product Data: Collect information into a single submittal for each division. 1. Submit prior to fabrication and delivery. a. Mark each copy of each submittal to show which products and options are applicable. b. Submit as specified in individual specification sections. c. Submit Product Data in the following format: d. PDF electronic file. 1) Separate file for Fire Suppression,Plumbing,and HVAC system. Bookmarks provided for each spec section and product. Bookmark names for each product shall be"Spec Section_Paragraph Number Product Name." 2) Include cover page with system,project,general contractor,mechanical contractor,architect, engineer and date of project final completion. E. Shop Drawings: Prepare Project-specific information,drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. 1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: a. Submit as specified in individual specification sections. b. Equipment clearances. c. Details and their locations. d. Coordination with other trades. e. Seal and signature of professional engineer if specified. £ AutoCAD floor plan backgrounds are available in electronic format if requested from the Architect/Engineer. Permit Set 26 00 10-5 September 28,2023 Electrical Provisions City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 00 10 Bid No: ELECTRICAL PROVISIONS PAGE 6 OF 14 2. Sheet Size: Submit Shop Drawings on sheet size to match Contract Document sheet size. a. Sheet Scale: Submit Shop Drawing at scale no smaller than Contract Document scale. b. Submit Shop Drawings in the following format: c. PDF electronic file. F. Delegated-Design Submittals: Contractor shall provide professional design/engineering services,and shall include respective fees in bid,where delegated-design submittals are indicated in the contract documents. Provide products and systems complying with specific performance and design criteria indicated. In addition to Shop Drawings,Product Data,and other required submittals,submit certificate,signed and sealed by the responsible design professional,for each product and system specifically assigned to Contractor to be designed or certified by a design professional. G. Coordination Drawing Submittals: Comply with requirements specified in Division 01 and as specified in specific Division 26 specification sections. H. Maintenance Data: Comply with requirements specified in Division 01 and the Article"Operation and Maintenance Manuals"in this specification. I. Project Record Documents: Comply with requirements specified in Division 01 and the Article"Project Record Documents"in this specification. J. Qualifications Data,Certificates,and Test Reports: Comply with requirements specified in Division 01 and as specified in specific Division 26 specification sections. K. Approval: The acceptance of a manufacturers name or product by the Architect/Engineer does not relieve the Contractor of the responsibility for providing material and equipment which complies in all details with the requirements of the contract documents. 1.10 PRODUCT DELIVERY STORAGE AND HANDLING A. Deliver,store,and handle products using means and methods that will prevent damage,deterioration,and loss,including theft and vandalism. Comply with manufacturer's written instructions. B. Delivery and Handling: 1. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting,and installing. a. Inspect products on delivery to determine compliance with the Contract Documents and to determine that products are undamaged and properly protected. C. Storage: 1. Store products to allow for inspection and measurement of quantity or counting of units. a. Store products that are subject to damage by the elements,under cover in a weathertight enclosure above ground,with ventilation adequate to prevent condensation. Permit Set 26 00 10-6 September 28,2023 Electrical Provisions City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 00 10 Bid No: ELECTRICAL PROVISIONS PAGE 7 OF 14 b. Comply with product manufacturer's written instructions for temperature,humidity,ventilation, and weather-protection requirements for storage. c. Protect stored products from damage and liquids from freezing. d. Cover open ends of equipment and work during storage and construction. 1.11 COORDINATION A. Each contractor shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work. Each contractor shall coordinate its operations with operations,included in different Sections that depend on each other for proper installation, connection,and operation. B. Failure to coordinate work with other contractors is considered sufficient cause to alter the work,at no cost to the Owner. C. Contractor is required to attend and participate in project coordination meetings. D. Provide offsets and perform rerouting to fit Work in available space. Include provisions for such requirements in bid. E. Existing Conditions: 1. Existing Work shown is based on existing drawings as available and on limited project site observations to the extent possible. Field verify existing conditions prior to commencement of work. a. Installation of electrical work will require openings, removal, and replacement of existing general construction to match existing. Include provisions for such requirements in bid. F. Beam penetrations to support electrical scope of work shall not be allowed. However,where deemed required due to space constraints,contractor shall be responsible for beam penetration coordination as they relate to the electrical work. Submit sizes and locations to the structural engineer for review and determination of structural details. 1.12 ELECTRONIC 3D COORDINATION A. Contractor shall provide a 3-dimensional building model or a building information model(BIM)of the following systems: 1. Conduits 2-inches and larger. 2. Conduits in support racks or groups of four or more,including structural supports. 3. Pull boxes. 4. Electrical Equipment. 5. Disconnect switches. 6. Luminaires and lighting control devices. 7. Cable tray. Permit Set 26 00 10-7 September 28,2023 Electrical Provisions City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 00 10 Bid No: ELECTRICAL PROVISIONS PAGE 8 OF 14 8. Data/telecommunication devices. 9. Security/Intrusion/Access control devices. 10.Audio visual devices. 11.Fire alarm devices and equipment. B. The 3-dimentional building model shall be compatible with the clash detection software utilized by the General Contractor. C. Contractor shall utilize the clash detection software to determine field conflicts by comparing the 3- dimensional building models of the other systems. Contractor shall provide offsets and perform rerouting to fit Work in available space. Include provisions for such requirements in bid. D. Contractor is required to attend and participate in meetings to coordinate work on site utilizing visual representation of a 3-dimensional building model. Meeting participation is required until conflicts are resolved. E. Once conflicts in the 3-dimensional building model are resolved,contractor shall use the model to develop 2-dimensional shop drawings. F. Work shall not commence until the 3-dimensional building model has been reviewed with subcontractors in the presence of the Architect and Engineers. 1.13 WORKMANSHIP A. Work shall be in accordance with trade best practices. Failure to provide acceptable workmanship is sufficient cause to alter the work,at no cost to the owner. 1.14 DRAWINGS AND SPECIFICATIONS A. Drawings are diagrammatic and show only approximate locations of electrical equipment. Do not scale the drawings. Take measurements from building or site and verify with other Contract Documents. B. Drawings are diagrammatic for document clarity and do not indicate all required accessories that may be required. Carefully investigate the finish conditions that would affect the work to be performed and arrange such work accordingly,providing required accessories to meet such conditions. Provide required accessories in bid. No additional costs shall be charged to Owner for additional accessories required to install the electrical systems shown on the drawings. C. It is the responsibility of the Contractor to provide equipment that fits into the space allotted and allows adequate acceptable clearances for installation,replacement,entry,servicing,and maintenance. 1.15 MATERIALS A. Products of any one classification which are used in quantity shall be of a single manufacturer. B. Products shall be installed in accordance with the manufacturer's recommendations. C. Products shall be installed in strict accordance with governing codes and ordinances. Permit Set 26 00 10-8 September 28,2023 Electrical Provisions City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 00 10 Bid No: ELECTRICAL PROVISIONS PAGE 9 OF 14 D. Where two or more manufactures are listed in the specification but not on the drawings,the first mentioned was used as the basis of design. E. Where other than the basis of design product is selected,product shall be equal to or superior to the basis of design product in appearance,function,performance,quality,local support and shall meet requirements of the plans and specifications. It is the Contractor's responsibility,in coordination with the supplying authorized manufacturer representative,to ensure contract document requirements are met. Listing of an approved equal manufacturer does not relieve them of contractual responsibilities in the event they cannot meet the requirements of the contract documents. F. Where other than the basis of design product is selected,Contractor is responsible for cost of resulting additional work,coordination with other trades,and redesign of associated building systems as required to accommodate selected product. This shall include,but is not limited to,structural upgrades,mechanical system modifications,impacts to construction sequencing,shop drawing or BIM layout coordination, controls or other. G. Equipment layout is based on basis of design product. Where other than the basis of design product is selected,Contractor is responsible for verifying equipment will fit within available space and meet code and manufacturer required clearances. H. Materials within plenums shall be noncombustible or shall have a flame spread index of not more than 25 and a smoke-developed index of not more than 50 when tested in accordance with ASTM E 84 or UL 723. I. Whenever UL listed standards exist for equipment with electrical components,provide UL listed equipment.Otherwise provide equipment certified by the manufacturer as complying with UL standards for similar items. 1.16 DEMOLITION A. Provide demolition work required in existing building for removal of existing electrical equipment,conduit, and wiring and for installation of new equipment,conduit,and wiring. Remove/replace or reinstall existing equipment,conduit,and wiring as required by demolition to provide a complete and operational system. B. Remove and dispose of existing materials indicated on the Drawings to be removed. Drawings are based on field observation and existing record drawings. Field verify information is as shown on drawings. Report discrepancies to the Architect/Engineer before disturbing existing installation. C. Where existing conduit is removed,remove back to source. Cap conduit behind surfaces so concealed. Remove unused conduit in walls to be demolished,and cap remaining conduit above ceiling or below finished floor so concealed. D. Where electrical equipment and conduit are removed and the surrounding surfaces and finishes are to remain,repair or replace surfaces with materials in conformance with other sections of this specification. Where not specified,repair or replace to match existing condition. E. Provide temporary connections to maintain existing systems in service during demolition. F. Do not reuse existing products unless indicated on the Drawings. G. The owner has the right to retain ownership of any materials being removed. Deliver items to the Owner's Representative as indicated in the Contract Documents. Notify owner in writing at least 7 days in advance of demolition. Permit Set 26 00 10-9 September 28,2023 Electrical Provisions City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 00 10 Bid No: ELECTRICAL PROVISIONS PAGE 10 OF 14 1.17 EXISTING CONDITIONS A. Where permitted or required in the Instructions to Bidders,visit the site prior to bidding to become familiar with existing conditions and other factors which may affect the execution of the Work. B. Demolition work required is noted on the Drawings. Specific scope of demolition work and operating conditions to be encountered shall be verified from on-site review and coordination with the Owner. Maintain service to existing equipment and devices to be retained in area adjacent to the existing areas scheduled for renovation. C. Be aware of restricted space for installation of electrical systems.Include offsets and perform rerouting and coordination to fit elements in available space.Include provisions for such requirements in bid. D. Coordinate attachments to structure to verify that attachment points on equipment and structure can accept seismic,weight,and other loads imposed. E. Special Protection: Exercise maximum precaution to provide positive protection for the existing building and equipment from damage of any kind.Mark and protect equipment and systems from the activities of other trades. F. Cutting and Patching: Conform to the requirements of Division 01. Keep cutting and patching to a minimum.Finish materials to match existing work. G. Measurements:Verify field measurements for equipment space requirements prior to submitting Shop Drawings for approval. H. Roughing-In Dimensions: Obtain roughing-in dimensions for equipment from approved Shop Drawings or actual equipment measurements. 1. Manufacturer's Installation Instructions:Follow manufacturer's written instructions where furnished.If the details are in conflict with the Drawings,notify Engineer for resolution. J. Accessibility: Install products which require periodic maintenance readily accessible location. K. Rejected Materials: Remove damaged or rejected materials from the site. 1.18 DEMONSTRATION A. Subject system to operating tests as to demonstrate that systems will operate as indicated in the Contract Documents. If tests do not demonstrate satisfactory performance,correct deficiencies and retest systems. B. Unless otherwise directed by the Architect/Engineer,perform in presence of the Architect/Engineer and Owners Representative. Give 1 week notice prior to demonstration. 1.19 PROJECT RECORD DOCUMENTS A. General Record Document Requirements: Comply with Division 01 and with additional requirements indicated in this article. B. Record Drawings: 1. Record Prints: Maintain one set of black-line white prints of the Contract Drawings and Shop Drawings, incorporating new and revised drawings as modifications are issued. Permit Set 2600 10-10 September 28,2023 Electrical Provisions City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 00 10 Bid No: ELECTRICAL PROVISIONS PAGE 11 OF 14 a. Preparation: Mark record prints to show the actual installation where installation varies from that shown originally. b. Content: Types of items requiring marking include,but are not limited to,the following: 1) Locations and depths of underground conduit. 2) Revisions to routing of conduit. 3) Actual equipment locations. 4) Homerun locations. 5) Changes made by Change Order,Construction Change Directive. 6) Changes made following Architect/Engineer's written orders. c. Mark record sets with red-colored pen. Use other colors to distinguish between changes for different categories of the Work at same location. d. Note Construction Change Directive numbers,alternate numbers,Change Order numbers,and similar identification,where applicable. e. Keep marked up drawings readily available at project site. 2. Record Digital Data Files: Immediately before inspection for Certificate of Substantial Completion, review marked-up record prints with Architect/Engineer. C. Record Specifications 1. Record Prints: Maintain one set of marked-up paper copies of the Contract specifications as modifications are issued. a. Preparation: Mark record prints to show the proprietary name and model number of products, materials and equipment furnished,including substitutions and products selected. b. Note Construction Change Directive numbers,alternate numbers,Change Order numbers,and similar identification,where applicable. 2. Record Digital Data Files: Immediately before inspection for Certificate of Substantial Completion, review marked-up record prints with Architect/Engineer. D. Record Product Data 1. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal. a. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. b. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation. Permit Set 26 00 10-11 September 28,2023 Electrical Provisions City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 00 10 Bid No: ELECTRICAL PROVISIONS PAGE 12 OF 14 c. Note related Change Orders,and record Drawings where applicable. 2. Format: Submit record Product Data as annotated PDF electronic file. a. Include record Product Data directory organized by Specification Section number and title, electronically linked to each item of record Product Data. E. Recording and Maintenance 1. Recording: Maintain one copy of each submittal during the construction period for project record document purposes. Post changes and revisions to project record documents as they occur; do not wait until end of Project. a. Maintenance of Record Documents and Samples: Store record documents and Samples in the field office apart from the Contract Documents used for construction. Do not use project record documents for construction purposes. Maintain record documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to project record documents for Architect/Engineer's reference during normal working hours. 1.20 OPERATION AND MAINTENANCE MANUALS A. Comply with Division 01 and with additional requirements indicated in this article. B. Include operation and maintenance information for all equipment. C. Collect information into a single submittal for each division. D. Submit in PDF electronic file format. Bookmarks provided for each section. Bookmark names for each section shall be"Section Name Product Name." E. Submit Product Data in the following format: 1. PDF electronic file. a. Separate file for Division 26, 27, and 28. Bookmarks provided for each category and product. Bookmark names for each product shall be"Category_Product Name." b. Include cover page with system,project,general contractor,electrical contractor,architect,engineer, and date of project final completion. F. Include the following categories: 1. Product data(compiled final submittal package). a. Parts list: Include local source of parts. b. Start-up procedures and completed start-up forms. c. Operation data. d. Maintenance schedule and procedures. e. Repair procedures and sources. Permit Set 2600 10-12 September 28,2023 Electrical Provisions City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 00 10 Bid No: ELECTRICAL PROVISIONS PAGE 13 OF 14 f. Troubleshooting guide. g. Service contracts. h. Field quality control test reports. i. Warranties. 1.21 TRAINING A. Comply with Division 01 and with additional requirements indicated in this article. B. Training shall not commence until the completion of the Division 26,27,and 28 installation and the Operation and Maintenance manual review and approval. C. Conduct hands on training during the operation of Division 26,27,and 28 systems operation. D. Video record demonstration and training sessions. E. Scheduling: Provide instruction at mutually agreed on times. For equipment that requires seasonal operation,provide similar instruction at start of each season. Schedule training with Owner with at least seven days'advance notice. 1.22 COMMISSIONING SUPPORT A. Comply with requirements specified in Division 01. 1.23 CLOSEOUT A. Comply with Division 01 and with additional requirements indicated in this article. B. Submit written certification that the work has been fully completed in strict accordance with plans and specifications. C. Fee for electrical punch list work includes two final construction reviews. The first after the contractor's written certification. The second after written certification from the Contractor that the deficiencies noted during the first review have been corrected. If additional reviews are required due to the Contractor's failure to correct the deficiency,the Engineer will be compensated on a time and material basis. Compensation for additional reviews will be deducted from final payment to the Contractor. D. Contractor shall be responsible for managing the response,troubleshooting and resolution of system operational concerns identified as part of commissioning and project closeout process. Types of activities shall include,but are not limited to,coordinating responsible parties for management tracking and resolution of the Cx Issues log and response to occupant light level complaints and/or equipment operational concerns. General Contractor shall appropriately respond to system operational concerns with relevant subcontractor stakeholders present for investigation at the job site and provide documented findings and response prior to requesting additional input and support of the A/E team. 1.24 WARRANTY A. Conform to the requirements of Division 01. Permit Set 26 00 10-13 September 28,2023 Electrical Provisions City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 00 10 Bid No: ELECTRICAL PROVISIONS PAGE 14 OF 14 B. Related Damages and Losses:When correcting warranted Work that has failed,remove,and replace other Work that has been damaged as a result of such failure or that must be removed and replaced to provide access for correction of warranted Work. C. Two-year Warranty to commence after final acceptance.Extend all warranties from initial start-up to final completion while the project is under construction,but in use by the occupant. D. Contractor to comply with additional warranty requirements of Division 26. PART 2 PRODUCTS 2.1 NOT USED PART 3 EXECUTION 3.1 NOT USED END OF ELECTRICAL PROVISIONS Permit Set 2600 10-14 September 28,2023 Electrical Provisions City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 00 50 Bid No: BASIC ELECTRICAL MATERIALS AND METHODS PAGE 1 OF 4 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section Includes: anchors,fasteners,nameplates,labels,sealing,and firestopping. 1.3 ACTION SUBMITTALS A. Product Data: 1. Submit anchors and fasteners.Include rated load and pull-out strengths. 2. Submit nameplates,labels,and marker types fore equipment,devices,and wiring. Group the list by type of equipment, device, and wiring. Include material type and thickness, font type, size, vertical and horizontal spacing(tracking),number of rows,colors,and other specified features. 3. Submit firestopping. Include manufacturer's instructions showing approved and prohibited installation methods. 1.4 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this Section with minimum 3 years documented experience and with service facilities within 100 miles of project. PART 2 PRODUCTS 2.1 ANCHORS AND FASTENERS A. Anchor Bolts: 1. Anchor Bolts(Expansion Type): Type 304 stainless steel construction;with impact section on the end of the bolt. 2. Anchor Bolts (Adhesive Type): Two-part adhesive cartridge and zinc plated Type A307 steel threaded rod assembly with ASTM A194 nut;IBC compliant. 3. Comply with the VOC limit requirements of the Puget Sound Pollution Control Agency. 4. Pound-in lead anchors not allowed. 2.2 NAMEPLATES A. Provide phenolic plastic nameplates for each item specified in the technical Sections or shown on the drawings.Items requiring nameplates include but are not limited to the following. 1. Switchgear and switchboards. 2. Panelboards. Permit Set 26 00 50-1 September 28,2023 Basic Electrical Materials and Methods City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 00 50 Bid No: BASIC ELECTRICAL MATERIALS AND METHODS PAGE 2 OF 4 3. Equipment enclosures. 4. Relays. 5. Switches. 6. Devices. B. Colors: 1. Matte black background with white letters for normal power. 2. Matte red background with white letters for emergency power. C. Letter Size: 1/4 inch minimum. D. Legend:Provide nameplates with identification and other information as shown on the Drawings. E. Identify electrical components as follows. 1. Nameplate for each electrical distribution and control equipment enclosure. 2. Nameplate for disconnect switches and motor starters shall identify source panel, voltage, load served, and fuse sizes. 3. Nameplate for circuit breakers in the main service switchboard and distribution panelboards shall identify the load served. 4. Nameplate for panelboards shall identify the voltage and source panel. 5. Nameplate for transformer shall identify the source panel,voltage,rating,and the panel being served. 2.3 LABELS A. Description: Embossed adhesive tape,with 3/8 inch letters on white background. B. Colors:Black letters for normal power circuits.Red letters for emergency power circuits. C. Identify electrical components as follows. 1. Label for receptacles and control device stations with panel and circuit number. 2. Wire marker for each conductor at panelboard gutters,pull boxes,outlet and junction boxes and each load connection. 3. Label outlet and junction boxes with panel and circuit number. 4. Raceway marker for each raceway longer than 6 feet. 2.4 SEALING AND FIRESTOPPING A. General: Permit Set 26 00 50-2 September 28,2023 Basic Electrical Materials and Methods City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 00 50 Bid No: BASIC ELECTRICAL MATERIALS AND METHODS PAGE 3 OF 4 1. Furnish UL 1479 products and systems listed for the application. 2. Select products with rating not less than rating of wall or floor being penetrated. B. Fire and Smoke Rated Surfaces: 1. Fire barrier wrap strips,composite sheet,and intumescent sealant. C. Non-Rated Surfaces: 1. Stamped steel,chrome plated,hinged,split ring escutcheons or floor plates or ceiling plates for covering openings in occupied areas where conduit is exposed. 2. For exterior wall openings below grade,furnish modular mechanical type seal consisting of interlocking synthetic rubber links shaped to continuously fill annular space between conduit and cored opening or water-stop type wall sleeve. D. For interior wall or floor openings,furnish caulking and sealant to effect seal. PART 3 EXECUTION 3.1 EXAMINATION A. Verify installation conditions as satisfactory to receive work of the various sections.Do not install until unsatisfactory conditions are corrected. B. Demolition Drawings are based on field observation and existing record documents.Report discrepancies to Engineer before performing the Work. C. Contractor accepts existing conditions upon beginning the Work. D. Maintain access to existing installations which remain active.Maintain NEC required working space around and above electrical equipment. 3.2 INSPECTIONS A. Confirm that installations have been inspected before enclosure within building features,buried,or otherwise hidden from view.Pay costs associated with uncovering or exposing installations and features not previously inspected and for repair to exposed surfaces. 3.3 PREPARATION A. Protect surrounding areas and surfaces to prevent damage throughout the project. B. Obtain equipment roughing-in dimensions from approved Shop Drawings or actual measurements. C. Review Architectural,Mechanical and other applicable drawings and applicable Shop Drawings to become familiar with the location of other trade's equipment.Eliminate conflicts. Check door swings before installing equipment.Relocate electrical devices and connections as directed by the A/E at no additional cost to the Owner if the work is not properly coordinated. D. Layout electrical work in advance of construction to eliminate unnecessary cutting,drilling,channeling, and similar activities. Permit Set 26 00 50-3 September 28,2023 Basic Electrical Materials and Methods City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 00 50 Bid No: BASIC ELECTRICAL MATERIALS AND METHODS PAGE 4 OF 4 3.4 EXISTING WORK A. Disconnect electrical systems in walls,floors,and ceilings scheduled for removal. B. Remove,relocate,and extend existing installations to accommodate new construction. C. Remove exposed abandoned grounding and bonding components,fasteners and supports,and electrical identification components,including abandoned components above accessible ceiling fmishes.Cut embedded support elements flush with walls and floors.Patch surfaces damaged by removal of existing components. D. Provide temporary connections to maintain existing systems in service during construction.When work must be performed on energized equipment,use personnel experienced in such operations and perform the work in accordance with laws,rules,and regulations. E. Repair adjacent construction and finishes damaged during demolition and extension work. 3.5 INSTALLATION A. Install Work as specified and in accordance with the Drawings and manufacturer's instructions.Where these conflict,manufacturer's instructions govern. B. Provide block-outs,sleeves,demolition work,and similar items required for installation of Work specified in this division. C. Repair damage to building and equipment at no additional cost to the Owner. 3.6 WORKMANSHIP A. Work and materials will be subject to observation at any time by the Engineer and Owner. B. Install material and equipment in accordance with manufacturer's instructions.Provide all necessary equipment required. C. Cutting and Patching: Do not weld to,cut,or notch structural members.Restore surfaces neatly to original condition after cutting,channeling,chasing,and drilling of walls,partitions,ceilings,paving,and anchorage of conduit,raceways,and other electrical equipment. 3.7 CLEANING A. Clean equipment,conduit,and fittings and remove packing cartons and other debris created by Division 26 Work. B. Before Substantial Completion,carefully clean equipment,fixtures,exposed raceways and similar items. Remove construction labels,dirt,cuttings,paint,plaster,mortar,concrete,and similar items. 3.8 PROTECTION A. Protect equipment during and after electrical hookup,painting,and final testing. END OF BASIC ELECTRICAL MATERIALS AND METHODS Permit Set 26 00 50-4 September 28,2023 Basic Electrical Materials and Methods City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 19 Bid No: WIRE AND CABLE(600V AND LESS) PAGE 1 OF 5 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and other Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Building wire. 2. Wire markers. 3. Connectors and splices. 1.3 ACTION SUBMITTALS A. Product Data:For each type of product. B. Product Schedule:Indicate type,use,location,and termination locations. PART 2 PRODUCTS 2.1 BUILDING WIRE A. Description: 1. Flexible, insulated and uninsulated, drawn copper current-carrying wire with an overall insulation layer or jacket,or both,rated 600 V or less. 2. Minimum size for power circuits is 12 AWG. 3. Aluminum and copper clad wires are not permitted. B. Conductor: Copper,stranded. C. Standards: 1. Listed and labeled as defined in NFPA 70,by a qualified testing agency,and marked for intendcd location and use. D. Conductor Insulation: 1. Type THHN and Type THWN: Comply with UL 83. 2. Type XHHW-2: Comply with UL 44. E. Color-Coding: 1. Branch and feeder circuit conductors shall be uniquely color-coded per phase. Permit Set 2605 19-1 September 28,2023 Wire and Cable(600V and Less) City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 19 Bid No: WIRE AND CABLE(600V AND LESS) PAGE 2 OF 5 2. Color shall be factory applied for conductors 8 AWG and smaller,or colored tape field applied for sizes No. 6 AWG and larger if authorities having jurisdiction permit. 3. Colors for 480/277V Circuits: a. Phase A: Brown. b. Phase B: Orange. c. Phase C:Yellow. 4. Colors for 208/120V Circuits: a. Phase A:Black. b. Phase B:Red. c. Phase C:Blue. 5. Color for Neutral:White 208/120V or gray for 480/277V. 6. Color for Equipment Grounds: Green for 6 AWG and smaller. Green tape for 4 AWG and larger that is visible at ends and connections. 2.2 WIRE MARKERS A. Description: Cloth tape,split sleeve or tubing type wire markers. B. Legend: 1. Power and Lighting Circuits: Branch circuit or feeder number. 2. Control Circuits: Control wire number as indicated on shop drawings. 2.3 CONNECTORS AND SPLICES A. Split Bolt: 1. Manufacturers: a. Burndy. b. Panduit. c. Thomas&Betts. d. Approved. 2. Material: Copper or Bronze. B. Compression: 1. Manufacturers: Permit Set 2605 19-2 September 28,2023 Wire and Cable(600V and Less) City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 19 Bid No: WIRE AND CABLE(600V AND LESS) PAGE 3 OF 5 a. Burndy. b. Panduit. c. Thomas&Betts. d. Approved. 2. Material: Copper or Bronze. 3. 8 AWG and smaller: insulated barrel,indenter type. 4. 6 AWG and larger:High pressure strand deforming circumferential compression type. C. Spring Wire: 1. Manufacturers: a. Ideal. b. 3M. c. Approved. PART 3 EXECUTION 3.1 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING METHODS A. Service Entrance:Type XHHW-2, single conductors in raceway. B. Exposed Conductors: Type XHHW-2,single conductors in raceway. C. Conductors Concealed in Ceilings,Walls,Partitions,and Crawlspaces: Type THHN/THWN-2,single conductors in raceway smaller than No.2 AWG;Type XHHW-2,single conductors No.2 AWG and larger. D. Conductors Concealed in Concrete,below Slabs-on-Grade,and Underground:Type XHHW-2, single conductors in raceway. E. Conductors Installed below Raised Flooring: Type THHN/THWN-2,single conductors in raceway smaller than No.2 AWG;Type XHHW-2,single conductors No.2 AWG and larger. F. Conductors in Cable Tray:Type THHN/THWN-2,single conductors in raceway smaller than No.2 AWG; Type XHHW-2, single conductors No. 2 AWG and larger. G. Cord Drops and Portable Appliance Connections:Type SO,hard service cord with stainless steel,wire- mesh,strain relief device at terminations to suit application. 3.2 PREPARATION A. Verify any work likely to damage wires and cables has been completed. Permit Set 2605 19-3 September 28,2023 Wire and Cable(600V and Less) City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 19 Bid No: WIRE AND CABLE(600V AND LESS) PAGE 4 OF 5 B. Verify all raceway installation is complete and supported. C. Completely and thoroughly swab raceway prior to wire and cable installation. 3.3 EXISTING WORK A. Disconnect and remove abandoned wires and cable. B. Protect and maintain access to existing wires,cables,and connections to remain. C. Extend existing circuits using materials and methods specified. D. Clean and repair existing wires and cable to remain or to be reinstalled. 3.4 INSTALLATION A. General: 1. Comply with NECA 1. 2. Conceal cables in finished walls,ceilings,and floors unless otherwise indicated. 3. Complete raceway installation between wire and cable termination points according to Section 26 05 33 "Raceways and Boxes for Electrical Systems"prior to pulling conductors and cables. 4. Provide dedicated neutral for all 277V and 120V circuits. 5. Building wire installed inside boxes,equipment,and panelboards shall be neat and organized. 6. Use manufacturer-approved pulling compound or lubricant where necessary; compound used must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values. 7. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips, that will not damage cables or raceway. 8. Pull conductors into raceway at the same time. 9. Use pulling equipment to install building wire 4 AWG and larger. B. Connections: 1. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values.If manufacturer's torque values are not indicated,use those specified in UL 486A-486B. 2. Make splices,terminations, and taps that are compatible with conductor material to carry full ampacity of conductors with perceptible rise in temperature. 3. Install electrical tape on uninsulated conductors and connectors to 150 percent of the insulation rating of the conductor. 4. Install split bolt connectors for 8 AWG and larger. Permit Set 2605 19-4 September 28,2023 Wire and Cable(600V and Less) City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 19 Bid No: WIRE AND CABLE(600V AND LESS) PAGE 5 OF 5 5. Install spring wire connectors for 10 AWG and smaller. 6. Install crimp-on fork terminals for device terminations. Do not install bare stranded conductors directly under screws. 3.5 FIELD QUALITY CONTROL A. Tests and Inspections: 1. After installing conductors and cables and before electrical circuitry has been energized, test service entrance and feeder conductors for compliance with requirements. 2. Perform each of the following visual and electrical tests: a. Inspect exposed sections of conductor and cable for physical damage and correct connection according to the single-line diagram. b. Test bolted connections for high resistance using one of the following: 1) A low-resistance ohmmeter. 2) Calibrated torque wrench. 3) Thermographic survey. c. Inspect compression-applied connectors for correct cable match and indentation. d. Inspect for correct identification. e. Inspect cable jacket and condition. f. Insulation-resistance test on each conductor for ground and adjacent conductors.Apply a potential of 500 V(dc)for 300 V rated cable and 1000 V(dc)for 600 V rated cable for a one-minute duration. g. Continuity test on each conductor and cable. h. Uniform resistance of parallel conductors. B. Cables will be considered defective if they do not pass tests and inspections. C. Prepare test and inspection reports to record the following: 1. Procedures used. 2. Results that comply with requirements. 3. Results that do not comply with requirements, and corrective action taken to achieve compliance with requirements. END OF WIRE AND CABLE(600V AND LESS) Permit Set 2605 19-5 September 28,2023 Wire and Cable(600V and Less) City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 26 Bid No: GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS PAGE 1 OF 3 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and other Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section includes grounding and bonding systems and equipment. 1.3 ACTION SUBMITTALS A. Product Data:For each type of product indicated. B. Coordination Drawings:Plans showing dimensioned locations of grounding features specified in"Field Quality Control'Article. C. Field quality-control reports. 1.4 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data:For grounding,bonding systems,and equipment comply with the requirements specified in Section 017823 "Operation and Maintenance Data." PART 2 PRODUCTS 2.1 CONDUCTORS A. Insulated Conductors: Copper wire or cable insulated for 600 V unless otherwise required by applicable Code or authorities having jurisdiction. B. Bare Copper Conductors: 1. Stranded Conductors:ASTM B8. 2. Telecommunications backboard grounding conductor:No.6 AWG solid bare copper. 3. Bonding Conductor:No.4 or No. 6 AWG, stranded conductor. 2.2 CONNECTORS A. Listed and labeled by an NRTL acceptable to authorities having jurisdiction for applications in which used and for specific types,sizes,and combinations of conductors and other items connected. B. Mechanical-Type Bus-Bar Connectors: Cast silicon bronze,solderless compression-type wire terminals, and long-barrel,two-bolt connection to ground bus bar. 2.3 GROUNDING ELECTRODES A. Ground Rods: Copper-clad,steel;3/4 inch by 10 ft. Permit Set 26 05 26-1 September 28,2023 Grounding and Bonding for Electrical Systems City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 26 Bid No: GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS PAGE 2 OF 3 PART 3 EXECUTION 3.1 INSTALLATION A. General: 1. Provide bonding in accordance with the National Electrical Code as adopted by the Authority Having Jurisdiction. 2. Install grounding connections in accordance with their UL listing. 3. Where the grounding materials and methods specified and shown exceed that of the National Electrical Code and the Authority Having Jurisdiction, the materials and methods specified and shown shall be used. 4. Mechanical connections shall be accessible. 5. Tighten accessible bolted electrical connections by calibrated torque-wrench method in accordance with manufacturer's published data or NETA ATS. Bolt torque levels shall be in accordance with manufacturer's published data.In the absence of manufacturer's published data,use NETA ATS. B. Grounding underground distribution system components: 1. Comply with IEEE C2 grounding requirements. 2. Grounding Manholes and Handholes: Install a driven ground rod through manhole or handhole floor, close to wall,and set rod depth so 4 inch(100 mm)will extend above finished floor.If necessary,install ground rod before manhole is placed and provide No. 1/0 AWG bare, tinned-copper conductor from ground rod into manhole through a waterproof sleeve in manhole wall. Protect ground rods passing through concrete floor with a double wrapping of pressure-sensitive insulating tape or heat-shrunk insulating sleeve from 2 inch(50 mm)above to 6 inch(150 mm)below concrete.Seal floor opening with waterproof,nonshrink grout. C. Ground electrode conductors: 1. Building Column Connection: Connections shall be in an accessible location a minimum of 18 inches above finished floor. Weld two 1/2-13 studs to building column,two per ground electrode connection. Smooth the weld and prepare surface to allow flush contact with grounding lug. Provide connection using NEMA 2-hole compression connector. Provide stainless steel hardware; grade 5 including nuts and Bellville type spring washers. D. Rod electrodes: 1. Install rod electrodes. Where a resistance to ground is specified,but not achieved with rods as shown, install additional rod electrodes to achieve specified resistance to ground. 2. Install ground rings a minimum of 30 inches below grade or below frost level,whichever is greater. 3. Install grounding electrode conductor and connect to reinforcing steel in foundation footing. Bond steel together. Permit Set 26 05 26-2 September 28,2023 Grounding and Bonding for Electrical Systems City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 26 Bid No: GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS PAGE 3 OF 3 E. Bonding: 1. Metal Siding: Bond together metal siding not attached to grounded structure;bond to ground. F. Equipment grounding conductors: 1. Equipment Grounding Conductor: Install separate, insulated conductor within each feeder and branch circuit raceway. Terminate each end on suitable lug,bus,or bushing. 2. In panelboards or switchboards,identify each ground conductor by circuit number. 3.2 FIELD QUALITY CONTROL A. Tests and Inspections: 1. After installing grounding system but before permanent electrical circuits have been energized, test for compliance with requirements. 2. Inspect physical and mechanical condition. Verify tightness of accessible,bolted,electrical connections with a calibrated torque wrench according to manufacturer's written instructions. 3. Test completed grounding system at each location where a maximum ground-resistance level is specified, at service disconnect enclosure grounding terminal.Make tests at ground rods before any conductors are connected. a. Measure ground resistance no fewer than two full days after last trace of precipitation and without soil being moistened by any means other than natural drainage or seepage and without chemical treatment or other artificial means of reducing natural ground resistance. b. Perform tests by fall-of-potential method according to IEEE 81. 4. Prepare dimensioned Drawings locating each test well, ground rod and ground-rod assembly, and other grounding electrodes. Identify each by letter in alphabetical order, and key to the record of tests and observations.Include the number of rods driven and their depth at each location,and include observations of weather and other phenomena that may affect test results. Describe measures taken to improve test results. B. Grounding system will be considered defective if it does not pass tests and inspections. C. Prepare test and inspection reports. D. Excessive Ground Resistance:If resistance to ground exceeds recommended values,notify Engineer promptly and include recommendations to reduce ground resistance. END OF GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS Permit Set 26 05 26-3 September 28,2023 Grounding and Bonding for Electrical Systems City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 33 Bid No: RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PAGE 1 OF 8 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Electrical Metallic Tubing(Type EMT)raceways and elbows. 2. Electrical Rigid Metal Conduit(Type ERMC)raceways,elbows,couplings,and nipples. 3. Flexible Metal Conduit(Type FMC)raceways. 4. Liquid-tight Flexible Metal Conduit(Type LFMC)raceways. 5. Polyvinyl Chloride(Type PVC)raceways and fittings. 6. Fittings for conduit,tubing,and cable. 7. Floor boxes. 8. Junction and pull boxes. 1.3 ACTION SUBMITTALS A. Product Data:For the following: 1. Wireways and auxiliary gutters. 2. Surface metal raceways. 3. Surface nonmetallic raceways. 4. Floor boxes. 5. Cabinets,cutout boxes,and miscellaneous enclosures. B. Shop Drawings: For custom enclosures and cabinets.Include plans,elevations,sections,and attachment details. Show that floor boxes are located to avoid interferences and are structurally allowable.Indicate floor thickness where boxes are embedded in concrete floors and underfloor clearances where boxes are installed in raised floors. PART 2 PRODUCTS 2.1 ELECTRICAL METALLIC TUBING(TYPE EMT)RACEWAYS AND ELBOWS A. General Characteristics:UL 797. Permit Set 26 05 33-1 September 28,2023 Raceway and Boxes for Electrical Systems City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 33 Bid No: RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PAGE 2 OF 8 B. Material: Galvanized steel. C. Minimum Trade Size: 3/4 inch, 1 inch for homerims,unless noted otherwise. D. Conduit Straps: Two-hole only. E. Raceways and Fittings: 1. General Characteristics:UL 514B. 2. Options: a. Material: Galvanized Steel. b. Insulated throat. c. Coupling Method: Raintight compression coupling for 1-1/4 inch and smaller, setscrew coupling for 1-1/2 inch and larger. Setscrew couplings with only single screw per conduit are not acceptable. d. Drive-on type and cast fittings are not acceptable. 2.2 ELECTRICAL RIGID METAL CONDUIT(TYPE ERMC)RACEWAYS,ELBOWS,COUPLINGS, AND NIPPLES A. General Characteristics:UL 6. B. Material: Galvanized-Steel Electrical Rigid Metal Conduit,Elbows,Couplings,and Nipples. C. Minimum Trade Size: 3/4 inch. 2.3 FLEXIBLE METAL CONDUIT(TYPE FMC)RACEWAYS A. General Characteristics:UL 1. B. Material:Interlocked steel. C. Minimum Trade Size: 3/4 inch. 2.4 LIQUID-TIGHT FLEXIBLE METAL CONDUIT(TYPE LFMC)RACEWAYS A. General Characteristics:UL 360. B. Material: Steel. C. Minimum Trade Size: 3/4 inch. 2.5 POLYVINYL CHLORIDE(TYPE PVC)RACEWAYS AND FITTINGS A. General Characteristics:UL 651. B. Dimensional Specifications: Schedule 40. Permit Set 26 05 33-2 September 28,2023 Raceway and Boxes for Electrical Systems City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 33 Bid No: RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PAGE 3 OF 8 C. Minimum Trade Size: 3/4 inch. 2.6 FITTINGS FOR CONDUIT,TUBING,AND CABLE A. Fittings for Type ERMC Raceways: 1. General Characteristics:UL 514B. 2. Options: a. Material: Steel. b. Conduit Straps:Provide heavy duty single hole strap for concealed raceways.Provide heavy duty two hole strap for exposed raceways. B. Fittings for Type EMT Raceways: 1. General Characteristics:UL 514B. 2. Options: a. Material: Steel. b. Coupling Method:Raintight compression coupling for 1-1/4"C and smaller.Setscrew coupling for 1- 1/2"C and larger. Setscrew couplings with only single screw per conduit are unacceptable. c. Conduit straps: Two-hole only. Single-hole straps are not permitted. C. Fittings for Type FMC and Typle LFMC Raceways: 1. General Characteristics:UL 514B. 2.7 FLOOR BOXES A. Manufacturers: 1. Legrand RFB4 with F1oorPort Cover FPBTCAL lid. B. General Characteristics: 1. Adjustability: Fully adjustable before pour. 2. Cover: a. Die Cast Aluminum cover and flange assembly and shall be hinged to allow for access to connections inside the box. b. When the box is in use,cables shall exit through one cable door. c. Cover shall be gasketed to be compliant with UL514A. d. Flange Color:Aluminum. Permit Set 26 05 33-3 September 28,2023 Raceway and Boxes for Electrical Systems City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 33 Bid No: RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PAGE 4 OF 8 C. Faceplates: 1. Receptacle face plate to match style of device. Provide (2) duplex receptacle face plates in floor box. Manufacturer shall be Legrand RFB-DR. 2. Data/Voice face plate to match style of device. Provide (1) data/voice face plate in floor box. Manufacturer shall be Legrand DTB-2-4TKO. 3. Blank faceplate. Manufacturer shall be Legrand RFB-B. 2.8 JUNCTION AND PULL BOXES A. Indoor Sheet Metal Junction and Pull Boxes: 1. Description: Sheet metal box with a blank cover that serves the purpose of joining different runs of raceway or cable. 2. NEMA OS 1 and UL 50. 3. Galvanized steel. 4. Minimum size:4 inches square by 2-1/8 inches deep. B. Outdoor Sheet Metal Cabinets: 1. Description: Enclosure provided with frame,mat,or trim in which swinging door or doors are or can be hung. C. Outdoor Sheet Metal Cutout Boxes: 1. Description: Enclosure that has swinging doors or covers secured directly to and telescoping with walls of enclosure. D. Outdoor Sheet Metal Junction and Pull Boxes: 1. Description:Box with a blank cover that serves the purpose of joining different runs of raceway or cable. PART 3 EXECUTION 3.1 SELECTION OF RACEWAYS A. Outdoors: 1. Exposed:Type ERMC. 2. Concealed Aboveground:ERMC,EMT. 3. Direct Buried:PVC-40. 4. Concrete Encased Not in Trench:PVC-40. 5. Concrete Encased in Trench:PVC-40. Permit Set 26 05 33-4 September 28,2023 Raceway and Boxes for Electrical Systems City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 33 Bid No: RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PAGE 5 OF 8 B. Indoors: 1. Exposed:ERMC,EMT. 2. Concealed in Ceilings and Interior Walls and Partitions: EMT. 3. Damp or Wet Locations:ERMC. C. Raceway Fittings: Select fittings in accordance with NEMA FB 2.10 guidelines. 1. ERMC and IMC:Provide threaded type fittings unless otherwise indicated. 3.2 SELECTION OF BOXES AND ENCLOSURES A. Degree of Protection: 1. Outdoors: a. Type 3R unless otherwise indicated. 2. Indoors: a. Type 1 unless otherwise indicated. 3.3 INSTALLATION OF RACEWAYS A. Installation Standards: 1. Comply with NFPA 70 limitations for types of raceways allowed in specific occupancies and number of floors. 2. Comply with NECA NEIS 101 for installation of steel raceways. 3. Comply with NECA NEIS I I I for installation of nonmetallic raceways. 4. Install raceways square to the enclosure and terminate at enclosures without hubs with locknuts on both sides of enclosure wall.Install locknuts hand tight,plus one-quarter turn more. 5. Terminate threaded conduits into threaded hubs or with locknuts on inside and outside of boxes or cabinets.Install bushings on conduits up to trade size 1-1/4 and insulated throat metal bushings on trade size 1-1/2 and larger conduits terminated with locknuts.Install insulated throat metal grounding bushings on service conduits. 6. Raceway Terminations at Locations Subject to Moisture or Vibration: a. Provide insulating bushings to protect conductors,including conductors smaller than No.4 AWG. B. General Requirements for Installation of Raceways: 1. Complete raceway installation before starting conductor installation. Permit Set 26 05 33-5 September 28,2023 Raceway and Boxes for Electrical Systems City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 33 Bid No: RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PAGE 6 OF 8 2. Provide stub-ups through floors with coupling threaded inside for plugs, set flush with fmished floor. Plug coupling until conduit is extended above floor to final destination or a minimum of 2 ft above finished floor. 3. Install no more than equivalent of three 90-degree bends in conduit run,except for control and low voltage wiring conduits,for which no more than equivalent of two 90-degree fewer bends are permitted. Support within 12 inch of changes in direction. 4. Make bends in raceway using large-radius preformed ells except for parallel bends. Field bending must be in accordance with NFPA 70 minimum radii requirements. Provide only equipment specifically designed for material and size involved. 5. Conceal conduit within finished walls, ceilings, and floors unless otherwise indicated. Install conduits parallel or perpendicular to building lines. 6. Support conduit within 12 inches of enclosures to which attached. 7. Install raceway sealing fittings at accessible locations in accordance with NFPA 70 and fill them with listed sealing compound.For concealed raceways,install fitting in flush steel box with blank cover plate having finish similar to that of adjacent plates or surfaces.Install raceway sealing fittings in accordance with NFPA 70. 8. Install devices to seal raceway interiors at accessible locations. Locate seals so no fittings or boxes are between the seal and the following changes of environments. Seal interior of raceways at the following points: a. Where conduits pass from warm to cold locations, such as boundaries of refrigerated spaces. b. Where an underground service raceway enters a building or structure. c. Conduit extending from interior to exterior of building. d. Conduit extending into pressurized duct and equipment. e. Conduit extending into pressurized zones that are automatically controlled to maintain different pressure set points. f. Where otherwise required by NFPA 70. 9. Do not install raceways or electrical items on"explosion-relief'walls or rotating equipment. 10.Do not install conduits within 2 inch of the bottom side of a metal deck roof. 11.Keep raceways at least 6 inch away from parallel runs of flues and steam or hot-water pipes. Install horizontal raceway runs above water and steam piping. 12.Cut conduit perpendicular to the length. For conduits metric designator 53 (trade size 2) and larger,use roll cutter or a guide to make cut straight and perpendicular to the length. Ream inside of conduit to remove burrs. Permit Set 26 05 33-6 September 28,2023 Raceway and Boxes for Electrical Systems City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 33 Bid No: RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PAGE 7 OF 8 13.Install pull wires in empty raceways. Provide polypropylene or monofilament plastic line with not less than 200 lb tensile strength. Leave at least 12 inch of slack at both ends of pull wire. Cap underground raceways designated as spare above grade alongside raceways in use. 14.For conduit embedded in floor, change from Type PVC-40 to Type ERMC or Type EMT before rising above floor. C. Stub-ups to Above Recessed Ceilings: 1. Provide EMT or ERMC for raceways. 2. Provide a conduit bushing or insulated fitting to terminate stub-ups not terminated in hubs or in an enclosure. 3.4 INSTALLATION OF BOXES AND ENCLOSURES A. Provide boxes in wiring and raceway systems wherever required for pulling of wires,making connections, and mounting of devices or fixtures. B. Recessed Boxes in Masonry Walls: Saw-cut opening for box in center of cell of masonry block,and install box flush with surface of wall.Prepare block surfaces to provide a flat surface for a raintight connection between box and cover plate or supported equipment and box,whether installed indoors or outdoors. C. Horizontally separate boxes mounted on opposite sides of walls so they are not in the same vertical channel. D. Locate boxes so that cover or plate will not span different building finishes. E. Support boxes in recessed ceilings independent of ceiling tiles and ceiling grid. F. Support boxes of three gangs or more from more than one side by spanning two framing members or mounting on brackets specifically designed for purpose. G. Fasten junction and pull boxes to,or support from,building structure.Do not support boxes by conduits. H. Set metal floor boxes level and flush with finished floor surface. I. Set nonmetallic floor boxes level.Trim after installation to fit flush with finished floor surface. J. Do not install aluminum boxes,enclosures,or fittings in contact with concrete or earth. K. Do not rely on locknuts to penetrate nonconductive coatings on enclosures.Remove coatings in the locknut area prior to assembling conduit to enclosure to ensure a continuous ground path. L. Boxes and Enclosures in Areas or Walls with Acoustical Requirements: 1. Seal openings and knockouts in back and sides of boxes and enclosures with acoustically rated putty. 2. Provide gaskets for wallplates and covers. Permit Set 26 05 33-7 September 28,2023 Raceway and Boxes for Electrical Systems City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 33 Bid No: RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PAGE 8 OF 8 3.5 FIRESTOPPING A. Install firestopping at penetrations of fire-rated floor and wall assemblies.Comply with requirements in Section 078413 "Penetration Firestopping." 3.6 PROTECTION A. Protect coatings,finishes,and cabinets from damage and deterioration. 1. Repair damage to galvanized finishes with zinc-rich paint recommended by manufacturer. 2. Repair damage to PVC coatings or paint finishes with matching touchup coating recommended by manufacturer. 3.7 CLEANING A. Boxes:Remove construction dust and debris from device boxes,outlet boxes,and floor-mounted enclosures before installing wallplates,covers,and hoods. END OF RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS Permit Set 26 05 33-8 September 28,2023 Raceway and Boxes for Electrical Systems City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 43 Bid No: UNDERGROUND DUCTS AND RACEWAYS PAGE 1 OF 4 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Metal conduits and fittings,including Type ERMC and Type PVC conduit. 2. Rigid nonmetallic duct. 3. Polymer concrete handholes and boxes with polymer concrete cover. 1.3 ACTION SUBMITTALS A. Product Data:For each type of product. 1. Include duct-bank materials,including spacers and miscellaneous components. 2. Include duct, conduits, and their accessories, including elbows, end bells, bends, fittings, and solvent cement. 3. Include accessories for manholes,handholes,and boxes. 4. Include underground-line warning tape. 5. Include warning planks. B. Shop Drawings: 1. Factory-Fabricated Handholes and Boxes Other Than Precast Concrete: a. Include dimensioned plans,sections,and elevations,and fabrication and installation details. b. Include duct entry provisions,including locations and duct sizes. c. Include cover design. d. Include grounding details. e. Include dimensioned locations of cable rack inserts,and pulling-in and lifting irons. 1.4 QUALITY ASSURANCE A. Testing Agency Qualifications: Qualified according to ASTM E329 for testing indicated. Permit Set 26 05 43-1 September 28,2023 Underground Ducts and Raceways City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 43 Bid No: UNDERGROUND DUCTS AND RACEWAYS PAGE 2 OF 4 PART 2 PRODUCTS 2.1 METAL CONDUIT AND FITTINGS A. Galvanized-Steel Electrical Rigid Metal Conduit(Type ERMC): Comply with ANSI C80.1 and UL 6. 2.2 RIGID NONMETALLIC DUCT A. Type PVC,schedule 40 and 80 PVC: Comply with NEMA TC 2 and UL 651,with matching fittings complying with NEMA TC 3. B. Listed and labeled as defined in NFPA 70,by a nationally recognized testing laboratory,and marked for intended location and application. C. Solvents and Adhesives:As recommended by conduit manufacturer. D. Provide Type ERMC elbows for all sweeps. 2.3 POLYMER CONCRETE HANDHOLES AND BOXES WITH POLYMER CONCRETE COVER A. Description: Molded composite,rectangular shape. B. Standard: Comply with SCTE 77. C. Cover:Weatherproof,secured by tamper-resistant locking devices and having structural load rating consistent with enclosure. D. Cover Finish:Nonskid finish. E. Cover Legend: Molded lettering,as indicated for each service. 2.4 SOURCE QUALITY CONTROL A. Test and inspect precast concrete utility structures according to ASTM C1037. PART 3 EXECUTION 3.1 PREPARATION A. Coordinate layout and installation of duct,duct bank,handholes,and boxes with final arrangement of other utilities,site grading,and surface features as determined in the field.Notify Architect if there is a conflict between areas of excavation and existing structures or archaeological sites to remain. B. Coordinate elevations of duct and duct-bank entrances into handholes and boxes with final locations and profiles of duct and duct banks,as determined by coordination with other utilities,underground obstructions,and surface features.Revise locations and elevations as required to suit field conditions and to ensure that duct and duct bank will drain to handholes,and as approved by Architect. C. Clear and grub vegetation to be removed,and protect vegetation to remain according to Division 31. Permit Set 26 05 43-2 September 28,2023 Underground Ducts and Raceways City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 43 Bid No: UNDERGROUND DUCTS AND RACEWAYS PAGE 3 OF 4 3.2 EARTHWORK A. Excavation and Backfill: Comply with Section 312000 "Earth Moving,"but do not use heavy-duty, hydraulic-operated,compaction equipment. B. Restoration:Replace area immediately after backfilling is completed or after construction vehicle traffic in immediate area is complete. C. Restore surface features at areas disturbed by excavation,and re-establish original grades unless otherwise indicated.Replace removed sod immediately after backfilling is completed. D. Restore areas disturbed by trenching,storing of dirt,cable laying,and other work.Restore vegetation and include necessary topsoiling,fertilizing,liming,seeding,sodding,sprigging,and mulching.Comply with Division 32. E. Cut and patch existing pavement in the path of underground duct,duct bank,and underground structures according Division 01. 3.3 DUCT AND DUCT-BANK INSTALLATION A. Install power conduit and duct to locate top of duct bank minimum 18 inches below finished grade. B. Install conduit and duct with minimum slope of 4 inches per 100 feet(0.33 percent). Slope conduit and duct toward manholes and away from building entrances. C. Cut conduit and duct square using saw or pipe cutter;de-burr cut ends. D. Insert conduit and duct to shoulder of fittings;fasten securely. E. Join nonmetallic conduit and duct using adhesive as recommended by manufacturer. F. Wipe nonmetallic conduit and duct dry and clean before joining. Apply full even coat of adhesive to entire area inserted in fitting. Allow joint to cure for 20 minutes,minimum. G. Install no more than equivalent of three 90-degree bends between pull points. Make all bends with Type ERMC sweeps. H. Install fittings to accommodate expansion and deflection. I. Terminate conduit and duct at manhole entries using end bell. J. Use suitable separators and chairs installed not greater than 4 feet on centers. Secure separators and chairs to trench bottom. K. Band conduits and ducts together before backfilling. L. Provide suitable pull string in each empty duct except sleeves and nipples. M. Swab duct. Use suitable caps to protect installed duct against entrance of dirt and moisture. N. Backfill trenches in accordance with Division 31. Permit Set 26 05 43-3 September 28,2023 Underground Ducts and Raceways City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 43 Bid No: UNDERGROUND DUCTS AND RACEWAYS PAGE 4 OF 4 O. Interface installation of underground warning tape with backfilling specified in Division 31. Install tape 6 inches below finished surface. 3.4 INSTALLATION OF CONCRETE HANDHOLES AND BOXES A. Precast Concrete Handhole Installation: 1. Comply with ASTM C891 unless otherwise indicated. 2. Install units level and plumb and with orientation and depth coordinated with connecting duct, to minimize bends and deflections required for proper entrances. B. Backfill handhole excavation in accordance with Division 31. 3.5 GROUNDING A. Ground underground ducts and utility structures according to Section 260526"Grounding and Bonding for Electrical Systems." 3.6 CLEANING A. Pull leather-washer-type duct cleaner,with graduated washer sizes,through full length of duct until duct cleaner indicates that duct is clear of dirt and debris.Follow with rubber duct swab for final cleaning and to assist in spreading lubricant throughout ducts. END OF UNDERGROUND DUCTS AND RACEWAYS Permit Set 26 05 43-4 September 28,2023 Underground Ducts and Raceways City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 73 Bid No: COORDINATION STUDIES PAGE 1 OF 11 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section includes computer-based: 1. Fault-current study to determine the minimum interrupting capacity of circuit protective devices. 2. Arc-flash study to determine the arc-flash hazard distance and the incident energy to which personnel could be exposed during work on or near electrical equipment. 1.3 ACTION SUBMITTALS A. Product Data: 1. For computer software program to be used for studies. 2. Submit the following after the approval of system protective devices submittals. Submittals shall be in digital form. a. Short-circuit study input data,including completed computer program input data sheets. b. Coordination-study input data,including completed computer program input data sheets. c. Study and equipment evaluation reports. 3. Short-circuit study and equipment evaluation report;signed,dated,and sealed by a qualified professional engineer. 4. Revised one-line diagram,reflecting field investigation results and results of short-circuit study. 5. Arc-flash study input data,including completed computer program input data sheets. 6. Arc-flash study report; signed,dated,and sealed by Power Systems Analysis Specialist. 7. Submit study report for action prior to receiving final approval of distribution equipment submittals. If formal completion of studies will cause delay in equipment manufacturing, obtain approval from Engineer for preliminary submittal of sufficient study data to ensure that selection of devices and associated characteristics is satisfactory. 1.4 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data:For overcurrent protective devices to include in emergency,operation, and maintenance manuals. 1. The following are from the Coordination Study Report: a. Final one-line diagram. Permit Set 26 05 73-1 September 28,2023 Coordination Studies City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 73 Bid No: COORDINATION STUDIES PAGE 2 OF 11 b. Final Short-Circuit Study Report. c. Short-circuit study data files. d. Power system data. e. List of all protective device settings. f. Time-current coordination curves. g. Power system data. 1.5 QUALITY ASSURANCE A. Studies shall be performed using commercially developed and distributed software designed specifically for power system analysis. B. Software algorithms shall comply with requirements of standards and guides specified in this Section. C. Manual calculations are unacceptable. D. Power System Analysis Software Qualifications: 1. Computer program shall be designed to perform coordination studies or have a function, component,or add-on module designed to perform coordination studies. 2. Computer program shall be developed under the charge of a licensed professional engineer who holds IEEE Computer Society's Certified Software Development Professional certification. E. Power Systems Analysis Specialist Qualifications: Professional engineer licensed in the state where Project is located.All elements of the study shall be performed under the direct supervision and control of this professional engineer. F. Short-Circuit Study Certification: Short-Circuit Study Report shall be signed and sealed by Power Systems Analysis Specialist. G. Arc-Flash Study Certification:Arc-Flash Study Report shall be signed and sealed by Power Systems Analysis Specialist. H. Field Adjusting Agency Qualifications: 1. Employer of a NETA ETT-Certified Technician Level III responsible for all field adjusting of the Work. 2. A member company of NETA. 3. Acceptable to authorities having jurisdiction. PART 2 PRODUCTS 2.1 POWER SYSTEM ANALYSIS SOFTWARE DEVELOPERS A. Comply with IEEE 242 and IEEE 399. Permit Set 26 05 73-2 September 28,2023 Coordination Studies City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 73 Bid No: COORDINATION STUDIES PAGE 3 OF 11 B. Analytical features of device coordination study computer software program shall have the capability to calculate"mandatory," 'very desirable,"and"desirable" features as listed in IEEE 399. C. Computer software program shall be capable of plotting and diagramming time-current-characteristic curves as part of its output.Computer software program shall report device settings and ratings of all overcurrent protective devices and shall demonstrate selective coordination by computer-generated,time- current coordination plots. 1. Optional Features: a. Arcing faults. b. Simultaneous faults. c. Explicit negative sequence. d. Mutual coupling in zero sequence. 2.2 SHORT-CIRCUIT STUDY REPORT CONTENTS A. Executive summary of study findings. B. Study descriptions,purpose,basis,and scope.Include case descriptions,definition of terms,and guide for interpretation of results. C. One-line diagram of modeled power system, showing the following: 1. Protective device designations and ampere ratings. 2. Conductor types,sizes,and lengths. 3. Transformer kilovolt ampere(kVA)and voltage ratings. 4. Motor and generator designations and kVA ratings. 5. Switchgear,switchboard,motor-control center,and panelboard designations and ratings. 6. Derating factors and environmental conditions. 7. Any revisions to electrical equipment required by the study. D. Comments and recommendations for system improvements or revisions in a written document,separate from one-line diagram. E. Protective Device Evaluation: 1. Evaluate equipment and protective devices and compare to available short-circuit currents. Verify that equipment withstand ratings exceed available short-circuit current at equipment installation locations. 2. Tabulations of circuit breaker, fuse, and other protective device ratings versus calculated short-circuit duties. Permit Set 26 05 73-3 September 28,2023 Coordination Studies City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 73 Bid No: COORDINATION STUDIES PAGE 4 OF 11 3. For 600-V overcurrent protective devices, ensure that interrupting ratings are equal to or higher than calculated 1/2-cycle symmetrical fault current. 4. For devices and equipment rated for asymmetrical fault current, apply multiplication factors listed in standards to 1/2-cycle symmetrical fault current. 5. Verify adequacy of phase conductors at maximum three-phase bolted fault currents;verify adequacy of equipment grounding conductors and grounding electrode conductors at maximum ground-fault currents. Ensure that short-circuit withstand ratings are equal to or higher than calculated 1/2-cycle symmetrical fault current. F. Short-Circuit Study Input Data: 1. One-line diagram of system being studied. 2. Power sources available. 3. Manufacturer,model,and interrupting rating of protective devices. 4. Conductors. 5. Transformer data. G. Short-Circuit Study Output Reports: 1. Low-Voltage Fault Report: Three-phase and unbalanced fault calculations, showing the following for each overcurrent device location: a. Voltage. b. Calculated fault-current magnitude and angle. c. Fault-point X/R ratio. d. Equivalent impedance. 2. Momentary Duty Report:Three-phase and unbalanced fault calculations,showing the following for each overcurrent device location: a. Voltage. b. Calculated symmetrical fault-current magnitude and angle. c. Fault-point X/R ratio. d. Calculated asymmetrical fault currents: 1) Based on fault-point X/R ratio. 2) Based on calculated symmetrical value multiplied by 1.6. 3) Based on calculated symmetrical value multiplied by 2.7. Permit Set 26 05 73-4 September 28,2023 Coordination Studies City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 73 Bid No: COORDINATION STUDIES PAGE 5 OF 11 3. Interrupting Duty Report:Three-phase and unbalanced fault calculations,showing the following for each overcurrent device location: a. Voltage. b. Calculated symmetrical fault-current magnitude and angle. c. Fault-point X/R ratio. d. No AC Decrement(NACD)ratio. e. Equivalent impedance. f. Multiplying factors for 2-,3-,5-,and 8-cycle circuit breakers rated on a symmetrical basis. g. Multiplying factors for 2-,3-,5-,and 8-cycle circuit breakers rated on a total basis. 2.3 ARC-FLASH STUDY REPORT CONTENT A. Executive summary of study findings. B. Study descriptions,purpose,basis,and scope.Include case descriptions,definition of terms,and guide for interpretation of results. C. One-line diagram,showing the following: 1. Protective device designations and ampere ratings. 2. Conductor types,sizes,and lengths. 3. Transformer kilovolt ampere (kVA) and voltage ratings, including derating factors and environmental conditions. 4. Motor and generator designations and kVA ratings. 5. Switchgear,switchboard,motor-control center,panelboard designations,and ratings. D. Study Input Data:As described in"Power System Data"Article. E. Arc-Flash Study Output Reports: 1. Interrupting Duty Report:Three-phase and unbalanced fault calculations,showing the following for each equipment location included in the report: a. Voltage. b. Calculated symmetrical fault-current magnitude and angle. c. Fault-point X/R ratio. d. No AC Decrement(NACD)ratio. e. Equivalent impedance. Permit Set 26 05 73-5 September 28,2023 Coordination Studies City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 73 Bid No: COORDINATION STUDIES PAGE 6 OF 11 f. Multiplying factors for 2-,3-,5-,and 8-cycle circuit breakers rated on a symmetrical basis. g. Multiplying factors for 2-,3-,5-,and 8-cycle circuit breakers rated on a total basis. F. Incident Energy and Flash Protection Boundary Calculations: 1. Arcing fault magnitude. 2. Protective device clearing time. 3. Duration of arc. 4. Arc-flash boundary. 5. Restricted approach boundary. 6. Limited approach boundary. 7. Working distance. 8. Incident energy. 9. Hazard risk category. 10.Recommendations for arc-flash energy reduction. G. Fault study input data,case descriptions,and fault-current calculations including a definition of terms and guide for interpretation of computer printout. 2.4 ARC-FLASH WARNING LABELS A. Produce a 3.5-by-5-inch self-adhesive equipment label for each work location included in the analysis. B. Label shall have an orange header with the wording, "WARNING,ARC-FLASH HAZARD,"and shall include the following information taken directly from the arc-flash hazard analysis: 1. Location designation. 2. Nominal voltage. 3. Protection boundaries. a. Arc-flash boundary. b. Restricted approach boundary. c. Limited approach boundary. 4. Arc flash PPE category. 5. Required minimum arc rating of PPE in Cal/cm squared. 6. Available incident energy. Permit Set 26 05 73-6 September 28,2023 Coordination Studies City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 73 Bid No: COORDINATION STUDIES PAGE 7 OF 11 7. Working distance. 8. Engineering report number,revision number,and issue date. C. Labels shall be machine printed,with no field-applied markings. PART 3 EXECUTION 3.1 EXAMINATION A. Examine Project overcurrent protective device submittals for compliance with electrical distribution system coordination requirements and other conditions affecting performance of the Work.Devices to be coordinated are indicated on Drawings. 1. Proceed with coordination study only after relevant equipment submittals have been assembled. Overcurrent protective devices that have not been submitted and approved prior to coordination study may not be used in study. 3.2 POWER SYSTEM DATA A. Obtain all data necessary for conduct of the studies. 1. Verify completeness of data supplied in one-line diagram on Drawings. Call any discrepancies to Architect's attention. 2. For equipment included as Work of this Project,use characteristics submitted under provisions of action submittals and information submittals for this Project. 3. For equipment that is existing to remain, obtain required electrical distribution system data by field investigation and surveys,conducted by qualified technicians and engineers.Qualifications of technicians and engineers shall be as defined by NFPA 70E. B. Gather and tabulate all required input data to support the coordination study.List below is a guide. Comply with recommendations in IEEE 551 for the amount of detail required to be acquired in the field.Field data gathering shall be under direct supervision and control of the engineer in charge of performing the study, and shall be by the engineer or its representative who holds NETA ETT-Certified Technician Level III or NICET Electrical Power Testing Level III certification.Data include,but are not limited to,the following: 1. Product Data for overcurrent protective devices specified in other Sections and involved in overcurrent protective device coordination studies.Use equipment designation tags that are consistent with electrical distribution system diagrams, overcurrent protective device submittals, input and output data, and recommended device settings. 2. Electrical power utility impedance at the service. 3. Power sources and ties. 4. Short-circuit current at each system bus(three phase and line to ground). 5. Full-load current of all loads. 6. Voltage level at each bus. Permit Set 26 05 73-7 September 28,2023 Coordination Studies City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 73 Bid No: COORDINATION STUDIES PAGE 8 OF 11 7. For transformers,include kVA,primary and secondary voltages,connection type,impedance,X/R ratio, taps measured in percent,and phase shift. 8. For reactors,provide manufacturer and model designation,voltage rating,and impedance. 9. For circuit breakers and fuses,provide manufacturer and model designation.List type of breaker,type of trip and available range of settings, SCCR,current rating,and breaker settings. 10.Generator short-circuit current contribution data, including short-circuit reactance, rated kVA, rated voltage,and X/R ratio. 11.For relays,provide manufacturer and model designation,current transformer ratios,potential transformer ratios,and relay settings. 12.Maximum demands from service meters. 13.Busway manufacturer and model designation, current rating, impedance, lengths, size, and conductor material. 14.Motor horsepower and NEMA MG 1 code letter designation. 15.Low-voltage cable sizes, lengths, number, conductor material, and conduit material (magnetic or nonmagnetic). 16.Medium-voltage cable sizes,lengths,conductor material,cable construction,metallic shield performance parameters,and conduit material(magnetic or nonmagnetic). 17.Data sheets to supplement electrical distribution system one-line diagram, cross-referenced with tag numbers on diagram,showing the following: a. Special load considerations,including starting inrush currents and frequent starting and stopping. b. Transformer characteristics, including primary protective device, magnetic inrush current, and overload capability. c. Motor full-load current,locked rotor current, service factor,starting time,type of start, and thermal- damage curve. d. Generator thermal-damage curve. e. Ratings,types,and settings of utility company's overcurrent protective devices. f. Special overcurrent protective device settings or types stipulated by utility company. g. Time-current-characteristic curves of devices indicated to be coordinated. h. Manufacturer,frame size,interrupting rating in amperes root mean square(rms)symmetrical,ampere or current sensor rating,long-time adjustment range, short-time adjustment range,and instantaneous adjustment range for circuit breakers. i. Manufacturer and type, ampere-tap adjustment range, time-delay adjustment range, instantaneous attachment adjustment range,and current transformer ratio for overcurrent relays. Permit Set 26 05 73-8 September 28,2023 Coordination Studies City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 73 Bid No: COORDINATION STUDIES PAGE 9 OF 11 j. Switchgear, switchboards, motor-control centers, and panelboards ampacity, and SCCR in amperes rms symmetrical. k. Identify series-rated interrupting devices for a condition where the available fault current is greater than the interrupting rating of downstream equipment.Obtain device data details to allow verification that series application of these devices complies with NFPA 70 and UL 489 requirements. 3.3 SHORT-CIRCUIT STUDY A. Perform study following the general study procedures contained in IEEE 399. B. Calculate short-circuit currents according to IEEE 551. C. Base study on device characteristics supplied by device manufacturer. D. Extent of electrical power system to be studied is indicated on Drawings. E. Begin short-circuit current analysis at the service,extending down to system overcurrent protective devices as follows: 1. To normal system low-voltage load buses where fault current is 10 kA or less. 2. Exclude equipment rated 240 V ac or less when supplied by a single transformer rated less than 125 kVA. F. Study electrical distribution system from normal and alternate power sources throughout electrical distribution system for Project. Study all cases of system-switching configurations and alternate operations that could result in maximum fault conditions. G. Include the ac fault-current decay from induction motors,synchronous motors,and asynchronous generators and apply to low-and medium-voltage,three-phase ac systems.Also account for the fault- current do decrement to address asymmetrical requirements of interrupting equipment. H. Calculate short-circuit momentary and interrupting duties for a three-phase bolted fault and a single line-to- ground fault at each equipment indicated on one-line diagram. 1. For grounded systems, provide a bolted line-to-ground fault-current study for areas as defined for the three-phase bolted fault short-circuit study. I. Include in the report identification of any protective device applied outside its capacity. 3.4 ARC-FLASH HAZARD ANALYSIS A. Comply with NFPA 70E and its Annex D for hazard analysis study. B. Preparatory Studies: Perform the Short-Circuit and Protective Device Coordination studies prior to starting the Arc-Flash Hazard Analysis. C. Calculate maximum and minimum contributions of fault-current size. 1. Maximum calculation shall assume a maximum contribution from the utility and shall assume motors to be operating under full-load conditions. Permit Set 26 05 73-9 September 28,2023 Coordination Studies City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 73 Bid No: COORDINATION STUDIES PAGE 10 OF 11 2. Calculate arc-flash energy at 85 percent of maximum short-circuit current according to IEEE 1584 recommendations. 3. Calculate arc-flash energy at 38 percent of maximum short-circuit current according to NFPA 70E recommendations. 4. Calculate arc-flash energy with the utility contribution at a minimum and assume no motor contribution. D. Calculate the arc-flash protection boundary and incident energy at locations in electrical distribution system where personnel could perform work on energized parts. E. Include medium-and low-voltage equipment locations,except equipment rated 240 V ac or less fed from transformers less than 125 kVA. F. Calculate the limited,restricted,and prohibited approach boundaries for each location. G. Incident energy calculations shall consider the accumulation of energy over time when performing arc-flash calculations on buses with multiple sources.Iterative calculations shall take into account the changing current contributions,as the sources are interrupted or decremented with time.Fault contribution from motors and generators shall be decremented as follows: 1. Fault contribution from induction motors shall not be considered beyond three to five cycles. 2. Fault contribution from synchronous motors and generators shall be decayed to match the actual decrement of each as closely as possible(for example,contributions from permanent magnet generators will typically decay from 10 per unit to three per unit after 10 cycles). H. Arc-flash energy shall generally be reported for the maximum of line or load side of a circuit breaker. However,arc-flash computation shall be performed and reported for both line and load side of a circuit breaker as follows: 1. When the circuit breaker is in a separate enclosure. 2. When the line terminals of the circuit breaker are separate from the work location. I. Base arc-flash calculations on actual overcurrent protective device clearing time.Cap maximum clearing time at two seconds based on IEEE 1584, Section B.1.2. 3.5 LABELING A. Apply one arc-flash label on the front cover of each section of the equipment for each equipment included in the study.Base arc-flash label data on highest values calculated at each location. B. Each piece of equipment listed below shall have an arc-flash label applied to it: 1. Motor-control center. 2. Low-voltage switchboard. 3. Switchgear. 4. Panelboard and safety switch over 250 V. Permit Set 26 05 73-10 September 28,2023 Coordination Studies City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 05 73 Bid No: COORDINATION STUDIES PAGE 11 OF 11 5. Applicable panelboard and safety switch under 250 V. C. On record Drawings the location of equipment where the personnel could be exposed to arc-flash hazard during their work. 1. Indicate arc-flash energy. 2. Indicate protection level required. 3.6 APPLICATION OF WARNING LABELS A. Install arc-flash warning labels under the direct supervision and control of Power System Analysis Specialist. 3.7 DEMONSTRATION A. Engage Power Systems Analysis Specialist to train Owner's maintenance personnel in the following: 1. Acquaint personnel in fundamentals of operating the power system in normal and emergency modes. 2. Hand-out and explain the coordination study objectives, study descriptions, purpose, basis, and scope. Include case descriptions,definition of terms,and guide for interpreting time-current coordination curves. 3. For Owner's maintenance staff certified as NETA ETT-Certified Technicians Level III or NICET Electrical Power Testing Level III Technicians, teach how to adjust, operate, and maintain overcurrent protective device settings. B. Engage Power Systems Analysis Specialist to train Owner's maintenance personnel in potential arc-flash hazards associated with working on energized equipment and the significance of arc-flash warning labels. END OF COORDINATION STUDIES Permit Set 26 05 73-11 September 28,2023 Coordination Studies City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 09 23 Bid No: LIGHTING CONTROL DEVICES PAGE 1 OF 3 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Wall switches. 2. Wall plates. 1.3 ACTION SUBMITTALS A. Product Data: 1. For each type of product. B. Shop Drawings: 1. Show installation details for the following: a. Lighting control panels,photocells,occupancy sensors,and wall switches. 2. Interconnection diagrams showing field-installed wiring. 3. Include diagrams for power,signal,and control wiring. C. Field quality-control reports. PART 2 PRODUCTS 2.1 WALL SWITCHES A. Manufacturers: 1. Hubbell. 2. Leviton. 3. Pass&Seymour. 4. Lutron. 5. Approved. B. Switches: 1. NEMA WD 1 and UL 20. Permit Set 26 09 23-1 September 28,2023 Lighting Control Devices City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 09 23 Bid No: LIGHTING CONTROL DEVICES PAGE 2 OF 3 2. Heavy-Duty,AC only general-use quiet-type snap switch with screw-type side-wired wiring terminals. 3. Body and Handle:White plastic with toggle handle. 4. Voltage: 120 V. 5. Current: 20 amperes. 2.2 ELECTROMECHANICAL DIAL-TIME SWITCHES A. Manufacturers: 1. Intermatic. 2. Approved. B. Comply with UL 917. C. Contact Configuration: DPST. D. Contact Rating:20 A, 120/240 V(ac). E. Circuitry:Allows connection of a photoelectric relay as a substitute for the on-off function of a program. F. Astronomic time dial. G. Eight-Day Program:Uniquely programmable for each weekday and holidays. H. Wound-spring reserve carryover mechanism to keep time during power failures,minimum of 16 hours. 2.3 WALL PLATES A. Decorative Cover Plate:Lined,302 stainless steel. B. Jumbo Cover Plate: Lined,302 stainless steel. PART 3 EXECUTION 3.1 EXAMINATION A. Examine lighting control devices before installation.Reject lighting control devices that are wet,moisture damaged,or mold damaged. B. Examine walls and ceilings for suitable conditions where lighting control devices will be installed. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Coordinate layout and installation of ceiling-mounted devices with other construction that penetrates ceilings or is supported by them,including light fixtures,HVAC equipment,smoke detectors,fire- suppression systems,and partition assemblies. Permit Set 26 09 23-2 September 28,2023 Lighting Control Devices City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 09 23 Bid No: LIGHTING CONTROL DEVICES PAGE 3 OF 3 B. Install and aim sensors in locations to achieve not less than 90 percent coverage of areas indicated.Do not exceed coverage limits specified in manufacturer's instructions. C. Wiring Method: Comply with Section 260519 "Wire and Cable(600V and Less)." D. Wiring within Enclosures: Separate power-limited and nonpower-limited conductors in accordance with conductor manufacturer's instructions. E. Size conductors in accordance with lighting control device manufacturer's instructions unless otherwise indicated. F. Splices,Taps,and Terminations:Make connections only on numbered terminal strips injunction,pull, device,and outlet boxes;terminal cabinets;and equipment enclosures. G. Install devices plumb,square and level. H. Install switches with OFF position down.Install 3-and 4-way switches so that the circuit is OFF with all switch handles in the down position. I. Install wall dimmers to achieve full rating after derating for ganging as instructed by manufacturer. J. Do not share neutral conductor on load side of dimmers. K. Connect wiring device grounding terminal to branch circuit equipment grounding conductor. 3.3 FIELD QUALITY CONTROL A. Tests and Inspections: 1. Operational Test: After installing time switches and sensors, and after electrical circuitry has been energized,start units to confirm proper unit operation. 2. Test and adjust controls and safeties.Replace damaged and malfunctioning controls and equipment. B. Nonconforming Work: 1. Lighting control devices will be considered defective if they do not pass tests and inspections. 2. Remove and replace defective units and retest. C. Prepare test and inspection reports. END OF LIGHTING CONTROL DEVICES Permit Set 26 09 23-3 September 28,2023 Lighting Control Devices City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 24 16 Bid No: PANELBOARDS PAGE 1 OF 5 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Branch-circuit panelboards. 2. Disconnecting and overcurrent protective devices. 3. Surge protection devices. 4. Identification. 1.3 ACTION SUBMITTALS A. Product Data:For each type of panelboard. 1. Include materials, switching and overcurrent protective devices, SPDs, accessories, and components indicated. 2. Include dimensions and manufacturers'technical data on features,performance,electrical characteristics, ratings,and finishes. B. Shop Drawings: For each panelboard and related equipment. 1. Include dimensioned plans,elevations,sections,and details. 2. Show tabulations of installed devices with nameplates,conductor termination sizes, equipment features, and ratings. 3. Detail enclosure types including mounting and anchorage, environmental protection,knockouts, corner treatments,covers and doors,gaskets,hinges,and locks. 4. Detail bus configuration,current,and voltage ratings. 5. Short-circuit current rating of panelboards and overcurrent protective devices. 6. Include evidence of NRTL listing for SPD as installed in panelboard. 7. Detail features, characteristics,ratings, and factory settings of individual overcurrent protective devices and auxiliary components. 8. Include wiring diagrams for power,signal,and control wiring. 9. Key interlock scheme drawing and sequence of operations. Permit Set 26 24 16-1 September 28,2023 Panelboards City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 24 16 Bid No: PANELBOARDS PAGE 2 OF 5 10.Include time-current coordination curves for each type and rating of overcurrent protective device included in panelboards. Submit on translucent log-log graft paper; include selectable ranges for each type of overcurrent protective device.Include an Internet link for electronic access to downloadable PDF of the coordination curves. 1.4 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data:For panelboards and components to include in emergency,operation,and maintenance manuals.In addition to items specified in Section 017823 "Operation and Maintenance Data," include the following: 1. Manufacturer's written instructions for testing and adjusting overcurrent protective devices. 2. Time-current curves, including selectable ranges for each type of overcurrent protective device that allows adjustments. 1.5 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Keys:Two spares for each type of panelboard cabinet lock,keyed alike to Owner's current keying system. 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: ISO 9001 or ISO 9002 certified. 1.7 DELIVERY,STORAGE,AND HANDLING A. Remove loose packing and flammable materials from inside panelboards. B. Handle and prepare panelboards for installation according to NEMA PB 1. PART 2 PRODUCTS 2.1 BRANCH-CIRCUIT PANELBOARDS A. Manufacturers: 1. Square D. 2. Eaton. 3. General Electric. 4. Siemens. 5. Approved. B. Panelboards:NEMA PB 1,lighting and appliance branch-circuit type. Permit Set 2624 16-2 September 28,2023 Panelboards City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 24 16 Bid No: PANELBOARDS PAGE 3 OF 5 C. Enclosure: 1. NEMA 250,Type 1. 2. 6 inches deep by 20 inches wide. D. Panelboard Bus: Copper current carrying components,ratings as indicated on Schedules. Furnish copper ground bus in each panelboard. E. Minimum fully rated short circuit rating: as indicated on Schedules. F. Full-Sized Neutral: Equipped with full-capacity bonding strap for service entrance applications. Mount electrically isolated from enclosure.Do not mount neutral bus in gutter. G. Branch Overcurrent Protective Devices:Bolt-on circuit breakers,replaceable without disturbing adjacent units. H. Doors:Door-in-door construction with concealed hinges;secured with multipoint latch with tumbler lock; keyed alike.Outer door shall permit full access to the panel interior.Inner door shall permit access to breaker operating handles and labeling,but current carrying terminals and bus shall remain concealed. 2.2 DISCONNECTING AND OVERCURRENT PROTECTIVE DEVICES A. Molded Case Circuit Breakers: Comply with UL 489,with interrupting capacity to meet available fault currents. 1. Thermal-Magnetic Circuit Breakers: a. Inverse time-current element for low-level overloads. b. Instantaneous magnetic trip element for short circuits. c. Adjustable magnetic trip setting for circuit-breaker frame sizes 250 A and larger. 2. GFCI Circuit Breakers: Single-and double-pole configurations with Class A ground-fault protection(6- mA trip)as indicated on Schedules. 3. Common trip handle for all poles. 4. Type SWD for lighting circuits. 5. Type HACR for air conditioning equipment circuits. 6. Tandem circuited breakers are prohibited. 2.3 SURGE PROTECTION DEVICES A. Comply with the requirements of 264313 Surge Protective Devices for Low-Voltage Electrical Power Circuits. Permit Set 26 24 16-3 September 28,2023 Panelboards City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 24 16 Bid No: PANELBOARDS PAGE 4 OF 5 2.4 IDENTIFICATION A. Panelboard Label:Provide phenolic label as indicated in 260050 Basic Electrical Materials and Methods on front of panelboard. B. Manufacturer's label: Manufacturer's name and trademark,voltage,amperage,number of phases,and number of poles shall be located on the interior of the panelboard door. C. Breaker Labels:Faceplate shall list current rating,UL and IEC certification standards,and AIC rating. D. Circuit Directory: Computer-generated circuit directory mounted inside panelboard door with transparent plastic protective cover. 1. Circuit directory shall identify specific purpose with detail sufficient to distinguish it from all other circuits. PART 3 EXECUTION 3.1 EXAMINATION A. Verify actual conditions with field measurements prior to ordering panelboards to verify that equipment fits in allocated space in,and comply with,minimum required clearances specified in NFPA 70. B. Receive,inspect,handle,and store panelboards according to NEMA PB 1.1. C. Examine panelboards before installation.Reject panelboards that are damaged,rusted,or have been subjected to water saturation. D. Examine elements and surfaces to receive panelboards for compliance with installation tolerances and other conditions affecting performance of the Work. E. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Coordinate layout and installation of panelboards and components with other construction that penetrates walls or is supported by them,including electrical and other types of equipment,raceways,piping, encumbrances to workspace clearance requirements,and adjacent surfaces.Maintain required workspace clearances and required clearances for equipment access doors and panels. B. Comply with NECA 1. C. Install panelboards and accessories according to NEMA PB 1.1. D. Equipment Mounting:Attach panelboard to the vertical finished or structural surface behind the panelboard. E. Temporary Lifting Provisions:Remove temporary lifting eyes,channels,and brackets and temporary blocking of moving parts from panelboards. F. Install panelboards 6 feet to top of panelboard;install panelboards taller than 6 feet with bottom no more than 4 inches and no less than 2 inches above floor. Permit Set 2624 16-4 September 28,2023 Panelboards City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 24 16 Bid No: PANELBOARDS PAGE 5 OF 5 G. Mount panelboard cabinet plumb and rigid without distortion of box. H. Mount recessed panelboards with fronts uniformly flush with wall finish and mating with back box. I. Install overcurrent protective devices and controllers not already factory installed. 1. Set field-adjustable,circuit-breaker trip ranges. 2. Tighten bolted connections and circuit breaker connections using calibrated torque wrench or torque screwdriver per manufacturer's written instructions. J. Make grounding connections and bond neutral for services and separately derived systems to ground.Make connections to grounding electrodes,separate grounds for isolated ground bars,and connections to separate ground bars. K. Install filler plates in unused spaces. L. Stub four 1-inch empty conduits from panelboard into accessible ceiling space or space designated to be ceiling space in the future. Stub four 1-inch empty conduits into raised floor space or below slab not on grade. 3.3 FIELD QUALITY CONTROL A. Perform inspections and tests in accordance with NETA ATS. 3.4 ADJUSTING A. Adjust moving parts and operable components to function smoothly,and lubricate as recommended by manufacturer. END OF PANELBOARDS Permit Set 2624 16-5 September 28,2023 Panelboards City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 27 26 Bid No: WIRING DEVICES PAGE 1 OF 4 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Switches. 2. Receptacles. 3. Wall plates. 1.3 ACTION SUBMITTALS A. Product Data: 1. Switches. 2. Duplex straight-blade receptacles. 3. Receptacles with GFCI device. B. Field Quality-Control Submittals: 1. Field quality-control reports. 1.4 MAINTENANCE MATERIALS A. Special Tools: 1. Proprietary equipment and software required to maintain,repair,adjust, or implement future changes to controlled receptacles. 2. Proprietary equipment required to maintain, repair, adjust, or implement future changes to cord connectors. PART 2 PRODUCTS 2.1 SWITCHES A. Toggle Switch: 1. Reference Standards:UL 20. 2. Device Color:White. 3. Heavy-duty, 120 V,20 A. Permit Set 26 27 26-1 September 28,2023 Wiring Devices City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 27 26 Bid No: WIRING DEVICES PAGE 2 OF 4 B. SPRING-WOUND TIME SWITCHES 1. Manufacturers: a. Intermatic. b. Approved. 2. Contact Configuration: SPST. 3. Contact Rating:20 A, 120/240 V(ac). 4. Time Rating: 0-60 minutes. 2.2 RECEPTACLES A. Manufacturers: 1. Hubbell. 2. Leviton. 3. Approved. B. Duplex Straight-Blade Receptacle: 1. Reference Standards:UL 498. 2. Device Color:White. 3. Heavy-duty,NEMA 5-20R. C. Tamper-Resistant Duplex Straight-Blade Receptacle: 1. Reference Standards:UL 498. 2. Device Color: a. White for normal locations. 3. Heavy-duty,NEMA 5-20R. D. Weather-Resistant,Tamper-Resistant Duplex Straight-Blade Receptacle with GFCI Device: 1. Reference Standards:UL 498,and UL 943. 2. Device Color:White. 3. Heavy-duty,NEMA 5-20R. 2.3 WALL PLATES A. Decorative Cover Plate:Lined,302 stainless steel. Permit Set 26 27 26-2 September 28,2023 Wiring Devices City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 27 26 Bid No: WIRING DEVICES PAGE 3 OF 4 B. Jumbo Cover Plate: Lined,302 stainless steel. C. Weatherproof Cover Plate: Gasketed cast metal plate with hinged and gasketed device cover. Provide devices UL listed for use in"wet locations with plug in-use". PART 3 EXECUTION 3.1 EXAMINATION A. Receptacles: 1. Verify that receptacles to be procured and installed for Owner-furnished equipment are compatible with mating attachment plugs on equipment. 3.2 INSTALLATION OF WIRING DEVICES A. Comply with manufacturer's instructions. 1. Consult Architect for resolution of conflicting requirements. B. Identification: 1. Identify cover or cover plate for device with panelboard identification and circuit number. a. Mark cover or cover plate using hot,stamped,or engraved machine printing with black lettering,and provide durable wire markers or tags inside device box or outlet box. C. Typical mounting heights: 1. Convenience receptacles: 18 inches above finished floor. 2. Above counter receptacles: 6 inches above counter. 3. Coordinate with Architectural for mounting heights other than typical. 3.3 FIELD QUALITY CONTROL OF WIRING DEVICES A. Inspect each wiring device for defects. B. Verify each receptacle device is energized. C. Test each receptacle device for proper polarity;record results of tests. D. Test each GFCI receptacle device for proper operation. E. Coordinate with the AHJ and Owner to facilitate inspection requirements prior to covering. 3.4 CLEANING A. Clean exposed surfaces to remove splatters and restore finish. Permit Set 26 27 26-3 September 28,2023 Wiring Devices City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 27 26 Bid No: WIRING DEVICES PAGE 4 OF 4 3.5 PROTECTION A. Devices: 1. Schedule and sequence installation to minimize risk of contamination of wires and cables,devices,device boxes, outlet boxes, covers, and cover plates by plaster, drywall joint compound, mortar, cement, concrete,dust,paint,and other materials. 2. After installation,protect wires and cables, devices,device boxes,outlet boxes,covers, and cover plates from construction activities. Remove and replace items that are contaminated, defaced, damaged, or otherwise caused to be unfit for use prior to acceptance by Owner. B. Connectors,Cords,and Plugs: 1. After installation,protect connectors,cords,and plugs from construction activities.Remove and replace items that are contaminated,defaced,damaged,or otherwise caused to be unfit for use prior to acceptance by Owner. END OF WIRING DEVICES Permit Set 26 27 26-4 September 28,2023 Wiring Devices City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 43 13 Bid No: SURGE PROTECTIVE DEVICES PAGE 1 OF 4 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Type 2 surge protective devices. 2. Conductors and cables. 1.3 ACTION SUBMITTALS A. Product Data: 1. For each type of product. a. Include electrical characteristics, specialties,and accessories for SPDs. b. Certification of compliance with UL 1449 by qualified electrical testing laboratory recognized by authorities having jurisdiction including the following information: 1) Tested values for VPRs. 2) In ratings. 3) MCOV,type designations. 4) OCPD requirements. 5) Manufacturer's model number. 6) System voltage. 7) Modes of protection. B. Field quality-control reports. 1.4 WARRANTY A. Furnish non-prorated,transferrable warranty beginning on the date of substantial completion or the date first used,whichever is later. Warranty period shall be 20 years. B. Provide replacement surge protective device within 14 calendar days of receipt of written notification of failure at no cost to the Owner. Warranty shall not exclude replacements for device failures due to over- voltage,single-phasing,lightning strikes,or other conditions defined in the standards referenced in this Section. Warranty shall include replacement for physical hardware failures and failure to meet perfor- mance criteria specified in this Section. Permit Set 2643 13-1 September 28,2023 Surge Protective Devices City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 43 13 Bid No: SURGE PROTECTIVE DEVICES PAGE 2 OF 4 C. Replacements surge protective devices shall be the same manufacturer,make,model and configuration as original unit unless otherwise requested or approved. D. Warranties shall not require that third-party testing or evaluations of failed surge protective devices are re- quired. E. Warranty shall state that the surge protective device manufacturer or authorized vendor shall visit the site and validate the warranty claim not later than 3 calendar days after receiving notice of failure. Site visit and validation shall be provided at no cost to the Owner. F. Warranty shall state that no shipping,handling,examination or other fees shall be incurred by the Owner. G. Monitors and filters shall be covered by the same warranty terms as the surge protective device. PART 2 PRODUCTS 2.1 TYPE 2 SURGE PROTECTIVE DEVICES(SPDs) A. Manufacturer: 1. Current Technology. 2. Approved. B. General Characteristics: 1. Reference Standards:UL 1449,Type 2. 2. Mounting:Recessed next to panel. 3. MCOV:Not less than 125 percent of nominal system voltage for 240/120 V power systems. 4. Peak Surge Current Rating: a. For distribution equipment at service entrance locations:not be less than 320 kA. 5. Protection modes and UL 1449 VPR for 240/120 V,single-phase,three-wire circuits must not exceed the following: a. Line to Neutral: 700 V. b. Line to Ground: 700 V. c. Neutral to Ground: 700 V. d. Line to Line: 1200 V. 6. SCCR:Equal or exceed 200 kA. 7. I Rating:20 kA. C. Options: Permit Set 2643 13-2 September 28,2023 Surge Protective Devices City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 43 13 Bid No: SURGE PROTECTIVE DEVICES PAGE 3 OF 4 1. Include LED indicator lights for power and protection status. 2. Include internal thermal protection that disconnects the SPD before damaging internal suppressor components. 2.2 CONDUCTORS AND CABLES A. Power Wiring: Same size as SPD leads,complying with Section 260519"Wire and Cable(600V and Less)." PART 3 EXECUTION 3.1 INSTALLATION A. Provide OCPD and disconnect for installation of SPD in accordance with UL 1449 and manufacturer's instructions. B. Install leads between disconnects and SPDs short,straight,twisted,and in accordance with manufacturer's instructions.Comply with wiring methods in Section 260519 Wire and Cable(600V and Less)." 1. Do not splice and extend SPD leads unless specifically permitted by manufacturer. 2. Do not exceed manufacturer's recommended lead length. 3. Do not bond neutral and ground. C. Use crimped connectors and splices only.Wire nuts are unacceptable. 3.2 FIELD QUALITY CONTROL A. Field tests and inspections must be witnessed by Owner. B. Tests and Inspections: 1. Compare equipment nameplate data for compliance with Drawings and the Specifications. 2. Inspect anchorage,alignment,grounding,and clearances. 3. Verify that electrical wiring installation complies with manufacturer's installation requirements. C. Nonconforming Work: 1. SPDs that do not pass tests and inspections will be considered defective. 2. Remove and replace defective units and retest. D. Prepare test and inspection reports. E. Manufacturer Services: 1. Engage factory-authorized service representative to support field tests and inspections. Permit Set 2643 13-3 September 28,2023 Surge Protective Devices City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 43 13 Bid No: SURGE PROTECTIVE DEVICES PAGE 4 OF 4 3.3 STARTUP SERVICE A. Complete startup checks in accordance with manufacturer's instructions. B. Do not perform insulation-resistance tests of the distribution wiring equipment with SPDs installed. Disconnect SPDs before conducting insulation-resistance tests;reconnect them immediately after the testing is over. C. Energize SPDs after power system has been energized,stabilized,and tested. END OF SURGE PROTECTIVE DEVICES Permit Set 2643 13-4 September 28,2023 Surge Protective Devices City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 56 19 Bid No: LED EXTERIOR LIGHTING PAGE 1 OF 5 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Materials. 2. Finishes. 3. Luminaire support components. 1.3 ACTION SUBMITTALS A. Product Data:For each type of luminaire. 1. Arrange in order of luminaire designation. 2. Include data on features,accessories,and finishes. 3. Include physical description and dimensions of luminaire. 4. Lamps,include life,output(lumens,CCT,and CRI),and energy-efficiency data. 5. Wiring diagrams for power,control,and signal wiring. 6. Photoelectric relays. 7. Means of attaching luminaires to supports and indication that the attachment is suitable for components involved. B. Shop Drawings:For nonstandard or custom luminaires. 1. Include plans,elevations,sections,and mounting and attachment details. 2. Include details of luminaire assemblies. Indicate dimensions,weights, loads,required clearances, method of field assembly,components,and location and size of each field connection. 3. Include diagrams for power,signal,and control wiring. C. Product Schedule:For luminaires and lamps.Use same designations indicated on Drawings. 1.4 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data:For luminaires to include in operation and maintenance manuals. 1. Provide a list of all lamp types used on Project.Use ANSI and manufacturers'codes. 2. Provide a list of all photoelectric relay types used on Project;use manufacturers'codes. Permit Set 2656 19-1 September 28,2023 LED Exterior Lighting City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 56 19 Bid No: LED EXTERIOR LIGHTING PAGE 2 OF 5 1.5 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Plastic Lenses:Furnish at least two of each type. 2. Furnish two gallons of touch-up paint for each different painted finish and color. 1.6 QUALITY ASSURANCE A. Provide luminaires from a single manufacturer for each luminaire type. B. Installer Qualifications:An authorized representative who is trained and approved by manufacturer. 1.7 DELIVERY,STORAGE,AND HANDLING A. Protect finishes of exposed surfaces by applying a strippable,temporary protective covering prior to shipping. 1.8 FIELD CONDITIONS A. Verify existing and proposed utility structures prior to the start of work associated with luminaire installation. B. Mark locations of exterior luminaires for approval by Architect prior to the start of luminaire installation. 1.9 WARRANTY A. Comply with Section 260010. PART 2 PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Seismic Performance: 1. Luminaires shall withstand the effects of earthquake motions determined according to ASCE/SEI 7. 2.2 LUMINAIRE REQUIREMENTS A. Electrical Components,Devices,and Accessories:Listed and labeled as defined in NFPA 70,by a qualified testing agency,and marked for intended location and application. B. NRTL Compliance: Luminaires shall be listed and labeled for indicated class and division of hazard by an NRTL. C. FM Global Compliance:Luminaires for hazardous locations shall be listed and labeled for indicated class and division of hazard by FM Global. D. UL Compliance: Comply with UL 1598 and listed for wet location. E. Source Limitations: 1. Obtain luminaires from single source from a single manufacturer. Permit Set 2656 19-2 September 28,2023 LED Exterior Lighting City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 56 19 Bid No: LED EXTERIOR LIGHTING PAGE 3 OF 5 2. For luminaires, obtain each color, grade, finish, type, and variety of luminaire from single source with resources to provide products of consistent quality in appearance and physical properties. F. Luminaire Schedule: Refer to Drawings for acceptable manufactures for each type of luminaire. 1. Substitutions: Comply with the requirements of Division 01. a. Samples: Furnish samples for each type of luminaire with the substitution request. 2.3 MATERIALS A. Metal Parts: Free of burrs and sharp corners and edges. B. Sheet Metal Components: Steel unless otherwise indicated.Form and support to prevent warping and sagging. C. Doors,Frames,and Other Internal Access: Smooth operating,free of light leakage under operating conditions, and designed to permit relamping without use of tools.Designed to prevent doors,frames,lenses,diffusers,and other components from falling accidentally during relamping and when secured in operating position.Doors shall be removable for cleaning or replacing lenses. D. Housings: 1. Rigidly formed,weather-and light-tight enclosure that will not warp,sag,or deform in use. 2. Provide filter/breather for enclosed luminaires. E. Factory-Applied Labels: Comply with UL 1598.Include recommended lamps.Labels shall be located where they will be readily visible to service personnel,but not seen from normal viewing angles when lamps are in place. 1. Label shall include the following lamp characteristics: a. "USE ONLY" and include specific lamp type. b. Lamp diameter,shape, size,wattage and coating. c. CCT and CRI for all luminaires. 2.4 FINISHES A. Variations in Finishes:Noticeable variations in same piece are unacceptable.Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. B. Luminaire Finish:Manufacturer's standard paint applied to factory-assembled and-tested luminaire before shipping.Where indicated,match finish process and color of pole or support materials. PART 3 EXECUTION 3.1 EXAMINATION A. Examine substrates,areas,and conditions,with Installer present,for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. Permit Set 2656 19-3 September 28,2023 LED Exterior Lighting City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 56 19 Bid No: LED EXTERIOR LIGHTING PAGE 4 OF 5 B. Examine roughing-in for luminaire electrical conduit to verify actual locations of conduit connections before luminaire installation. C. Examine walls,roofs,and canopy ceilings for suitable conditions where luminaires will be installed. D. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 TEMPORARY LIGHTING A. If approved by the Architect,use selected permanent luminaires for temporary lighting.When construction is substantially complete,clean luminaires used for temporary lighting and install new lamps. 3.3 GENERAL INSTALLATION REQUIREMENTS A. Comply with NECA 1. B. Use fastening methods and materials selected to resist seismic forces defined for the application and approved by manufacturer. C. Fasten luminaire to structural support. D. Supports: 1. Sized and rated for luminaire weight. 2. Able to maintain luminaire position after cleaning and relamping. 3. Support luminaires without causing deflection of finished surface. 4. Luminaire-mounting devices shall be capable of supporting a horizontal force of 100 percent of luminaire weight and a vertical force of 400 percent of luminaire weight. E. Wall-Mounted Luminaire Support: 1. Attached to structural members in walls. F. Wiring Method: Install cables in raceways. Conceal raceways and cables. G. Install luminaires level,plumb,and square with finished grade unless otherwise indicated.Install luminaires at height and aiming angle as indicated on Drawings. H. Coordinate layout and installation of luminaires with other construction. I. Adjust luminaires that require field adjustment or aiming. 3.4 CORROSION PREVENTION A. Aluminum:Do not use in contact with earth or concrete.When in direct contact with a dissimilar metal,protect aluminum by insulating fittings or treatment. B. Steel Conduits: Comply with Section 260533 "Raceways and Boxes for Electrical Systems." 3.5 FIELD QUALITY CONTROL A. Inspect each installed luminaire for damage. Replace damaged luminaires and components. Permit Set 2656 19-4 September 28,2023 LED Exterior Lighting City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 56 19 Bid No: LED EXTERIOR LIGHTING PAGE 5 OF 5 B. Perform the following tests and inspections: 1. Operational Test:After installing luminaires,switches,and accessories,and after electrical circuitry has been energized,test units to confirm proper operation. 2. Verify operation of photoelectric controls. C. Illumination Tests: 1. Measure light intensities at night. Use photometers with calibration referenced to NIST standards. Comply with the following IES testing guide(s): a. IES LM-5. b. IES LM-50. c. IES LM-52. d. IES LM-64. e. IES LM-72. 2. Operational Test:After installing luminaires,switches,and accessories,and after electrical circuitry has been energized,test units to confirm proper operation. D. Luminaire will be considered defective if it does not pass tests and inspections. E. Prepare a written report of tests,inspections,observations,and verifications indicating and interpreting results. If adjustments are made to lighting system,retest to demonstrate compliance with standards. 3.6 DEMONSTRATION A. Train Owner's maintenance personnel to adjust,operate,and maintain luminaires. 3.7 ADJUSTING A. Occupancy Adjustments:When requested within 12 months of date of Substantial Completion,provide on-site assistance in adjusting the direction of aim of luminaires to suit occupied conditions.Make up to two visits to Project during other-than-normal hours for this purpose. Some of this work may be required during hours of darkness. 1. During adjustment visits,inspect all luminaires.Replace lamps or luminaires that are defective. 2. Parts and supplies shall be manufacturer's authorized replacement parts and supplies. 3. Adjust the aim of luminaires in the presence of the Architect. END OF LED EXTERIOR LIGHTING Permit Set 2656 19-5 September 28,2023 LED Exterior Lighting City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 7173 Bid No: ELECTRICAL UTILITY SERVICES PAGE 1 OF 2 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section includes: 1. Arrangement with Snohomish PUD for permanent electric service. 2. Payment of Utility Company charges for service. 3. Service provisions. 4. Utility metering equipment. 1.3 ACTION SUBMITTALS A. Shop Drawings: 1. Include Tacoma Power-prepared plans,elevations, sections,and details. 1.4 QUALITY ASSURANCE A. Perform Work in accordance with Utility Company written requirements. B. Maintain one copy of each document on site. 1.5 FIELD MEASUREMENTS A. Verify field measurements are as indicated on Tacoma Power drawings. 1.6 COORDINATION A. Coordinate with utility company,relocation of overhead or underground lines interfering with construction. Where power lines are to be relocated,bill utility costs,directly to Owner. B. Utility charges for service installation will be paid by Owner and are not part of this contract. PART 2 PRODUCTS 2.1 UTILITY METERS A. Furnished by Snohomish PUD. 2.2 UTILITY METER BASE A. Product Description:Meter base rated 10 amperes continuous duty with 13 jaws, in accordance with Tacoma Power requirements. B. EUSERC sized compartment in main service switchboard,see Section 262413. Permit Set 2671 73-1 September 28,2023 Electrical Utility Services City of Arlington DIVISION 26 Smokey Point Community Park SECTION 26 7173 Bid No: ELECTRICAL UTILITY SERVICES PAGE 2 OF 2 C. Include provisions for padlocking and sealing. 2.3 TRANSFORMER PAD A. Product Description: Cast-in-place or precast concrete transformer pad,with vault,sized as required by Snohomish PUD. PART 3 EXECUTION 3.1 EXAMINATION A. Verify service equipment is ready to be connected and energized. 3.2 INSTALLATION A. Provide excavation for Snohomish PUD transformer pad and vault in accordance with Section 312000 and Tacoma Power Requirements. B. Provide service entrance conduits and feeder conductors from Utility pad-mounted transformer to building service entrance equipment.Tacoma Power will connect service conductors to pad mounted transformer. END OF ELECTRICAL UTILITY SERVICES Permit Set 2671 73-2 September 28,2023 Electrical Utility Services City of Arlington DIVISION 27 Smokey Point Community Park SECTION 27 05 28 Bid No: PATHWAYS FOR COMMUNICATIONS SYSTEMS PAGE 1 OF 2 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Telephone termination backboards. 2. Communication outlets. 1.3 ACTION SUBMITTALS A. Product data for the following: 1. Fire rated pathway. 1.4 CLOSEOUT SUBMITTALS 1. Operation and Maintenance Data: For raceway,boxes, and components, comply with the requirements specified in Section 017823 "Operation and Maintenance Data." 1.5 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing products specified in this Section with minimum 3 years'experience. B. Installer: Company specializing in installing products specified in this Section withminimum 3 years' expe- rience,and with service facilities within 100 miles ofproject. 1.6 PRE-INSTALLATION MEETING A. Convene minimum one week prior to commencing Work of this section. 1.7 COORDINATION A. Contact Comcast and Lumen regarding charges related to service installation.Utility charges for service installation paid by Owner and are not part of this contract. PART 2 PRODUCTS 2.1 TELEPHONE TERMINATION BACKBOARDS A. Material: Type A/C Void-free Plywood;mount with`A' side facing out fromwall. B. Size: 4 feet by 8 feet,3/4 inch thick. C. Provide pre-treated fire-rated plywood or paint with 2 coats of fire retardant paint,colorto match wall. Permit Set 27 05 28-1 September 28,2023 Pathways for Communications Systems City of Arlington DIVISION 27 Smokey Point Community Park SECTION 27 05 28 Bid No: PATHWAYS FOR COMMUNICATIONS SYSTEMS PAGE 2 OF 2 2.2 COMMUNICATIONS OUTLETS A. Product Description: Conform to EIA/TIA 569 requirements forpathways. 1. Provide 4-11/16 inch by 4-11/16 inch by 2-1/8 inch deep square box with one 1-1/4 inch conduit from the box to above accessible ceiling. 2. Provide mud ring in all areas. B. Provide continuous raceway from security outlets to security equipment inthe communications room. PART 3 EXECUTION 3.1 INSTALLATION A. Provide pathways for service entrance cable,backbone cable and horizontal cableconsisting of raceway and cable tray.Provide fire-rated penetrations of all firewalls in cable paths. B. Install pathways in accordance with EIA/TIA 569. C. Finish paint termination backboards with durable white intumescent enamel inaccordance with Section 099000 prior to installation of telephone equipment. D. Install termination backboards and cabinets plumb and attach securely to building wall at each corner. In- stall cabinet trim plumb. 1. Install recessed cabinets flush with wall finishes,and stub 5 empty 1-inch conduits to accessible location above ceiling at each location. E. Install polyethylene pulling string in each empty communications conduit. F. Install engraved plastic nameplates in accordance with Section 260050.Mark backboards,raceways and cabinets with legend"TELEPHONE","DATA","SECURITY",as appropriate. G. Ground and bond pathways and cabinets in accordance with Section260526. END OF PATHWAYS FOR COMMUNICATIONS SYSTEMS Permit Set 27 05 28-2 September 28,2023 Pathways for Communications Systems City of Arlington DIVISION 26 Smokey Point Community Park SECTION 28 20 00 Bid No: VIDEO SURVEILLANCE PAGE 1 OF 6 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section includes 1. Raceway and boxes. 2. Cameras. 3. System cables. 1.3 ACTION SUBMITTALS A. Product Data:For each type of product indicated. Include dimensions and data on features,performance, electrical characteristics,ratings,and finishes. B. Shop Drawings: For video surveillance.Include plans,elevations,sections,details,and attachments to other work. 1. Detail equipment assemblies and indicate dimensions, weights, loads, required clearances, method of field assembly,components,and location and size of each field connection. 2. Functional Block Diagram: Show single-line interconnections between components for signal transmission and control. Show cable types and sizes. 3. Dimensioned plan and elevations of equipment racks, control panels, and consoles. Show access and workspace requirements. 4. Wiring Diagrams:For power,signal,and control wiring. a. Design Data:Include an equipment list consisting of every piece of equipment by model number, manufacturer,serial number,location,and date of original installation.Add pretesting record of each piece of equipment,listing name of person testing,date of test,set points of adjustments,name and description of the view of preset positions,description of alarms,and description of unit output responses to an alarm. 1.4 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data:For cameras,cabling,and components to include in emergency, operation,and maintenance manuals. In addition to items specified in Section 017823 "Operation and Maintenance Data,"include the following: 1. Lists of spare parts and replacement components recommended to be stored at the site for ready access. Permit Set 28 20 00-1 September 28,2023 Video Surveillance City of Arlington DIVISION 26 Smokey Point Community Park SECTION 28 20 00 Bid No: VIDEO SURVEILLANCE PAGE 2 OF 6 1.5 WARRANTY A. Furnish non-prorated,transferrable warranty beginning on the date of substantial completion or the date first used,whichever is later. Warranty period shall be 1 year,except where any specific guarantees from a supplier or equipment manufacturer exceed 1 year. B. Warranty shall cover all costs associated with troubleshooting,repair,and replacement of defective parts and Work,labor,transportation,lodging,materials,and equipment. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements,provide the following system: 1. Verkada,no exceptions. 2. The local authorized dealer is Far West Technologies in Puyallup,Washington. Address: 606 East Main Ave Puyallup,Washington 98371 Phone: 253-604-44341 Contact: Eric Schroder,extension 159 Email: erics@electrocom.us/bswerk@electrocom.us 2.2 VIDEO MANAGEMENT SYSTEM A. Verkada cloud based software. 2.3 RACEWAY AND BOXES A. Sheet Metal Junction and Pull Boxes: 1. Description: Sheet metal box with a blank cover that serves the purpose of joining different runs of raceway or cable. 2. NEMA OS 1 and UL 50. 3. Galvanized steel. 4. Minimum size:4 inches square by 2-1/8 inches deep. B. RACEWAYS 1. Description: Provide conduit from device back box to accessible ceiling. 2. Minimum size: 1 inch. 3. Provide insulating bushings on each conduit end. 2.4 CAMERAS A. 5MP outdoor dome vandal-resistant camera: Permit Set 28 20 00-2 September 28,2023 Video Surveillance City of Arlington DIVISION 26 Smokey Point Community Park SECTION 28 20 00 Bid No: VIDEO SURVEILLANCE PAGE 3 OF 6 1. Manufacturer: a. Verkada CD52-E. b. Substitutions:Not permitted. 2. Resolution: 5 MP. 3. Power input:Power-over-Ethernet. 4. Operating temperature range: -40 degrees F to 122 degrees F. 5. Provide with the following features: a. Video loss/change detection. b. Varifocal. c. Remote focus. d. Record on motion. e. Audio. f. Stream with H.264 video compression. 6. Provide with 30-days of recorded storage. 2.5 SYSTEM CABLES A. Category 6 Cables: 1. Provide category 6 cables. 2. Color:blue. 3. Coordinate with manufacturer for type and quantity of wiring. 4. For outdoor plant cabling:Provide category 6 OSP cable with a category 6 protector unit. a. The 23-gage cable shall consist of polyethylene,insulated conductors,twisted into four pairs,stranded around a polyolefin center member, filled with a flooding compound and jacketed with a black polyethylene jacket. b. The cable shall be fully compliant Category 6 requirements of TIA/EIA 568-B.2-1 and ISO/IEC 11801. Permit Set 28 20 00-3 September 28,2023 Video Surveillance City of Arlington DIVISION 26 Smokey Point Community Park SECTION 28 20 00 Bid No: VIDEO SURVEILLANCE PAGE 4 OF 6 PART 3 EXECUTION 3.1 EXAMINATION A. Examine pathway elements intended for cables.Check raceways and other elements for compliance with space allocations,installation tolerance,hazards to camera installation,and other conditions affecting installation. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 EXISTING WORK A. Maintain existing video surveillance system remaining active and requiring access. B. Protect existing cameras remaining in service from damage during demolition and during construction. C. Remove and protect existing cameras,to be reinstalled,from damage during demolition and during construction. D. Replace any existing cameras or equipment due to damage caused during demolition and during construction. 3.3 INSTALLATION A. Provide pull strings in all conduits. B. Install in accordance with the manufacturer's diagrams andrecommendations. C. All wiring shall be routed using j-hooks,conduit sleeves andconduit. 1. Wiring shall be run in conduit in walls, above inaccessible ceilings, and where concealed or subject to physical damage. 2. Wiring shall be routed using j-hooks above accessible ceilings. 3.4 CLEANING A. Clean video-surveillance-system components,including camera-housing windows,lenses,and monitor screens. 3.5 FIELD QUALITY CONTROL A. Perform tests and inspections. B. Tests and Inspections: 1. Inspection: Verify that units and controls are properly installed, connected, and labeled, and that interconnecting wires and terminals are identified. 2. Pretesting: Align and adjust system and pretest components, wiring, and functions to verify that they comply with specified requirements. Conduct tests at varying lighting levels, including day and night scenes as applicable. Prepare video-surveillance equipment for acceptance and operational testing as follows: Permit Set 28 20 00-4 September 28,2023 Video Surveillance City of Arlington DIVISION 26 Smokey Point Community Park SECTION 28 20 00 Bid No: VIDEO SURVEILLANCE PAGE 5 OF 6 a. Verify operation of lenses. b. Set and name all preset positions;coordinate with Owner. c. Set sensitivity of motion detection;coordinate with Owner. d. Connect and verify responses to alarms. e. Verify operation of control-station equipment. 3. Test Schedule: Schedule tests after pretesting has been successfully completed and system has been in normal functional operation for at least 14 days.Provide a minimum of 10 days'notice of test schedule. 4. Acceptance testing: a. Acceptance test shall be scheduled during a period when the building is unoccupied and a complete system test can be accomplished. b. Contractor shall provide the services of no fewer than two(2)skilled technicians to perform the ac- ceptance test.Technicians performing the acceptance test shall have been involved in the program- ming and installation of this project and shall be thoroughly familiar with all aspects of the Work. Technicians shall be equipped with portable two-way radios that will be used during the test. c. Contractor shall provide all ladders,tools,test equipment,and other facilities needed to accomplish the Acceptance test. d. During acceptance test,Contractor shall demonstrate all equipment,system features and camera views to the Owner.Contractor shall fully cooperate with the Owner and aid with the inspection and test.Contractor shall remove and reinstall covers,open and restore wiring connections,operate equipment,and perform other reasonable work as requested by the Owner. e. Any portions of the Work found to be deficient or not in compliance with the Contract Documents will be rejected. Owner will record any such deficiencies observed during the Acceptance test.A copy of said list will be provided to Contractor and all deficiencies shall promptly be corrected. 5. Post testing: Shall be completed 45 days after final acceptance is achieved to verify system function. a. The post system process includes testing that is intended to test system function under operational conditions. The Contractor shall provide the required labor,materials,and test equipment to perform the tests. Technicians performing the post system test shall have been involved in the programming and installation of this project and shall be thoroughly familiar with all aspects of the Work.The Contractor and Owner will conduct and document the testing,upon acceptance the Owner shall sign the test report to verify tests were performed.Include verification of the following: 1) Quality of video on client PC with 4x4 camera views for live and recorded viewing. 2) Cameras are configured to record on motion and sensitivity is appropriate. 3) Camera analytics are configured properly to record/send alert. 4) WDR is enabled on interior cameras. 5) Cameras are using proper H.264/5 compression. Permit Set 28 20 00-5 September 28,2023 Video Surveillance City of Arlington DIVISION 26 Smokey Point Community Park SECTION 28 20 00 Bid No: VIDEO SURVEILLANCE PAGE 6 OF 6 6) Cameras are set to use variable frame rates. 7) Live and/or recording resolutions are set accordingly. 8) Cameras are zoomed out at 100%&focused. 9) Frame rate settings in no motion and motion observed. 10)Camera settings for pre and post motion retention on recording. 11)Monitoring from an offsite location. 12)System is configured with the camera"maps"that will illustrate the location of each camera based upon a graphical depiction of the space served. 13)Recorders are load balanced. 14)Retention and archive settings. 15)Programming adjustments shall correct any Owner issues experienced over the past 45 days. 6. Operational Tests: Perform operational system tests to verify that system complies with Specifications. Include all modes of system operation.Test equipment for proper operation in all functional modes. 7. Video surveillance system will be considered defective if it does not pass tests and inspections. 8. Prepare test and inspection reports. 3.6 TRAINING A. Instruct the Owner in the operation,maintenance and programming of the system.Training shall be performed at substantial completion and again three months after the initial instruction period. Training shall be 4 hours per session. END OF VIDEO SURVEILLANCE Permit Set 28 20 00-6 September 28,2023 Video Surveillance City of Arlington DIVISION 31 Smokey Point Community Park SECTION 31 10 00 Bid No: SITE PREPARATION PAGE 1 OF 11 PART1 GENERAL 1.1 SUMMARY A. Work includes but is not limited to the following: 1. Provide pre-mobilization video(on DVD)of existing site conditions. 2. Locate and document existing utilities and controls. 3. Save and protect from harm any trees,structures,features,and facilities to remain. 4. Provide temporary chain link construction fencing to secure construction site. 5. Adjust and relocate temporary chain link construction fencing per stage as necessary to secure site. 6. Provide staging and stockpiling locations. 7. Remove and dispose of curbs,pavement,fencing, signs,lights,pavement markings,topsoil, trees,bollards,and other items shown on plans and as required to install new improvements. 8. Remove and dispose of utility materials from below the ground surface as required. 9. Cap and abandon utilities where not required to be removed. 10. Identify,and coordinate with the Owner's Representative and/or utility purveyor(s),the disconnection,capping,abandonment,and/or removal of utilities as required. 11. Clear and grub areas of the site as required and designated for new construction.Remove trees and plantings in such a manner to protect those that are to remain. 12. Salvage existing materials as specified. 13. Dispose of material from the site. 1.2 RELATED SECTIONS A. Coordinate related work specified in other parts of the Project Manual,including but not limited to following: 1. Section 0157 13—TESC. 2. Section 3122 00—Earthwork. 1.3 REFERENCES A. Comply with Section 01 33 00. B. 2019 Western Washington Stormwater Manual by Washington State Department of Ecology,as adopted by the City of Arlington Land Use Code Title 20. Permit Set 31 10 00-1 September 28,2023 Site Preparation City of Arlington DIVISION 31 Smokey Point Community Park SECTION 31 10 00 Bid No: SITE PREPARATION PAGE 2 OF 11 C. WSDOT-Standard Specifications for Road,Bridge and Municipal Construction,latest edition; Washington State Department of Transportation. Standard Plans,current edition. D. Subsurface Exploration,Geologic Hazard,and Geotechnical Engineering Evaluation prepared by Associated Earth Sciences Inc.for Rock Project Management Services,LLC,dated July 28,2023. 1.4 SUBMITTALS A. Comply with Section 01 33 00. B. Submit surveyor's Certificate of Insurance C. Submit demolition procedures and operational sequence for review and acceptance by the Owner's Representative.Include permits for transport and disposal of debris as required. D. Prior to mobilization to the site,submit to Owner's Representative a copy of a DVD with video recording of existing conditions of fences,surfaces(including existing pavement,building and structures to remain),equipment,and adjacent improvements that might be misconstrued as damage related to construction. E. Prior to mobilization,submit for review a complete site access,staging,and stockpiling plan using a copy of the basic site layout plan. Identify all areas to be used for access,staging,and stockpiling throughout various phases of the construction sequence.Provide a legend or key as appropriate where phasing affects location. F. Submit shop drawing of portable temporary fencing panels and connection hardware. G. Submit Record Drawings according to Section 0133 00 identifying and accurately locating capped utilities and other subsurface structural,electrical and mechanical conditions.H. 1.5 MATERIAL OWNERSHIP A. All site demolition materials shall become the Contractor's property unless otherwise noted in the project documents. 1.6 EXISTING CONDITIONS A. Protection of existing improvements 1. Provide,erect,and maintain barricades,coverings,or other types of protection necessary to prevent damage to existing improvements to remain. 2. Restore any existing on or off-site improvements damaged by this work to their original condition,as acceptable to Owner's Representative.Restoration includes but is not limited to landscaping,pavement,walks,structures and fences. 3. Restore to original grades and conditions,areas adjacent to site disturbed or damaged as a result of site preparation and demolition work. B. Contact all necessary utility purveyors including City of Arlington(Storm),City of Marysville (Sewer,Water), Snohomish PUD(Power),and other purveyors including communications(Comcast Permit Set 31 10 00-2 September 28,2023 Site Preparation City of Arlington DIVISION 31 Smokey Point Community Park SECTION 31 10 00 Bid No: SITE PREPARATION PAGE 3 OF 11 and Lumen),to coordinate utility cutoffs and removals.Verify that all appropriate services have been disconnected. C. Do not shut off or cap utilities without prior notice and Coordination. Site utilities shall remain in service unless otherwise directed. Coordinate work with Division 01 requirements. D. Objectionable Noises: Limit use of air hammers and other noisy equipment.Conform to local governing requirements regarding Noise Control. E. Maintain vehicular and pedestrian traffic routes: 1. Ensure minimum interference with roads,streets,sidewalks,and adjacent facilities for all areas that are not under construction. 2. Do not close or obstruct streets,sidewalks,or passageways without permission from authorities having jurisdiction. 3. If required by governing authorities,provide alternate routes around closed or obstructed traffic ways. F. Verify location and elevation of existing utilities at points of connection prior to commencing work on new utility that is to be connected to the existing utility. Coordinate with Owner's Representative if actual conditions are at variance with plans. G. Verify location and elevation of existing utilities sufficiently in advance of construction to allow for coordination and mitigation of conflicts without down time or project delays. 1.7 DIMENSIONS AND LAYOUTS A. The Contractor is responsible for furnishing,setting,and marking all line and location stakes including offsets and general construction staking.When work requiring control is required,all necessary related equipment and instruments shall be on site.A qualified layout engineer,surveyor,or technical specialist shall be assigned to the Contractor Crew for this work.The equipment and personnel must be available,at no additional cost to the City of Arlington for the purposes of verifying layout,conformance of grading,and certifying the accuracy of the work per the contract documents. B. The Contractor is responsible for preserving all benchmarks and stakes and is required to replace any stakes or benchmarks that are displaced or missing. C. The Contractor is responsible for review of all utility purveyor and City records relating to the existing underground utilities.The Contractor is responsible for avoiding damage to these facilities and shall restore all utilities at Contractor's own expense.The Contractor is to notify the Owner's Representative immediately if underground utilities not shown on record documents are encountered. D. If any discrepancies are found by the surveyor between the drawings and actual field conditions,the contractor shall immediately notify the Owner's Representative. 1.8 REGULATORY REQUIREMENTS A. Schedule the required pre-construction meeting with the City of Arlington and Owner's Representative,and Landscape Architect. Permit Set 31 10 00-3 September 28,2023 Site Preparation City of Arlington DIVISION 31 Smokey Point Community Park SECTION 31 10 00 Bid No: SITE PREPARATION PAGE 4 OF 11 B. Comply with all applicable Federal, State,and Local codes and safety regulations.If there are any conflicts among referenced standards,the more stringent requirements shall govern. C. Coordinate demolition work with the appropriate utility purveyors. D. Obtain all necessary permits. PART2 PRODUCTS 2.1 CONSTRUCTION FENCING A. See Section 01 50 00. B. Provide galvanized chain link fencing a minimum of 6 feet high. C. Posts shall be minimum 1 5/8"diameter galvanized steel pipe.At contractor's option, Schedule 40 galvanized steel pipes may be driven into ground where fencing is placed on pervious and/or uneven surfaces and a continuous roll of fence fabric may be used;use minimum 9-gaage aluminum wire ties to attach fabric to posts. On hard surfaces or where fences will be moved frequently,use fence panels supported with concrete blocks(min 80lbs each)and strapped together with saddle clamps.Fence sections shall have top and bottom rails. D. Provide interwoven 2"by 2"diamond mesh steel wire fabric, 11 gauge minimum chain-link. Knuckled or twisted selvage is acceptable.Barbed wire is not allowed. E. Provide prefabricated fence panel gates of an appropriate size and location for Contractor's operations. Gates shall be double-padlocked. Owner will provide 1 lock keyed for City personnel for each entry,and Contractor will provide a lock for Contractor and Subcontractor entry at each gate. Hinged sides of each gate panel shall include double bracketing. F. Bracing:provide additional panels or outriggers as necessary to provide a rigid,stable run of fence. G. Provide warning signage every 50 LF of fence running line. Signage shall be a minimum of 18 inches square,brightly colored,with contrasting lettering as follows: "WARNING CONSTRUCTION KEEP OUT." 1. Where approved,Temporary PVC Fencing may be used in low-security,short term applications.Provide 4-ft wide rolls of orange PVC web fencing,6-ft lengths of#5 deformed steel reinforcing bar for posts,and safety caps for the#5 reinforcing bar. PART3 EXECUTION 3.1 EXAMINATION A. Do not begin work prior to receiving Notice to Proceed from Owner. B. Verify that site improvement removal may safely and appropriately begin. C. Obtain required permits and permission from local governing authorities and Owner prior to commencing work. Permit Set 31 10 00-4 September 28,2023 Site Preparation City of Arlington DIVISION 31 Smokey Point Community Park SECTION 31 10 00 Bid No: SITE PREPARATION PAGE 5 OF 11 D. Prior to beginning site removals and clearing,meet with the Owner's Representative and review demolition plan.Indicate all existing trees that will be affected by construction and coordinate with Landscape Architect. Coordinate removal of landscape materials with the Owner's Representative, Landscape Architect,and County Arborist,if applicable. 3.2 DOCUMENTATION OF UTILTIES AND CONTROLS A. Maintain a separate drawing to be stored on-site for identifying key utilities and controls.Identify and apply color-coded markings identifying shut-offs for domestic water,irrigation water,power,and gas. Identify sanitary sewerage,stormwater discharge,gas,fiber optics,and telephone(all as appropriate) lines,which are to be maintained in service during the work.Color-code emergency contact information for each utility directly on the drawing. B. In accordance with Section 3122 00,identify and accurately locate all capped utilities,utilities to be abandoned in place and other subsurface piping,structural,electrical and mechanical existing improvement to remain. 3.3 GENERAL A. Install perimeter Temporary Erosion and Sedimentation Control(TESC)measures in accordance with Section 0157 13,and flag or fence,as shown on plans,all clearing limits prior to clearing or grubbing of the site. B. The Contractor shall note that the soils are very moisture sensitive,and the erosion potential of the site soils is high and that a significant amount of the clearing and earthwork will be conducted during wet weather. See Geotechnical Engineering Report and Section 3122 00.The Contractor shall implement and employ means and methods necessary to execute site demolition work in accordance with the Contract requirements and project schedule. C. The contractor shall schedule site demolition work to minimize existing soil disturbances.The Contractors ability to perform site demolition work with the existing moisture sensitive soils may be impossible during different periods of the work and may require the contractor to cease operations until some soil healing occurs.Inactive workdays or wet weather days shall be expected and planned for in the Contractor's schedule and bid without extra cost to the Owner,except in abnormal wet weather cases.Abnormal wet weather cases shall be in accordance with the General Conditions.Time delays caused by the inability to perform work in existing saturated soils shall not be a basis for additional money or time claims. D. Prior to commencing site demolition and clearing,locate and flag all limits. Save and protect all areas to outside limits or existing improvements to remain.Contractor shall repair to equal or better condition areas outside limits impacted by Contractors work.Prior to site clearing and demolition, contact utility location service(both public and private)and have all underground utilities on the site and adjacent right of ways clearly marked.Locate,flag,and protect existing underground utilities to remain. E. Approximate locations of existing utilities have been obtained from available records and are shown for convenience.The contractor shall be responsible for verification of the locations shown and for discovery of possible additional utilities not shown so as to avoid damage or disturbance.The underground utility location service shall be contacted for field location prior to any construction. The Owner's Representative shall be contacted if a utility conflict exists. Permit Set 31 10 00-5 September 28,2023 Site Preparation City of Arlington DIVISION 31 Smokey Point Community Park SECTION 31 10 00 Bid No: SITE PREPARATION PAGE 6 OF 11 F. Protect from weather existing soils exposed by site clearing and demolition activities.Protect exposed soils from erosion by covering with straw mulch or plastic.Prevent disturbance from vehicular/construction traffic.Coordinate with TESC requirements in accordance with Section 0157 13. G. Protect and maintain benchmarks and survey control points from disturbance during construction. H. The Contractor shall provide temporary barricades,barriers,guard railing,shoring etc.as necessary to protect personnel,structures,and utilities to remain intact during the operation of this contract. Conduct work in such a way to prevent damage to adjacent buildings,structures,other facilities and injury to persons.The Contractor shall clean adjacent structures and improvements of dust,dirt or debris caused by demolition and clearing operations.Any damage to existing facilities to remain or to improvements on adjacent properties shall be repaired,replaced and/or reconstructed by the Contractor at their expense to its original condition or better as directed by the Owner's Representative. I. Conduct site demolition and clearing in such a way to ensure minimum interference with roads and other adjacent properties.Do not close or obstruct streets or other occupied or used facilities without permission from authorities having jurisdiction. 3.4 CLEARING A. Specifically locate and establish clearing limits by physical means as required by the documents.The chain-link security fence shall also be allowed to establish the clearing limits. B. Clear areas of the site as required and designated for new construction.Remove trees and plantings in such a manner to protect those that are to remain. Cut and remove entire stumps of trees designated to be removed. Completely remove all roots, stumps,vegetation and all other organic debris within the clearing limits as required for new construction and as indicated on the documents. C. Save and protect trees indicated on plans to remain.Protect all off-site trees along adjacent roadways and on surrounding properties.Refer to Section 01 56 39 for tree and plan protection and extents of stump removal. D. Remove growth and underbrush within the clearing limits as required for new construction and as indicated.Perform removal operations in a manner to protect existing property and trees and plants to remain. E. Do not drive heavy equipment outside of clearing limits to perform any clearing or tree removal. Replace all fencing and TESC measures damaged by logging at no additional cost to the Owner. F. Dispose of clearing debris off site in a legal manner.Remove all debris and litter found on-site. 3.5 GRUBBING A. Grub or otherwise prepare areas where clearing has occurred to receive construction or other improvements. B. Excavate and remove all stumps to depth as necessary(assume 3 feet for bidding purposes)to remove all organic material and roots associated with the stumps. Permit Set 31 10 00-6 September 28,2023 Site Preparation City of Arlington DIVISION 31 Smokey Point Community Park SECTION 31 10 00 Bid No: SITE PREPARATION PAGE 7 OF 11 C. Excavate and remove roots larger than 1 inch in diameter,rocks,boulders and other unsuitable materials. D. Strip site to an average depth of 6 inches,with greater depth as required for stump and root removal listed above. E. Use only hand methods for grubbing inside a 10-foot radius or the drip line(whichever is greater)of trees indicates to remain. F. Any stripping volumes required beyond the assumed depth listed above will be compensated for by the Owner only if documented,reviewed and measured prior to removal by the Geotechnical engineer.No additional compensation will be made for additional stripping done without Owner's Representative and Geotechnical Engineer's review and approval. G. Fill depressions caused by clearing and grubbing operations as indicated for the respective areas of work in these specifications.Compact to the appropriate level indicated per Section 3122 00. 3.6 DRAINAGE AND GROUNDWATER A. Review and follow the Geotechnical recommendations concerning sub-grade protection. B. Control all surface and sub-surface water in order to prevent damage to the project site and adjacent properties.Provide all means necessary to immediately resolve surface water drainage problems generated on the construction site.Protect disturbed areas from inclement weather and surface runoff during construction process to provide a suitable working platform for all phases of the construction. Provide proper grading to prevent standing water. C. Intercept and route upstream stormwater around the project site as applicable. D. Keep natural drainage ways open for drainage at all times.Provide erosion control and stormwater turbidity control facilities as required according to the Plan,Section 01 57 13,and per the City inspector to prevent sediment transport and turbid stormwater discharge either downstream or offsite. TESC facilities shall be installed prior to clearing and demolition.At no time shall more than one foot of sediment be allowed to accumulate within a catch basin,ditch,or swale.All catch basins and conveyance ditches shall be cleaned prior to paving.Mud/sediment build-up shall be removed,and the cleaning operation shall not flush sediment-laden water into the downstream system. E. Keep open pits and holes caused as a result of demolition work free of standing water.All water shall be discharged in a stabilized manner to the site TESC system. F. Keep all trenches,holes and pits free of water during clearing,grubbing,excavation,construction of structures and installation of drains.Control surface run-off in order to prevent collection of water in areas not indicated to hold run-off. G. Prior to clearing and demolition,in the event dewatering is required,submit to the Owner's Representative a statement of the method,installation,and details of the dewatering systems in accordance with Division 1.Provide,install,and operate all necessary equipment to keep excavations free from water during construction.Dewater and dispose of the water in order to not cause damage to public/private property or to cause a nuisance/menace to the public.The Contractor shall have at all times sufficient pumping equipment and machinery in good working condition for all ordinary Permit Set 31 10 00-7 September 28,2023 Site Preparation City of Arlington DIVISION 31 Smokey Point Community Park SECTION 31 10 00 Bid No: SITE PREPARATION PAGE 8 OF 11 emergencies,including power outages.Have available,at all times,competent workers for the operation of the pumping equipment. H. Control ground water to prevent softening of the base of the excavation or formation of quick conditions or boils during excavation.Design and operate dewatering systems in order to prevent removal of natural soils and to eliminate turbidity of the discharge water. 3.7 GENERAL SITE REMOVALS A. Remove and dispose of site walls and foundations,fences,site furnishings,stairs and foundations, landscaping,topsoil,piping,and other obstructions in areas to be cleared.Materials not designated for salvage shall be broken up,loaded,and legally disposed of by the Contractor. Care shall be taken removing items to ensure that damage does not occur to the existing trees and improvements which are to remain in place. B. Electrical: Demolish miscellaneous electrical furnishings including but not limited to lighting,power vaults,data and communication vaults and junction boxes,underground raceways between vaults etc. in their entirety unless otherwise designated in the electrical plans and specifications.All work shall be incidental to site demolition. C. Mechanical:Demolish all gas utility,exterior building plumbing and mechanical equipment and piping in their entirety unless otherwise designated in the mechanical plans and specifications.All work shall be incidental to site demolition. D. Sprinkle excavated material and access roads as necessary to limit dust to the lowest practicable level. Do not use water to such an extent as to cause flooding,contaminated runoff,or icing. E. Explosive blasting is forbidden. 3.8 PAVEMENT DEMOLITION A. Raze,remove,and dispose of curb,concrete and asphalt pavements and appurtenances,concrete walls,concrete plaza and patios,concrete site stairs,and other Pavement removals adjacent to existing pavement to remain shall be accomplished by making a neat vertical sawcut at the limits of removal for asphalt and to the nearest joint on concrete.All concrete walk removals shall be sawcut at the next adjacent joint.Adjacent pavement materials designated to remain that are damaged by the Contractor during the work shall be replaced at no additional cost to the Owner. B. Contractor may elect to crush(rubblize,grind,pulverize etc.)and stockpile existing concrete and/or asphalt on-site for use per Section 3122 00. Special care shall be taken to not mix recycled material with onsite soils. C. Asphalt pavement can be ground and recycled in-place as base course in areas to be repaved. Recycled asphalt pavement shall not be used in any area except below those areas proposed to be repaved with standard paving including but not limited to under pervious pavement,building,planting areas or underneath bioretention areas.Care shall be taken to not mix ground asphalt pavement into other onsite soils that are to be exported or removed from the site.Onsite soils designated to be exported from the site that have been contaminated with ground asphalt shall be removed at no additional cost to the Owner. Permit Set 31 10 00-8 September 28,2023 Site Preparation City of Arlington DIVISION 31 Smokey Point Community Park SECTION 31 10 00 Bid No: SITE PREPARATION PAGE 9 OF 11 D. Recycled Portland cement concrete rubble may be considered for construction aggregate with approval from the geotechnical engineer that it meets the material specification and if it has not been painted or exposed to dangerous or hazardous materials. It may also be considered for structural fill if it meets the requirements for structural fill per section 3122 00. Recycled Portland cement concrete may not be used in the following areas or under the following conditions: 1. Planting areas 2. Underneath bioretention areas 3. Where exposed to the elements 4. Where free drainage is required 5. Where wet conditions exist or are anticipated to exist 3.9 UTILITY DEMOLITION A. Contractor shall coordinate with applicable utility owners,purveyors and Owner's Representative to provide timely completion of utility removal work to be done by others.Installation of temporary utilities may be required to accomplish the required work and shall be considered incidental to the work. B. Locate all existing underground and above ground utilities in area of work. Save,support and protect utilities to remain.All utility piping and structures not designated for removal are to remain until new services are tested and in operation and shall be protected during construction unless indicated otherwise.Damage to existing utilities which are to remain shall be repaired immediately at the Contractor's expense.In the event the Contractor encounters utility lines not shown on the site plan or otherwise indicated to be saved,removed,or abandoned,the location of such lines shall be marked in the field and the Owner's Representative notified. C. Locate,identify,disconnect,remove and dispose of utilities to be shown to be demolished.Arrange with utility owners and purveyors to shut off indicated utilities.Disconnect and/or remove existing utilities and/or structures as shown on plans and any additional utilities found in the construction area that conflict with improvements as part of this work. D. Shall be performed in accordance with the current edition of the City of Arlington Material/Construction Specifications and coordinated with City of Arlington personnel(inspector). E. Completely remove all existing utility piping and structures within the project area that is not being utilized as part of the new development. F. Abandon all pipes specially called out to remain on the plans,unless designated otherwise on plans or in specifications,in accordance with WSDOT Section 7-08.3(4). 3.10 FILLING DEPRESSIONS A. Fill depressions caused by clearing,grubbing,demolition and utility removal operations shall be accordance with Section 3122 00 and shall meet all criteria specified for moisture and compaction with respect to the future conditions designated for that area.The Contractor use caution if using common backfill materials due to their moisture sensitivity.The contractor is responsible and shall Permit Set 31 10 00-9 September 28,2023 Site Preparation City of Arlington DIVISION 31 Smokey Point Community Park SECTION 31 10 00 Bid No: SITE PREPARATION PAGE 10 OF 11 install satisfactory soil materials to accomplish the work.The demolition excavation and backfill shall be incidental to the Site Demolition work. 3.11 STRIPING REMOVALS A. Removal of existing thermoplastic or paint striping on existing pavement to remain shall be completed by hydroblasting or approved equal. 3.12 DISPOSAL OF MATERIALS A. Refer to Section 0174 19 Construction Waste Management. B. All site demolition materials shall become the Contractor's property unless otherwise noted in the project documents. C. The refuse resulting from site preparation shall be disposed of by the Contractor in a manner consistent with all government regulations.In no case shall refuse material be left on the project site, shoved onto abutting private properties,or be buried in embankments or trenches on the project site. Debris shall not be deposited in any stream or body of water,or in any public right-of-way or upon any private property except by written consent of the private property owner. On-site burning is not allowed.Maintain hauling routes clean and free of any debris resulting from work of this Section. D. The Owner encourages the salvage and recycling of materials from demolished structures.The Contractor shall salvage or recycle,in an acceptable manner to environmental agencies and the Owner,at his/her option any of the materials designated for disposal. E. Non-salvageable or non-recyclable demolition,contaminated soils,and creosote debris shall be transported to an approved lined landfill with a leachate collection system. F. The Contractor has the option to secure its own demolition debris,asphalt,concrete,and creosote materials disposal or recycle site(s)provided it has acquired all permits and approvals necessary from governing agencies and the Owner. G. The Contractor shall submit to the Owner's Representative copies of trip tickets and receiver tickets for all material transported to approved landfills and/or recyclers to ensure disposal at proper facilities. Trip tickets will not be used to quantify material. H. Leave the project area in a neat and orderly condition to meet the approval of the Owner/Owner's Representative. 3.13 CONSTRUCTION FENCING A. Contractor shall install construction fencing including gates as necessary to secure site.Fence shall be inspected and maintained on a regular basis. B. Contractor shall coordinate any work outside of construction fencing with City of Arlington District prior to performing work. C. Secure the project site from trespass or unintentional entrance by unauthorized personnel. D. All disturbed ground stockpiles,staging and on-site transport routes shall be fully enclosed by a perimeter security fence.Areas either under construction or completed but not specifically accepted Permit Set 31 10 00-10 September 28,2023 Site Preparation City of Arlington DIVISION 31 Smokey Point Community Park SECTION 31 10 00 Bid No: SITE PREPARATION PAGE 11 OF 11 by the Owner's Representative as Substantially Complete shall be completely enclosed.Areas included in the Contract but not yet under construction may be left open to public access at the discretion of the Owner's Representative. E. Temporary chain link fence panels shall be connected mechanically by means of pre-fabricated, bolted brackets manufactured specifically for the purpose.Fence panels shall not be wired together. F. Where long straight runs result in an unstable condition,sufficient out-rigging shall be incorporated to maintain fencing upright.Use only pre-manufactured outriggers or additional fence panels.Out- riggers shall be placed on the interior side of the fence unless approved by the Owner's Representative.Alternatively,and where appropriate,a"zig-zag"arrangement of panels for stability may be used. G. Uneven Terrain:Where uneven terrain will not allow the use of pre-manufactured portable fence panels,or where otherwise directed by the Owner's Representative,drive posts directly into the earth plumb and 8 ft on center along the approved alignment.It is the Contractor's responsibility to perform a complete locates for underground utilities in any area to receive driven posts.Drive posts to sufficient depth to assure stability and durability for the life of the installation,maintaining a minimum of 6 ft above grade.Reset loose posts at the direction of the Owner's Representative. Secure chain link fabric to posts using approved wire ties within 6 inches of the top and bottom of each post, and a minimum of 18 inches on center between.Provide posts at each end of each driven post installation at a point that is sufficiently level to clamp prefabricated portable fence panels directly to the driven post installation. H. Where approved,temporary PVC Fencing may be installed in low-security,short term applications. Attach 4-ft wide rolls of orange PVC web fencing with wire ties to driven 6-ft#5 deformed steel reinforcing bar posts located at 5 ft on center. Cap each reinforcing bar with a safety cap manufactured for the#5 reinforcing bar. 3.14 TREE PROTECTION FENCING A. Tree protection fencing shall be installed in accordance with the plans and coordinated with the Landscape Architect. 3.15 REMOVAL OF TREE PROTECTION AND SECURITY FENCING A. Remove Temporary Tree Protection and Security Fencing within 2 weeks of establishment of the Contract Work as Substantially Complete.The Owner reserves the right of transfer of any rental agreement or contract for Temporary Fence installations,with the cost of eventual removal to be covered by the Contractor upon transfer. 3.16 PROTECTION OF STOCKPILES A. Protect stockpile areas from release of sediment.Cover stockpiles at all times while not in use to keep stored material dry. Surround materials stockpiled on pavement by two rows of straw bales or compost filter sock with joints staggered. END OF SECTION 311000 Permit Set 31 10 00-11 September 28,2023 Site Preparation City of Arlington DIVISION 31 Smokey Point Community Park SECTION 3122 00 Bid No: EARTHWORK PAGE 1 OF 18 PART1 GENERAL 1.1 SUMMARY A. Work includes but is not limited to the following: 1. Accomplishing indicated and required excavation,filling,compaction,and rough grading as required for school,walkways,and parking construction,site grading,utility construction,and the construction of other miscellaneous improvements. 2. Protection and conditioning of on-site materials. 3. Removing and disposing of materials that are unsuitable for reuse from the site. 4. Importing any additional required materials. 5. Coordinating earthwork operations with the other work of the Project. B. Work shall be in accordance with the Standard Specifications for Road,Bridge and Municipal Construction,latest edition,Washington State Department of Transportation/APWA. C. Related sections include but are not limited to: 1. Section 31 10 00—Site Preparation 2. Section 32 12 16—Asphalt Paving 3. Section 32 13 13—Concrete Paving 4. Section 32 80 00—Irrigation 5. Section 33 10 00—Water Utilities 6. Section 33 30 00—Sanitary Sewer 7. Section 33 40 00—Storm Drainage 1.2 REFERENCES A. ASTM D6938-17a Test Method for Density of Soil in Place by Nuclear Densometer. B. ASTM C136 Standard Method for Sieve Analysis of Fine and Coarse Aggregate. C. ASTM D1557-91 Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort(56,000 ft-lb/cu ft). D. Subsurface Exploration,Geologic Hazard,and Geotechnical Engineering Evaluation prepared by Associated Earth Sciences Inc. for Rock Project Management Services,LLC,dated July 28,2023. E. WSDOT-Standard Specifications for Road,Bridge and Municipal Construction,latest edition; Washington State Department of Transportation. Standard Plans,latest edition. Permit Set 31 22 00-1 September 28,2023 Earthwork City of Arlington DIVISION 31 Smokey Point Community Park SECTION 3122 00 Bid No: EARTHWORK PAGE 2 OF 18 F. 2019 Western Washington Stormwater Manual by Washington State Department of Ecology,as adopted by the City of Arlington Land Use Code Title 20. 1.3 SUBMITTALS A. Comply with Section 01 30 00. 1. Samples: a. Submit sieve analysis of each type of material from an independent testing agency. Review and acceptance of a sieve analysis does not constitute approval of the actual product,which may be subject to additional testing at any time. b. Submit to onsite Geotechnical Engineer a 50-pound sample of proposed fill material at least seven(7)days prior to importing material to the site. B. WSDOT pit certifications for each pit. C. Health and Safety Plan-Prepare and submit a Worker Health and Safety Plan.Although certain requirements are identified here and elsewhere in these specifications,it is the sole responsibility of the Contractor to provide a safe work environment and adequate protection to individuals under their employ.Maintain a copy of the Health and Safety Plan in a conspicuous location on the Job Site and reinforce the requirements of the document at weekly Job Site Safety Meetings. D. Safety Products- Submit for the Engineer's approval manufacturer's product data for each worker safety product specified. E. Provide current calibration certificates for each piece of mechanical monitoring equipment to be used in the work.Perform field testing of equipment for the Engineer's approval prior to commencing excavation. 1.4 EXISTING CONDITIONS A. Documentation regarding existing conditions,in addition to the current survey supplied in the Contract Drawings,includes the following for reference only: 1. Subsurface Exploration,Geologic Hazard,and Geotechnical Engineering Evaluation prepared by Associated Earth Sciences Inc. for Rock Project Management Services,LLC,dated July 28, 2023. B. Protection of existing improvements: 2. Provide protection necessary to prevent damage to existing vegetation and improvements not indicated for removal.Restore site improvements,including but not limited to landscaping, pavement,walks, structures,fences and planters,damaged by this work to their original condition,as acceptable to Owner's Representative.Restore to original grades and conditions, areas adjacent to site disturbed or damaged as a result of site preparation and demolition work. 3. Minimize the impact to the surrounding area during construction and installation of utilities and other improvements by using the minimum size of equipment required to perform the work. Permit Set 31 22 00-2 September 28,2023 Earthwork City of Arlington DIVISION 31 Smokey Point Community Park SECTION 3122 00 Bid No: EARTHWORK PAGE 3 OF 18 1.5 DEWATERING A. Perched ground water was observed near the ground surface in some of the geotechnical explorations. Contractor shall review Geotechnical Engineering Report and shall be prepared to address perched ground water and dewatering during construction. B. Design,furnish,install,operate,maintain,and remove a dewatering system(s)to achieve proper completion of work performed under this Contract.Meet the requirements set forth by the City of Arlington and the Minimum Standards for Construction and Maintenance of Wells,Chapter 173-160 WAC,specified by the Department of Ecology, State of Washington. C. Furnish,install,operate,and remove any additional machinery and equipment necessary to keep excavations free from water during construction.Contractor shall design and implement and obtain any necessary permits associated with the construction dewatering. Strategically placed sumps and pumps shall be used to adequately dewater trench excavations such that the appropriate material can be placed in the dry. Dewater and dispose of the water so as not to cause injury to public or private property,or to cause a nuisance or a menace to the public. Maintain on site sufficient pumping equipment and machinery in good working condition for emergencies,including power outage and flooding. Have available at all times competent workers for the continuous and successful operation of the dewatering systems. Do not shut down dewatering system between shifts,on holidays,on weekends,or during work stoppages without written permission from the Owner's Representative. Pumps shall have adequate pumping capacity and head to manage all stormwater routed to it such that stormwater does not cause flooding downstream. Contractor is responsible for providing temporary power,adequate to handle the size and quantity of needed pump systems.Pumps and power supply shall be in accordance meet all jurisdictional noise requirements. D. Control groundwater in a manner such that softening of the bottom of excavations or formation of "quick"conditions or"boils"during excavation does not occur.Design and operate dewatering systems so as to prevent removal of the natural soils. E. During excavation,installation of pipelines,placement of working base,and trench backfilling,and prior to the acceptance of the work or any portion of the work,keep excavations free of water. Control surface runoff so as to prevent entry or collection of water in excavations or in other isolated areas of the site.Design dewatering system using accepted and professional methods of design and engineering consistent with the best modern practice.Maintain groundwater levels at a depth of two feet below the base of excavation. Control dewatering operations so as to not cause subsidence of adjacent structures or utilities. F. The Contractor shall be solely responsible for proper design,installation,operation,and maintenance of any component of the dewatering system,as well as any failure of any component of the system for this Contract. G. For any method of dewatering, secure the area from unauthorized access. H. Discharge from dewatering operations must be to an approved location.Prior to initiating the dewatering operation,review the discharge point with the City of Arlington's inspector. Permit Set 31 22 00-3 September 28,2023 Earthwork City of Arlington DIVISION 31 Smokey Point Community Park SECTION 3122 00 Bid No: EARTHWORK PAGE 4 OF 18 1.6 DELIVERY,STORAGE AND HANDLING A. Stockpile materials on site within clearing limits and at approved locations.The Contractor shall be responsible for delivery coordination,placement and protection of stockpiled material. B. Direct surface water away from stockpile site to prevent erosion and/or deterioration of materials. Place stockpile or grade site surface around stockpile to prevent ponding of surface water. C. Remove stockpile and construction debris,restore area as indicated on plans or to pre-existing state, leave area in a clean and neat condition. D. Trench spoils and stockpiles shall be located at least 6 feet from edges of trenches and excavations and shall be graded such that surface water is prevented from discharging into excavations or trenches.Large stock piles from site grading should not be located within 20 feet of utility trench excavations. 1.7 DIMENSIONS AND LAYOUTS A. Furnish,set,and mark all line location stakes.Assign a qualified layout engineer,surveyor,or technical specialist for this work;this person shall be on site at all times when work requiring control is being performed,together with necessary equipment,supplies and instruments related thereto. This equipment and personnel must be available,at any time and at no additional cost to the Owner,for the purpose of verifying layout,grades,and certifying the accuracy of work on the site. B. Preserve benchmarks and stakes and replace stakes or benchmarks that are displaced or missing. C. Provide Interim and Final surveyed information on bioretention to Owner's Representative for review. 1.8 MANUFACTURER'S QUALIFICATIONS A. The Contractor shall select materials that are products of firms that are regularly engaged in the manufacture of the specified materials. 1.9 BASE BID REQUIREMENTS A. Contractor shall include in the base bid all costs of achieving final grades as shown on the Contract Documents including all excavation to suitable bearing soil,export,legal disposal,import,placement, compaction,and protection.The existing conditions are represented by the Project Survey and documented in the Geotechnical Report.The Geotechnical Report is included in the Project Manual for reference only.The Contractor accepts the provided information as existing condition upon commencing land disturbing clearing or earthwork activities. B. The Contractor has the option to perform,at their own expense,a topographic survey of existing conditions and submit their survey for Owner's Review and approval for use for earthwork calculations prior to Contractor's land disturbing clearing or earthwork activities. C. The cost of excavation and off-site disposal of material and imported fill and its placement and compaction required to meet sub-grade elevations as defined in the Contract Documents shall be included in the base bid amount and shall not be compensated using unit prices.In the base bid it should not be assumed that the on-site soils may be used structural fill or fill in landscape areas. Permit Set 31 22 00-4 September 28,2023 Earthwork City of Arlington DIVISION 31 Smokey Point Community Park SECTION 3122 00 Bid No: EARTHWORK PAGE 5 OF 18 D. Subgrade:For the purpose of the Contractor Bid,the following shall define the required base bid subgrade elevations after stripping: 1. Footings:The elevation at the bottom of the footings or the elevation of the required over- excavation below footings as noted on the plans,whichever is deeper. 2. Building Slab: Two(2)feet below the capillary break elevation. 3. Paving: The elevation of bottom of paving section. 4. Utilities Trenches: The elevation of the bottom of pipe bedding. 5. Bioretention Areas: The elevation of bottom of bioretention section. 6. Fields: The bottom of field section. 7. Landscape: The elevation below the stripping depth or the soil planting. E. If the Contractor's sequencing of the Work includes stock piling and double handling of materials,it shall be included within the base bid amount and shall be at no additional cost to the Owner. F. Note per geotechnical investigation that the onsite soils are moisture sensitive and will likely be impossible to work with or utilize during periods of wet weather. The soil integrity will be influenced by weather conditions and by the Contractor's sequencing,handling and protection of the material.It is the sole responsibility of the Contractor to protect the soils from wet weather conditions,and/or disturbance from construction activities. Contractor shall review and follow recommendation as outlined in the geotechnical report for Subgrade protection and wet weather considerations. Failure by the Contractor to do so shall not be compensated using Unit Prices. G. Base bid excludes Unit Price Work. The Contractor shall be solely responsible for all unauthorized excavation and import and shall be at no additional cost to the Owner.The Unit Price shall not be applied to unauthorized excavation or import.Unauthorized excavations shall be backfilled with structural fill and compacted as required. H. Removal,disposal,and placement of soils deemed unsuitable as a result of the Contractor's sequencing,handling and protection of the materials will not be compensated using unit prices. 1.10 UNIT PRICES: A. Refer to Section 0122 00,for description of unit prices for over-excavation and off-site disposal of unsuitable soils and imported structural fill and placement to replace unsuitable soils. B. Contractor shall notify the Architect,Owner,and Testing Agency/Geotechnical engineer when work designated as a unit price is to be performed.No work associated with the unit price shall be performed until written direction to proceed is received from the Owner's representative. Measurement of material shall be as specified in section 0122 00. Contractor shall not receive credit or payment for work designated as a unit price if the Contractor fails to properly facilitate measurement and approval of unsuitable materials. C. The Contractor shall be compensated at their bid unit price per Division 1 only as verified and documented by Owner's testing agency or Geotechnical Engineer in the field. Permit Set 31 22 00-5 September 28,2023 Earthwork City of Arlington DIVISION 31 Smokey Point Community Park SECTION 3122 00 Bid No: EARTHWORK PAGE 6 OF 18 1.11 QUALITY ASSURANCE A. Crew Foreman shall have a minimum of six years working experience and four years' experience as foreman performing similar work. B. All work shall comply with WSDOT Standard Specifications and City of Arlington Standards.Where in conflict the City of Arlington Standards will prevail. C. Testing: 1. The Owner will engage a qualified independent Geotechnical Engineer and/or testing agency to perform field quality-control testing including but not limited to,soil bearing verification,fill compaction testing,and laboratory gradation and other index testing of on-site and imported materials for compliance with these specifications. 2. If the material is found to be non-compliant with the Contract,the Contractor shall bear the cost of testing,removal of all non-compliant materials from the project site,and replacement of the materials with materials meeting the requirements of the Contract. D. It is the responsibility of the Contractor to verify the accuracy of all survey information provided by the Owner prior to commencing excavations or filling operations. Commencement of these operations constitutes acceptance of the survey information as appropriate to meet the intent of the Contract. E. Grading Tolerance:Finished grade will match contours and elevation shown will be within 1/10 foot. PART2 PRODUCTS 2.1 FILL MATERIALS A. Approval of Fill Material:All material which is proposed to be used as fill,bedding or backfill shall be graded and tested for moisture content and compactability.Gradation and test results shall be submitted for review and acceptance by the Owner's Geotechnical Engineer prior to placement of fill. Materials shall be checked during the course of importation to ensure they continue to meet the Specifications. 1. Material used in filling shall be appropriate to the site and the intended use in that portion of the site. 2. The onsite soils are highly moisture sensitive. Onsite soil shall only be anticipated for use as structural fill during the dry season(July through September)and with the contractor's knowledge that screening and conditioning of material will be required. 3. Topsoil shall not be used as a fill material. 4. No frozen or thawing material shall be used as fill. B. Utility Trench Backfill: 1. Shall be Gravel Borrow for onsite areas unless native material is suitable. Permit Set 31 22 00-6 September 28,2023 Earthwork City of Arlington DIVISION 31 Smokey Point Community Park SECTION 3122 00 Bid No: EARTHWORK PAGE 7 OF 18 a. Imported Gravel Borrow containing recycled material is allowed to be used as trench backfill on-site as long as it meets the Gravel Borrow Specifications,hazardous materials testing in conformance with WSDOT 9-03.21(1)is provided,and the material conforms to City of Arlington Standards. b. Recycled material generated on-site is not allowed for use as utility trench backfill. 2. Native material will be deemed suitable if it is: a. Capable of attaining the degree of compaction specified. b. Within a range of two percent of the optimum moisture content for compaction. C. Free of organic material,clay,frozen lumps,rocks or pavement chunks larger than 6 inches,or other deleterious matter. d. Less than 35%silt and clay. e. Recycled material generated on-site is not allowed for use as utility trench backfill. 3. Within the ROW,utility trench backfill shall be in accordance with the City of Arlington Standards. 4. Remove native material that is unsuitable for use as trench backfill from the site if it does not meet the requirements for use elsewhere on site C. Controlled Density Fill(CDF,aka flowable fill): 1. Shall be a mixture of Portland Cement,admixture(optional),F1yAsh,aggregates and water.It shall be proportioned to provide a non-segregating,free flowing,self-consolidating and excavatable material that will result in a non-settling fill which has measurable unconfined compressive strength. 2. Materials testing shall be with unconfined compressive test cylinders.Test data may be either laboratory trail batch test data or field test data of the same mix within the previous 6 months. Alternate mix designs may be required at the Engineer's discretion. The unconfined compressive strength at 28 days shall be a minimum of 50 psi and a maximum of 300 psi. Material shall be a sand/grout slurry proportioned to be hand-excavatable after long term strength gain. 3. Materials shall meet the requirements of the following sections of the Standard Specifications: Portland Cement 9-01 Fine Aggregate for Portland Cement Concrete 9-03.1(2) Admixture for Concrete 9-23.6 Fly Ash 9-23.9 Water 9-25 Permit Set 31 22 00-7 September 28,2023 Earthwork City of Arlington DIVISION 31 Smokey Point Community Park SECTION 3122 00 Bid No: EARTHWORK PAGE 8 OF 18 4. Controlled density fill shall meet the following requirements: Ingredients Amount per CY Portland Cement 50 lb. Aggregates Class I or 2 3300 lb. Air Entrainment Admixture Per Manufacturer's recommendations Fly Ash Class F 300 lb. Water 300 lb.(maximum) 5. The material consistency shall be flowable(approx. slump 3-10 inches).If requested by the Contractor,the proportions may be adjusted with the approval of the Owner's Representative. D. Pipe Bedding: 1. Storm and sewer solid wall pipe bedding shall be Gravel Backfill for Pipe Zone Bedding in accordance with WSDOT Section 9-03.12(3). 2. Perforated drain pipe bedding shall be Gravel Backfill for Drains in conformance with WSDOT 9-03.12(4). E. Gravel Backfill for Drains: shall be in accordance with WSDOT 9-03.12(4). F. Washed Rock: shall be in accordance with Gravel Backfill for Drains. G. Crushed Surfacing Top and Base Course shall be in accordance with WSDOT Section 9-03.9(3), except that the percent by weight passing the U.S.No,200 sieve shall not exceed 5 percent and shall have a minimum of two mechanically fractured surfaces. H. Common Borrow: Common Borrow material shall consist of on-site excavated soils free of organic and deleterious or objectionable material and of such size and gradation that the specified compaction can be readily attained.Maximum particle size shall not exceed 6-inches.The moisture of Common Borrow material at the time of placement shall be within a range of two percent of the optimum moisture content for compaction. If on-site soils are generated at a moisture content above optimum for compaction,they shall be moisture conditioned before being considered for re-use. Common Borrow shall at meet the requirements of WSDOT Section 9-03.14(3)except that the percent by weight passing the U.S.200 sieve shall be less than 35 percent unless authorized for use by Owner's Representative. Common Borrow shall not be used for earthwork activities during periods of wet weather. I. Gravel Borrow:per WSDOT Section 9-03.14(1)except that the percent by weight passing the U.S. No,200 sieve shall not exceed 5 percent. J. Structural Fill: 1. All fill placed under footings,slab on grade floor,roadways,sidewalks,synthetic turf surfaces (track&field and multi-purpose fields),and all other paved areas,including utility trench back fill beneath these areas shall be"Structural Fill"unless otherwise authorized by Owner's Representative. Permit Set 31 22 00-8 September 28,2023 Earthwork City of Arlington DIVISION 31 Smokey Point Community Park SECTION 3122 00 Bid No: EARTHWORK PAGE 9 OF 18 2. Onsite soils to be reused as structural fill: a. During the dry season(July through September)reuse of onsite material for structural fill is acceptable after screening out of organic material and other unsuitable material as required in section 312200.2.LA of this specification,and moisture and compaction requirements are met. b. During the rainy season(October through June),reuse of onsite materials should not be assumed to be used during this time for bidding purposes. 3. Imported structural fill: a. During the dry season(July through September)shall be an imported well-graded sand and gravel material free of organic material,debris and other deleterious material,meeting the requirements of WSDOT Standard Specifications section 9-03.14(1),Gravel Borrow modified such that 100 percent passes the 1-1/2 inch sieve. b. During the rainy season(October through June),imported structural fill shall be washed crushed rock or select granular fill consisting of well-graded sand and gravel or crushed rock free of organic material,debris and other deleterious material meeting the requirements of WSDOT Standard Specifications section 9-03.9 Aggregate for ballast or crushed surfacing or 9-03.14 Gravel Borrow,with both having less than 5 percent passing the U.S. Standard No.200 sieve,and at least 30 percent retained on the No.4 sieve. 4. Structural fill placed in maximum 8-inch loose lifts,with each lift being compacted to at least 95%of the modified Proctor maximum density using ASTM D1557. Structural fill shall be placed and compacted within 2 percent of the optimum moisture content. 5. The Contractor shall use best management practices to protect soils during construction and shall be familiar with wet weather and winter soil work. K. Quarry Spalls: Quarry Spalls shall be in accordance with WSDOT Section 9-13.6 except maximum size shall be as noted on Plans. L. Stream Bed Cobbles shall be in accordance with WSDOT Section 9-03.11(2)for 6"-8"cobbles. M. Base Sand shall be a washed sand conforming to WSDOT Section 9-03.13 Backfill for Sand Drains. 2.2 CAPILLARY BREAK A. Capillary break material shall be shall be clean crushed washed 1"-3/4"gravel aggregate per WDOT Standard specification 9-03.12(4)modified such that material shall be a washed angular crushed rock, with less than 3 percent passing the US No.200 sieve. Round stone or pea gravel is not acceptable. 2.3 BENTONITE ANTI-SEEPAGE TRENCH DAM A. Shall be AquaBlok or approved equal. Permit Set 31 22 00-9 September 28,2023 Earthwork City of Arlington DIVISION 31 Smokey Point Community Park SECTION 3122 00 Bid No: EARTHWORK PAGE 10 OF 18 2.4 IMPORTED RECYCLED CRUSHED MATERIALS A. Recycled material generated off-site should not be used onsite without approval from the geotechnical engineer and acceptance by City of Arlington.The use of recycled material will be subject to performance criteria,gradation requirements,and hazardous materials testing in conformance with WSDOT 9-03.21(1).Recycled glass and steel furnace slag is not allowed.Imported recycled material is not allowed for use as utility trench backfill within the ROW. 2.5 FILTER FABRIC A. Filter fabric indicated in drainage applications shall be Non-woven Mirafi 140N or approved equal, unless otherwise noted on plans. B. Filter fabric under gravel working pads should be Mirafi 50OX or approved equal,unless otherwise noted on the plans. 2.6 COCONUT FIBER MATTING A. Coconut fiber matting shall be of clean,wheel-spun coconut fiber material(coir),woven with uniformly twisted strands into a flexible mesh.The fabric shall have the following properties: MATERIAL PROPERTY SIZE OR LIMIT TESTING STANDARD Tensile Strength(wet) 38 x 24 lb/inch ASTM D 4595 Elongation(wet) 47%x 44% ASTM C 4595 Weight 400 grams/square meter ASTM D 3776 Open Area 65%maximum Measured 2.7 SAFETY,MONITORING,AND RESPONSE EQUIPMENT A. The Contractor shall provide barricades,safety guards,temporary fencing,signage and/or other methods to secure trenches,open excavations,and other unsafe conditions resulting from this construction. Undertake work in full compliance with all applicable regulatory requirements. 2.8 CONDUCTIVE WARNING TAPE A. Conductive warning tape is required over all pipes and shall be located 12-inches below the proposed finished subgrade. Tape shall be manufacturer's standard permanent,bright-colored, continuous printed plastic tape, aluminum backed, intended for direct-burial service. Tape shall be not less than 6"wide x 4 mils thick. Tape Schedule: Pivinu Color Wording Domestic Water Blue Caution Domestic Water Fire Service Blue Caution Fire Service Storm Sewer Green Caution Storm Sewer Sanitary Sewer Green Caution Sanitary Sewer Permit Set 31 22 00-10 September 28,2023 Earthwork City of Arlington DIVISION 31 Smokey Point Community Park SECTION 3122 00 Bid No: EARTHWORK PAGE 11 OF 18 PART 3 EXECUTION 3.1 GENERAL A. All earthwork shall conform to the Washington Administrative Code(WAC)296-155 requirements for Excavation,Trenching and Shoring. B. Supplemental to these requirements the Contractor shall note that THE EXISTING SITE SOILS ARE MOISTURE SENSITIVE AND THE EROSION POTENTIAL OF THE SITE SOILS IS HIGH. See Geotechnical Engineering Report.The Contractor shall expect to perform site earthwork during the spring,summer,fall,and winter months.The Contractor shall not assume that the on-site soils are suitable for re-use during wet weather conditions. The Contractor shall implement and employ means and methods necessary to execute earthwork in accordance with the Contract requirements and project schedule.The Contractor shall execute earthwork to minimize existing soil disturbances.Inactive workdays or wet weather days shall be expected and planned for in the Contractor's schedule and bid without extra cost to the Owner,except in abnormal wet weather cases.Abnormal wet weather cases shall be in accordance with the General Conditions. Time delays caused by the inability to perform work in existing saturated soils shall not be a basis for additional money or time claims. C. Permits: 1. The Contractor is responsible for obtaining permits required for work within the right of way. 3.2 SAFETY MONITORING AND RESPONSE A. Maintain conformance to the Contractor's Health and Safety Plan. 3.3 PROTECTION OF EXISTING FACILITIES A. Utilities: 1. The Contractor shall protect from damage private and public utilities in accordance with WSDOT Section 1-07.17.Contractor shall,before excavation begins,call the Utilities Underground Location Center 1-800-424-5555. Contractor shall pay for location of existing utilities. 2. The Contractor shall,at their own expense,make excavations and borings ahead of the work, as necessary,to determine the exact location of utilities and underground structures. 3. It is understood that there will be interfering utilities,service laterals and other underground pipes,drains,or structures encountered that are not shown or areas shown incorrectly on the plans or have not been previously discovered in the field.Contractor agrees this is a normal and usual occurrence in the construction of underground improvements.Furthermore,Contractor understands and agrees that work in some cases must be done in close proximity to said utilities and underground pipes,drains,and structures not shown or shown incorrectly on the plans which may require a change in operations and may cause sloughing of the trench, additional traffic control,additional pavement and backfill costs and time.The Contractor agrees that these occurrences are usual and ordinary,and are reflected in the Bid and plan of operation. Permit Set 31 22 00-11 September 28,2023 Earthwork City of Arlington DIVISION 31 Smokey Point Community Park SECTION 3122 00 Bid No: EARTHWORK PAGE 12 OF 18 B. Pavement: The Contractor shall protect from damage all pavement or paved areas including curbs intended to remain. Contractor shall be responsible for replacement if damage occurs to pavement or curbs to remain. 1. Access Streets and Roadways:Provide wheel cleaning stations per Section 31 10 00. 2. Repair and/or replacement of damaged facilities will be accomplished at the Contractor's expense. 3. Dust Control: Per Section 31 10 00. 3.4 PROTECTION OF WORK IN PROGRESS A. It is the responsibility of the Contractor to protect all work in progress from damage due to extremes of cold,moisture,or drying,or mechanical damage from equipment traffic or foot traffic.Alert the Owner's Representative to the presence or likelihood of conditions that may adversely affect the quality of the work,the physical structure of soils,or transport of site soils off-site. B. Do not work frozen soils. C. Protect soils from excessive moisture. See Geotechnical Report recommendations. During periods of prolonged precipitation,take aggressive steps to avoid over-saturation,erosion,or homogenization of soils by covering with protective plastic sheeting,collection and controlled dewatering,detention for sediment removal,and not disturbing wet soils.It shall be the Contractor's sole responsibility to manage soils that are too wet or too dry for use. D. Protect foundation subgrades as necessary from foot and equipment traffic and ponding of water during wet weather conditions.Typical measures of protection include compacted crushed rock or a lean-mix concrete mat placed over a properly prepared subgrade. Contractor should place foundation concrete and backfill excavations as soon as possible to protect the bearing surface. E. Apply supplemental moisture to overly dry soils,but not to the extent that would cause runoff, puddling,or erosion. F. Do not operate heavy equipment near excavations where trench wall or slope failure may result. 3.5 SITE GRADING A. Required contours and elevations are shown on the Drawings;if indicated information conflicts with actual conditions,notify Owner's Representative and obtain direction before proceeding with grading of area in conflict. B. In areas to be graded,remove trees as indicated in plans,brush,and other deleterious material. C. Remove organic topsoil and stock pile in accordance with Section 31 14 00 and grub any remaining roots in accordance with Section 31 10 00. D. Provide subgrades required for various backfill soils and soil amendments as shown on Plans and Details. Permit Set 31 22 00-12 September 28,2023 Earthwork City of Arlington DIVISION 31 Smokey Point Community Park SECTION 3122 00 Bid No: EARTHWORK PAGE 13 OF 18 E. Following clearing,grubbing,stripping,excavations to reach subgrade and prior to placement of any fill,the exposed subgrade in areas to be occupied by paving,or structures shall be proof rolled and compacted to a dense,unyielding condition with a loaded dump truck,large vibrating roller or equivalent. Site clearing,proof rolling and compacting shall be observed by the Geotechnical Engineer to identify soft spots or unsuitable material.Overexcavate per the Geotechnical Engineer's recommendations areas that cannot be reworked and/or compacted.Replace overexcavated material with imported structural fill unless otherwise directed. F. Unless otherwise approved or not recommended during winter construction by the Geotechnical Engineer,scarify soils surfaces to receive compacted fill to a depth of at least eight(8)inches. Moisture condition scarified soil to obtain moisture to near optimum moisture content. Compact scarified soils to a minimum relative compaction as listed in this section. G. Place fill in controlled layers in thicknesses that are compatible with the type of equipment being used.Do not exceed a loose thickness of eight(8)inches for each fill layer.Compact each layer to a minimum relative compaction as listed in this Section.Determine the field density of the compacted soils by the ASTM D2922 and D3017 test method. H. All areas to receive compacted fill shall be field reviewed and tested by Geotechnical Engineer prior to the placement of new fill. I. Fill soils shall be granular and shall meet the specifications graduation requirements.The testing agency shall evaluate and/or test material for its conformance with specification prior to delivery to site.The Contractor shall notify the Geotechnical Engineer 72 hours(three working days)prior to importing fill to the site. J. The Geotechnical Engineer shall observe the placement of compacted fills and conduct in place field density tests on the compacted material to check for adequate moisture content and required relative compaction.Where less than required relative compaction or inadequate moisture is indicated,remove and replace the substandard fill or apply additional compactive effort and moisture conditioning as necessary until relative compaction,as specified in this section,is achieved.Additional testing(re- testing)is at the Contractor's own expense. K. Provide a level testing pad for Geotechnical Engineer's field density tests. L. The Contractor shall grade the site and control drainage at all times to prevent water from ponding in construction areas and/or flowing into excavations.Exposed grades shall be crowned,sloped,and smooth drum-rolled at the end of each day to facilitate drainage.Accumulated water must be removed from subgrades and work areas immediately prior to performing further work in the area. Soil deemed unfit due to Contractor's inattention to drainage or lack of soil protection shall be replaced with imported structural fill at the Contractor's own expense. M. Perched ground water could be encountered in excavations completed during construction. See Geotechnical Engineering Report.The Contractor shall be prepared to intercept any ground water seepage entering the excavations and route it to a suitable discharge location. N. Slope prepared surfaces to have positive drainage and direct flows to TESC facilities. Permit Set 31 22 00-13 September 28,2023 Earthwork City of Arlington DIVISION 31 Smokey Point Community Park SECTION 3122 00 Bid No: EARTHWORK PAGE 14 OF 18 O. Refer to Tree Protection in the Drawings and specifications for grading in the vicinity of trees to be protected. 3.6 INSTALLATION/MANAGEMENT OF STORMTECH CHAMBER/INFILTRATION FACILITY A. The Contractor shall protect STORMTECH Chamber Infiltration Facility during construction to prevent contamination infiltration facility with stormwater and/or silt.The STORMTECH Chamber Infiltration Facility shall not be used to infiltrate stormwater during construction.All construction site stormwater shall be directed to around and away to the approved temporary erosion and sediment control(TESC)plans.During construction,the infiltration trench and surrounding surface shall be configured to prevent silt-laden construction runoff water from entering the STORMTECH Chamber Infiltration Facility. B. Care shall be taken to ensure the gravel backfill and sand products are clean and free of fines. Stockpiled backfill materials shall be protected from site soils and run-on from silt-contaminated surfaces.Contaminated backfill materials cannot be used in the infiltration facilities and will be rejected. C. Flow Testing: Following the completion STORMTECH Chamber Infiltration Facility,the Contractor shall coordinate and assist the Geotechnical representative with flow testing of the facility to establish a baseline level of performance.Water for testing is the responsibility of the Contractor.Typically, one to three fire hydrant(s)are required to provide a continuous supply of water for the 8-hour minimum duration of the testing. D. Prior to bringing the Infiltration Facilities on-line contractor is subsect to completing the elements outlined in Section 33 40 00. 3.7 SLOPES A. The Contractor is responsible for the stability and safety of all temporary slopes.Refer to Geotechnical Engineering Report for guidance regarding maximum recommended temporary and permanent slopes on site. 3.8 PREPARATION A. Subgrade preparation and protection shall be per Section 2-06 of WSDOT,except Contractor shall perform all staking. 3.9 EXCAVATION,EMBANKMENT AND BACKFILLING A. General: 1. Exercise sound engineering and construction practices for excavations and trenches.Maintain trenches such that no damage will occur to any foundation,structure,pole,utility or other facility due to sloughs or any other cause.If as a result of trenching operation,there is disturbance of the ground which may endanger or damage other property and require repair,the Contractor shall take remedial action at no additional expense to the Owner. 2. Provide dewatering,shoring and other types of stabilization,in addition to shoring required for Safety by State codes to maintain the integrity of the trench or excavation and protect adjacent Permit Set 31 22 00-14 September 28,2023 Earthwork City of Arlington DIVISION 31 Smokey Point Community Park SECTION 3122 00 Bid No: EARTHWORK PAGE 15 OF 18 utilities or structures.All earthwork shall conform to the Washington Administrative Code (WAC)296-155 requirements for excavation,trenching and Shoring. B. Excavation Material 1. Common Excavation: The naturally occurring sand,gravel,clays,or mixtures of the above, required to be moved for the construction of roadways and for the establishment of proposed site grades. Common excavation material shall be moved with the use of mechanical equipment,such as shovels,loaders,bulldozers,graders,rippers,etc.,but shall not require drilling and blasting or drilling and line breaking.Excavation by sluicing method will not be permitted. a. Unsuitable Excavation: Shall consist of unstable materials,such as topsoil,peat,muck,water- impregnated clays,yielding or wet soils,swampy or other undesirable materials,including buried logs,stumps,abandoned utility and product delivery lines,or trash.Excavated material shall be replaced with Structural Fill. b. Unsuitable materials beneath structures,roadways,or embankments shall be removed to the depth designated by the Owner's Representative and backfilled with Structural Fill. C. Catch basins,manholes and similar structures: Excavate to a distance necessary to allow required soil compaction between sides of excavation and outer surfaces of structure.Take care to excavate to exact depths required;fill over excavation with compacted backfill for utility trenches. D. Trench Excavation for Water Lines 1. Trench excavation,for water lines shall be in accordance with this Section,WSDOT Section 7- 09.3(7) E. Bedding and Backfill for Water Lines: 2. Bedding for water lines shall be in accordance with WSDOT Section 7-09.3(9),and City of Arlington Public Works standards. 3. Backfilling of trenches for water lines shall be in accordance with WSDOT Section 7-09.3(10) and City of Arlington Public Works standards. 4. Walking on the pipe shall not be allowed until at least one foot of backfill material has been placed upon it. 5. Compaction of backfill shall be in accordance with WSDOT Section 7-09.3(11),with the following exceptions:In-place density will be determined by ASTM D2922-Test for Density of Soil In-place by the nuclear method. F. Trench Excavation,bedding and backfill for Storm Drains: 1. Trench excavation,foundation bedding,and backfill for Storm Drains shall be in accordance with this Section,WSDOT Section 7-08.3(1)and City of Arlington Standards. 2. Backfilling of trenches in the vicinity of structures shall not take place until the cement in the masonry has become thoroughly hardened.Walking on the pipe shall not be allowed until at least one foot of earth has been placed upon it. Permit Set 31 22 00-15 September 28,2023 Earthwork City of Arlington DIVISION 31 Smokey Point Community Park SECTION 3122 00 Bid No: EARTHWORK PAGE 16 OF 18 3. Backfill shall be in accordance with the plans and WSDOT Section 7-08.3(3)of with the following exception: In-place density will be determined by ASTM D2922-Test for Density of Soil in-place by the nuclear method. 4. Trench dams shall be installed as required to prevent stormwater from utilizing the trench backfill and bedding as a conduit. G. Catch basins,manholes and similar structures: 1. Excavate to furnish a minimum of 12 inches between sides of excavation and outer surfaces of structure. Take care to excavate to exact depths required;fill over excavation with compacted backfill for utility trenches. 2. Excavation and backfill shall be in accordance with WSDOT Section 2-09 and City of Arlington Standards unless otherwise noted in the Project Documents. H. Structural Fill: 1. Embankments shall be constructed in accordance with WSDOT Section 2-03 and City of Arlington Standards. 2. Placement of structural fill shall be in accordance with WSDOT 2-03.3(14)C,Method C. I. Moisture Conditioning and Temporary Stockpiling: 1. Where the Contractor excavates material which is over the allowable range of moisture content for placement as fill,the Contractor shall condition the material,before considering for re-use, to allow placement as common fill. Excavated material considered for reuse must be evaluated by the Geotechnical Engineer prior to using as common fill. 2. The Contractor shall stockpile excavated material when no fill material is required at the time of excavation.The Contractor shall be responsible for preventing the stockpiled material from becoming saturated beyond the critical moisture limits for fill placement. 3. Stockpiled selected material,which becomes saturated beyond allowable limits for placement as fill,shall be removed and disposed of and replaced with Gravel Borrow or Structural fill,as appropriate for the intended use and weather conditions during installation at the expense of the Contractor. 3.10 DISPOSAL OF EARTH MATERIALS A. Contractor shall remove all excavated material that is not acceptable for use as fill on site.Legally dispose of excess material off site,at Contractor's expense. 3.11 FIELD QUALITY CONTROL A. General: Control soil compaction during construction providing minimum percentage of density specified for area classification.In landscape areas,do not allow equipment traffic to overly compact areas beyond specified percentages.Remediate over-compaction as directed by the Engineer including ripping,re-grading and re-compaction or over-excavation and in-kind replacement per plan. Permit Set 31 22 00-16 September 28,2023 Earthwork City of Arlington DIVISION 31 Smokey Point Community Park SECTION 3122 00 Bid No: EARTHWORK PAGE 17 OF 18 B. Percentage of Maximum Density Requirements: Compact soil to not less than the percentages below for maximum density for soils which exhibit a well-defined moisture density relationship determined in accordance with ASTM D1557;and not less than the following percentages of relative density. C. Compaction: 1. Compact all fill and backfill to prevent subsequent settlement. 2. Water settling or jetting will not be permitted as a means of compaction. 3. Furnish heavy rollers or compactors except as follows: a. Use pneumatic hand tampers for trenches and areas not accessible to heavy equipment. b. Compact areas within 3-feet of footings,foundations and walls with hand equipment. 4. Required compaction: Compact fill and backfill to the following minimum relative compaction (percentage of maximum dry density determined in accordance with ASTM D1557). Locations Required Minimum Relative Compaction Utility Trenches: (under non roadway and greater than 2 feet 90%* below surface below walks and roadways) Utility Trenches: (under foundation slabs,roadways,or within 2 95% feet of the surface below walks and roadways) Under Slabs on Grade and Foundations 95% Under Walks and Pedestrian Paving 95% Retaining Wall Sub grade 95% Within 3-feet of Back of Retaining Walls 90% Sub grade in Planting and Landscape areas 85%-90%* Sub grade in lawn areas 90% Planting soils not tested 85% Structural fill 95% Fills on slopes steeper than 3:1 95% Parking,fire lanes,and vehicular drive lanes 95% * Firm and unyielding suitable for support of construction equipment per Geotechnical Engineer is acceptable. D. Moisture Control: 1. Before compaction,moisten or aerate each layer as necessary to provide optimum content. Compact each layer to required percentages of maximum dry density or relative dry density for each area classification. 2. Do not perform compaction operations on excessively wetted soils. 3.12 DISPOSAL OF EXCESS AND/OR WASTE MATERIALS: A. Remove from the Owner's property,all waste materials,including unacceptable excavated material as determined by the Owner's Representative,trash and debris,and dispose of it off site in a legal and timely manner.Provide dump receipts from an approved dump site if directed. Permit Set 31 22 00-17 September 28,2023 Earthwork City of Arlington DIVISION 31 Smokey Point Community Park SECTION 3122 00 Bid No: EARTHWORK PAGE 18 OF 18 END OF EARTHWORK SECTION Permit Set 31 22 00-18 September 28,2023 Earthwork City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 12 16 Bid No: ASPHALT PAVING PAGE 1 OF 5 PART1 GENERAL 1.1 SUMMARY A. This work consists of the installation of crushed surfacing base course,top course and asphalt paving placed on a prepared subgrade in accordance with these Specifications and in close conformity with the lines,grades,thickness,and typical cross-sections shown in the plans. 1.2 RELATED SECTIONS A. Coordinate related requirements specified in other parts of the Project Manual,including but not limited to the following: 1. Section 01 57 13—TESC 2. Section 3122 00—Earthwork 3. Section 32 13 13—Concrete Paving 1.3 REFERENCES A. APAW-Designs and Specifications for Asphalt Concrete Pavements and Bases, 1990 Edition. B. WSDOT/APWA Standard Plans for Road,Bridge,and Municipal Construction,2022 Edition. C. ANSI/ASTM C136—Method for Sieve Analysis of Fine and Coarse Aggregates D. ANSI/ASTM D 15 57—Test Methods for Moisture—Density Relations of soils and soil/aggregate mixtures using 10 lb.rammer and 18-inch drop. E. ASTM D2950—Standard Test Method for Density of Bituminous Concrete in Place by Nuclear Methods. F. Manual on Uniform Traffic Control Devices(MUTCD)Current Edition. G. 2019 Western Washington Stormwater Manual by Washington State Department of Ecology,as adopted by the City of Arlington Land Use Code Title 20. H. WSDOT-Standard Specifications for Road,Bridge and Municipal Construction,latest edition; Washington State Department of Transportation. Standard Plans,latest edition. I. Subsurface Exploration,Geologic Hazard,and Geotechnical Engineering Evaluation prepared by Associated Earth Sciences Inc.for Rock Project Management Services,LLC,dated July 28,2023. 1.4 DIMENSIONS AND LAYOUTS A. Furnish,set and mark all line location stakes.Assign a qualified layout engineer,surveyor,or technical specialist to do this work;this person shall be on site at all times when work requiring control is being performed.Furnish and maintain on site necessary equipment,supplies and instruments related thereto.Make this equipment and personnel available,at no additional cost to the Owner,for the purpose of verifying layout and certifying the accuracy of work on the site. 1.5 SUBMITTALS Permit Set 32 12 16-1 September 28,2023 Asphalt Paving City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 12 16 Bid No: ASPHALT PAVING PAGE 2 OF 5 A. Comply with Section 0133 00. B. Submit HMA mix design and material supplier certification. 1.6 PROJECT SITE CONDITIONS A. Environmental requirements,in accordance with referenced Standard Specifications and the following: 1. Do not proceed with placement when subgrade or base is saturated,pumping,or frozen. 2. Apply asphalt concrete surface only when atmospheric temperature is more than 45-deg F., when underlying base is dry and when weather is not rainy or damp.Aggregate base course material may be applied when air temperature is greater than 30 degrees F.and rising if approved by Owner's Representative. 3. Do not apply tack coats when temperature is below 50 degrees F. or when base is wet. 1.7 QUALITY ASSURANCE A. Producer/Installer:Provide materials produced by bulk asphalt concrete producer regularly engaged in the production of hot-mix,hot-laid asphalt concrete.Installer must be experienced in the installation of Asphaltic concrete paving with adequate plant,equipment,and personnel for the completion of the work. B. Provide materials meeting or exceeding requirements specified herein. C. Allowable Tolerances: Surface Smoothness shall be in accordance with WSDOT Section 5-04.3(13). D. Testing: 1. Testing within Right of Way shall be per the City of Arlington Standards. 2. Contractor will furnish material testing and inspection for quality control during paving operations.Paving thickness is subject to core tests upon completion. Should average thickness be less than specified,apply more paving to furnish specified thickness as a minimum.Patch all core drill holes. 3. Pavement shall be tested for proper thickness and proper drainage as specified in Division 1. 4. Any applicable portion of the crushed surfacing work under this specification shall be tested for the specified compaction by ASTM D 15 57 procedures as applicable.Failure of the material to achieve the specified density will be just cause for rejecting any portion of,or all the material represented by the test.Provide one density test for each 5,000 square feet of all crushed surfacing courses placed. 5. When stabilizing base course or portion thereof has been placed and compacted in accordance with requirements,notify the testing laboratory to perform density tests.Do not place asphalt pavement until results have been verified and base course installation approved. Permit Set 32 12 16-2 September 28,2023 Asphalt Paving City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 12 16 Bid No: ASPHALT PAVING PAGE 3 OF 5 6. Test asphalt concrete pavement in-place compaction by the nuclear method,ASTM D2950.If compaction tests indicate that stabilizing base course or asphalt paving do not meet specified requirements,remove defective work,replace and retest at Contractor's expense. 1.8 WARRANTY A. Note that work correction is to include soft spots,pumping,aggregate separation,settlement, puddling,and/or uneven finish not level with adjacent existing surfaces. Correction may involve removal and replacement of the material if condition is determined to be irreparable,at the discretion of the Owner's Representative,and at no additional cost to the Owner. PART2 PRODUCTS 2.1 GENERAL A. Comply with Quality Control Section provisions, Specifications,and Manufacturer's data.Where these may be in conflict,the more stringent requirements govern. 1. Conform to APAW- Section 11,"Specifications for Asphalt Paving"of above referenced manual.Provide bases,type and thickness of asphalt concrete as required by these Specifications and plans for site paving. B. Compact subgrade and provide thickness of crushed surfacing as required by these Specifications and the plans. C. All materials shall conform to WSDOT Section 9-03.8 and City of Arlington requirements. D. Recycled cement concrete rubble and recycled asphalt may be allowed in accordance with WSDOT Section 9-03.21(1)and as approved by the Geotechnical Engineer of Record and the Owner's Representative for on-site use. E. Recycled asphalt may be allowed as aggregate in the production of HMA if it meets the requirements of WSDOT Section 9-03.8(3)B and as approved by the Geotechnical Engineer or Record and the Owner's Representative for on-site use. 2.2 CRUSHED SURFACING A. Crushed Surfacing shall be in accordance with Section 3122 00 and with WSDOT Section 9-03.9(3). 2.3 ASPHALT CONCRETE A. Asphalt concrete shall be composed of asphalt and aggregate which,with or without the addition of mineral filler and blending sand as may be required,shall be mixed in the proportions specified to provide a homogenous,stable and workable mixture. B. For parking lot and roadways,asphalt concrete shall be HMA Class 11/2"conforming to WSDOT Section 9-03.8(6). C. For track material,asphalt concrete shall be per the project drawings. 2.4 TACK COAT Permit Set 32 12 16-3 September 28,2023 Asphalt Paving City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 12 16 Bid No: ASPHALT PAVING PAGE 4 OF 5 A. Tack coat of asphalt shall have 0.05 to 0.08 gallons of retained asphalt per square yard of application and be in accordance with WSDOT 5-04.3(4). PART 3 EXECUTION 3.1 GENERAL A. Verify installation conditions as satisfactory to receive work of this Section.Do not install until unsatisfactory conditions are corrected.Beginning work constitutes Contractor's acceptance of conditions as satisfactory. 1. Construct in conformance with the plans,details,dimensions and grades specified.Maximum variations in finished grade of paving are+/- 1/8" in 10 feet. 2. Confirm that final grades allow for the finished surface to drain freely to an acceptable location prior to installation. 3. Special care shall be taken when installing ADA parking areas such that they meet the requirements of Chapter 4 and Chapter 5 of the ADA Standards for Accessible Design. B. Protect surrounding areas and surfaces to prevent damage from work of this Section. 1. Protect work of other trades.Take special care in work adjacent to buildings. 2. Should any damage occur,repair or replace as directed by Owner's Representative. C. Provide barricades and warning devices in accordance with the MUTCD. 3.2 CRUSHED SURFACING A. Prepare subgrades and place crushed rock courses in conformance with WSDOT Section 4-04.3(4), and as shown in the drawings. 3.3 ASPHALT CONCRETE A. Prepare surfaces to receive final paving in accordance with WSDOT Section 5-04.3(4). B. Preparation of aggregates,mixing,hauling,spreading,finishing and compaction shall be as specified for HMA in WSDOT Section 5-04.3. C. Joints and Connections with Existing Facilities shall be in accordance with WSDOT Section 5- 04.3(12). D. Sampling and testing of asphalt concrete shall be in accordance with WSDOT Section 5-04.3(8)and 5-04.3(9)A. E. The grade tolerance of the compacted first lift of track asphalt shall be+1/4" and-0".The asphalt concrete base shall not deviate from the true surface in excess of 1/4"on a 10'straight edge in all directions. F. All edges to be straight or a continuous smooth line tapered at a 45 degree angle where free-standing or adjacent to soil area.No reverse slopes or birdbaths will be allowed.The complete surface of the Permit Set 32 12 16-4 September 28,2023 Asphalt Paving City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 12 16 Bid No: ASPHALT PAVING PAGE 5 OF 5 asphalt shall be of uniform texture,smooth uniform as to grade,and free from defects of all kinds. Verify elevation requirements prior to commencing paving. G. Asphalt areas that cannot be machine rolled must be hand rolled or tamped to provide a smooth and uniform surface in conformance with the tolerances listed above. 3.4 TACK COAT A. Tack coat shall be applied per WSDOT Section 5-04.3(4). 3.5 DEFECTIVE WORK A. Remove and replace defective work not conforming to the plans and specifications to specified tolerances at no additional cost to the Owner. B. Remove and replace,as directed,any crushed surfacing that shows soft spots,pumping,settlement, puddling,and/or uneven finish not level with adjacent existing surfaces,at no additional cost to the Owner. C. Remove and replace any pavement that shows cracks,ponds or puddles,bulges,spalling of aggregate at the surface,has non-uniform edges where not adjacent to curbs,which does not freely drain or exhibits other defects,at the Contractor's own expense. 3.6 CLEANING A. After placement of crushed surfacing,clean adjacent surfaces outside the limits of the existing crushed surfacing of excess or spilled materials,to allow for landscape restoration. B. After completion of paving operations,clean surfaces of excess or spilled asphaltic materials. C. Do not permit vehicular traffic on asphaltic paving until it has cooled and hardened,and in no case sooner than six(6)hours after placing. D. Provide barricades and warning devices to prevent traffic on asphalt paving and to alert pedestrians to the surface condition END OF ASPHALT PAVING SECTION Permit Set 32 12 16-5 September 28,2023 Asphalt Paving City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 13 13 Bid No: CONCRETE PAVING PAGE 1 OF 6 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions, apply to this Section. 1.2 SUMMARY A. Work includes but is not limited to the following: 1. Provide vertical concrete curb,flush curb,and curb and gutter as shown on the projcct documents. 2. Provide concrete sidewalks,crosswalks,curb ramps,ADA ramps,and other site paving as shown on the project documents and as required to provide complete and uniform pedestrian access to the site. 3. Provide and install site work standard(sidewalk)and heavy-duty concrete as shown on the project documents. 4. Finish and score concrete in accordance with the project documents. B. Work shall be in accordance with the Standard Specifications for Road,Bridge and Municipal Construction,current edition,Washington State Department of Transportation. 1.3 REFERENCES A. WSDOT-Standard Specifications for Road,Bridge and Municipal Construction,latest edition; Washington State Department of Transportation. Standard Plans,latest edition. B. 2019 Western Washington Stormwater Manual by Washington State Department of Ecology,as adopted by the City of Arlington Land Use Code Title 20. C. Subsurface Exploration,Geologic Hazard,and Geotechnical Engineering Evaluation prepared by Associated Earth Sciences Inc.for Rock Project Management Services,LLC,dated July 28,2023 D. American Concrete Institute: 1. ACI 301 - Structural Concrete for Buildings 2. ACI 305R-Hot Weather Concreting 3. ACI 306R-Cold Weather Concreting 4. ACI 316R-Recommendations for Construction of Concrete Pavements and Bases E. American Society for Testing and Materials: 1. ASTM C309-Liquid Membrane-Forming Compounds for Curing Concrete 1.4 SUBMITTALS Permit Set 32 13 13-1 September 28,2023 Concrete Paving City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 13 13 Bid No: CONCRETE PAVING PAGE 2 OF 6 A. Comply with Section 0133 00. B. Submit product data and manufacturer's instructions for: 1. Concrete mix design for all surfaces,noting where mix designs to be used throughout site. 2. Admixtures 3. Joint Sealants C. Provide a concrete joint layout drawing including dimensions,locations and joint type per the joint layout and spacing provided on the Landscape Plans. PART 2 PRODUCTS 2.1 FORM MATERIALS A. Provide wood or steel edge forms.Wood forms shall be Douglas fir or larch,number two grade minimum,seasoned SAS,straight and true. B. Special Edge forms for radii shall be approved in advance by Owner's Representative.Rigid steel forms shall not be used on curved edges. 2.2 CEMENT CONCRETE PAVEMENT AND SIDEWALKS A. Materials for cement concrete pavement and sidewalks shall conform to WSDOT Section 8-14. B. Curing Materials shall be impervious sheeting:ASTM C 171, 10 mils. 2.3 CEMENT CONCRETE CURBS A. Materials for cement concrete curb shall conform to WSDOT Section 8-04. 2.4 BASE COURSE A. Base course shall be in accordance with the drawings and WSDOT Section 9-03.9(3). 2.5 EXPANSION JOINTS A. Expansion joint material shall be pre-molded saturated felt 3/16"thick extending full width and depth of joint. B. Expansion joints shall be placed to align with scoring pattern. C. Expansion joints in the ROW shall conform to City of Arlington Standards. 2.6 CONTROL JOINTS A. Control joints or tooled score joints intervals shall mimic existing patterns.On straight work,the joints shall be parallel with and at right angles to the line of the work.The markings shall be made with jointer tools that will round the edges of the scoring line to the radius of/z",with a depth of not Permit Set 32 13 13-2 September 28,2023 Concrete Paving City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 13 13 Bid No: CONCRETE PAVING PAGE 3 OF 6 less than The finishing joint opening shall not be wider than 1/8".Provide straight,smooth 1-1/2" troweled finish on both sides of the control joints. 2.7 iOINT-SEALANT A. jva:rt Jcuasnt shall sconform mMov-v-r Section rvr.c(i.)-. 2.8 SIDWALK REINFORCEMENT A. WWM 6x6(W2.9/W2.9)Meeting ASTM A-1064 and AASHTO M55. PART 3 EXECUTION 3.1 EXAMINATION A. Verify installation conditions as satisfactory to receive work of this Section.Do not install until unsatisfactory conditions are corrected.Beginning work constitutes Contractor's acceptance of conditions as satisfactory. 3.2 PREPARATION A. Field Measurements:Verify existing dimensions and shapes.Allow for transitions to existing grades where shown on Plans. B. Subgrade: 1. Preparation of subgrade shall conform to WSDOT Section 2-06. 2. Verify compaction of subgrade for on-grade work. 3.3 SETTING FORMS A. Base Support: 1. Compact the base material under the forms true to grade so that,when set,they will be uniformly supported for their entire length at the grade as shown. 2. Correct imperfections or variations in the base material grade by cutting or filling and compacting. B. Form Setting: 1. Set forms sufficiently in advance of the placing of the concrete to permit the performance and approval of all operations required with and adjacent to the form lines. 2. Set forms to true line and grade and use stakes,clamps,spreaders,and braces to hold them rigidly in place so that the forms and joints are free from play or movement in any direction. 3. Forms shall conform to line and grade with an allowable tolerance of 1/8 inch(3 mm)when checked with a straightedge and shall not deviate from true line by more than 1/4 inch(6 mm) at any point. Permit Set 32 13 13-3 September 28,2023 Concrete Paving City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 13 13 Bid No: CONCRETE PAVING PAGE 4 OF 6 4. Do not remove forms until removal will not result in damaged concrete or at such time to facilitate finishing. 5. Clean and oil forms each time they are used. 6. Make necessary corrections to forms immediately before placing concrete. 7. When any form has been disturbed or any subgrade or subbase has become unstable,reset and recheck the form before placing concrete. 3.4 PLACING REINFORCEMENT A. Reinforcement shall be free from dirt,oil,rust,scale,or other substances that prevent the bonding of the concrete to the reinforcement.All reinforcement shall be supported for proper placement within the concrete section. B. Before the concrete is placed,the Engineer shall approve the reinforcement placement,which shall be accurately and securely fastened in place with suitable supports and ties.The type,amount,and position of the reinforcement shall be as shown on the Drawings. 3.5 INSTALLATION A. Curbs: 1. Cement concrete curb shall be installed in accordance with contract documents and WSDOT Section 8-04.Expansion joints shall be provided at 10-foot maximum spacing.The work shall be performed in a manner which results in a curb constructed to specified line and grade, uniform in appearance and structurally sound. Curbs found with unsightly bulges,ridges or other defects shall be removed and replaced at the Contractor's expense if Owner's Representative considers them to be irreparable. When checked with a 10-foot straightedge, grade shall not deviate more than 1/8 inch,and alignment shall not vary more than 1/4 inch. B. Walkways,Pavement and ADA ramps and landings: 1. Cement concrete walkways,pavement,and ADA shall be installed as shown on Plans and in accordance with WSDOT Section 8-14. 2. Expansion joints shall be provided to mimic existing conditions but shall not exceed a 10-foot maximum spacing and coordinate with the scoring lines.When checked with a 10-foot straightedge,grade shall not deviate more than 1/8 inch,and alignment shall not vary more than 1/4 inch. 3. Special care shall be taken when installing ADA ramps such that they meet the requirements of Chapter 4 and Chapter 5 of the ADA Standards for Accessible Design. Grades within the ADA ramps are held to a higher standard of care. Deviation from grade across any two-foot section, in any direction,shall not exceed ADA requirements nor direct stormwater toward the building in any way when adjacent. Either of these conditions will warrant removal and replacement of the landing and ramps to meet requirements at the Contractors expense. Permit Set 32 13 13-4 September 28,2023 Concrete Paving City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 13 13 Bid No: CONCRETE PAVING PAGE 5 OF 6 4. Where paving is adjacent to building,a minimum of 1.0%slope away from the building is required. Contractor shall coordinate with Engineer prior to construction if that is not achievable. 5. Score pavement per Landscape plans. 6. For on-site concrete,broom finish and cure rigid pavement in accordance with WSDOT Section 5-05.3(11)and 5-05.3(13),respectively. 7. For concrete in the right-of-way,broom finish and cure rigid pavement in accordance with the City of Arlington Public Works Department Development Standards. C. Curing and Protection 1. Protect concrete adequately from injurious action by sun,rain,flowing water,frost,mechanical injury,tire marks and oil stains,and do not allow it to dry out from the time it is placed until the expiration of the minimum curing periods specified herein.Use impervious-sheeting curing.Membrane-forming compound is not allowed.Maintain temperature of air next to concrete above 40 degrees F for the full curing periods. 2. Impervious-Sheeting Curing:Wet entire exposed surface thoroughly with a fine spray of water and then cover with impervious sheeting.Lay sheets directly on concrete surface and overlap 12 inches.Make sheeting not less than 18 inches wider than concrete surface to be cured,and weight down on the edges and over the transverse laps to form closed joints.Repair or replace sheets when torn or otherwise damaged during curing.Leave sheeting on concrete surface to be cured for at least 7days. 3.6 FINISH A. Float and Trowel:Match existing finish or provide"broom finish"by lightly combing straight lines with a medium stiff broom as directed by Owner's representative.Broom pattern to be perpendicular to main pedestrian traffic route. 3.7 FIELD QUALITY CONTROL A. Cement concrete proportioning shall meet the requirement of WSDOT Section 5-05. B. The contractor shall protect the concrete against all damage prior to final acceptance. Remove concrete containing excessive cracking,fractures, spalling,or other defects and reconstruct the entire section between regularly scheduled joints at no additional cost to the Owner. 3.8 DEFECTIVE WORK A. Remove and replace defective work not conforming to plan and specifications specified tolerances at the Contractor's own expense. B. Remove and replace any pavement that shows cracks,ponds or puddles,bulges,which does not freely drain or exhibits other defects at the Contractor's own expense. C. Remove and replace any ADA walkways and landings exceed tolerances at the Contractor's own expense. Permit Set 32 13 13-5 September 28,2023 Concrete Paving City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 13 13 Bid No: CONCRETE PAVING PAGE 6 OF 6 3.9 CLEANING A. After completion of the curing period: 1. Remove the curing material. 2. Sweep the concrete clean. 3. After removal of all foreign matter from the joints,seal joints as specified. 4. Clean the entire concrete of all debris and construction equipment as soon as curing and sealing of joints has been completed. B. Leave premises clean and free of residue for work of this Section. END OF CONCRETE PAVING SECTION Permit Set 32 13 13-6 September 28,2023 Concrete Paving City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 15 40 Bid No: PERMEABLE CRUSHED ROCK BASE PAGE 1 of 3 PART GENERAL 1.1 RELATED DOCUMENTS A. Drawings and General Requirements of the Contract,including General and supplementary Condition, Special Provisions and Technical Specifications applicable to this Section. Note:Prior to bidding the work of this Section,Contractors shall visit the site to generally familiarize themselves with existing conditions,soils,slope,access,and other readily apparent site conditions. 1.2 DESCRIPTION OF WORK A. The Contractor's scope of work includes the placement,grading,and compaction of crushed rock top stone and base stone for the new play field. B. A Play Equipment Subcontractor will be selected through a separate process for the 2-12 and 5-12 soft-surface play areas.The Play Equipment Subcontractor will then be assigned to the General Contractor to provide and install the crushed rock base under the playground grass. 1.3 QUALITY ASSURANCE A. Top and base stone contractor shall have familiarity with sports field construction and have completed at least five similar fields in the Northwest. Qualifications shall be provided to the Architect and District upon request. Note:No site work shall be performed without notifying synthetic turf system installer and the District at least 48 hours prior to commencement of work. 1.4 SITE CONDITIONS A. The Contractor shall satisfy himself as to the nature and quantity of materials to be moved and other work to be performed and shall notify the synthetic turf system manufacturer and the District of any differences between site conditions shown on the drawings and actual conditions prior to commencement of work. B. Underground Utility Lines-Proposed underground utility lines are shown on the drawings.The Contractor shall locate and clearly mark all underground utilities and obstructions and protect or relocate all that conflict with the work described herein.Assume that other utilities may be present and use caution when excavating.Notify the District if any other underground utilities or structures are discovered. 1.5 REVIEW AND TESTING A. A qualified Engineer or his representative,designated by the turf system manufacturer,will be present intermittently to observe the Contractor's operation,to perform tests and measurements,and to adjust the work as necessary to meet field conditions. Such observations,tests,measurements,and work adjustments shall not alter the requirements of the drawings or specifications nor imply any superintendence or control of the Contractor's operation,nor warranty the Contractor's work.Relative compaction of compacted soils will be determined in general accordance with the American Society Permit Set 32 15 40- 1 September 28,2023 Permeable Crushed Rock Base City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 15 40 Bid No: PERMEABLE CRUSHED ROCK BASE PAGE 2 of 3 for Testing and Materials(ASTM)Test Methods D1557(modified proctor)and D2167,D2922,or D3017. 1.6 SUBMITTALS A. Contractor shall submit a ten-pound sample of top stone,and a sieve and permeability analysis test (constant head permeability ASTM D2434-68)of each to the District for approval prior to delivery to the site. The sieve and permeability analysis must be by an independent testing lab and to the sieve sizes specified below. The sieve tests must be made of the exact material to be used and performed no more than 21 days prior to submittal for review. PART 2 PRODUCTS 2.1 CRUSHED ROCK UNDER PLAYGROUND GRASS A. The Play Equipment Subcontractor will provide the following: 1. 3/4"minus crushed rock;max 5%passing a#200 sieve PART 3 EXECUTION 3.1 SPILLAGE,DUST AND EROSION CONTROL A. The Contractor shall prevent spillage when hauling on or adjacent to any public street,highway, existing track,and school district property.In the event that spillage occurs,the Contractor shall remove all spillage and sweep,wash,or otherwise clean such streets in accordance with County and/or State requirements. B. The Contractor shall take all precautions needed to prevent a dust nuisance to adjacent public and private properties and to prevent erosion and transportation of soil to downstream properties resulting from work under this contract.Any damage so caused by the Contractor's work shall be corrected or repaired by the Contractor. 3.2 GENERAL A. Protection and any minor restoration of the existing base rock and shock pad are the responsibility of the contractor.All repair work shall conform with the drawings and specifications and be approved by the landscape architect prior to the placement of turf. 3.3 HANDLING AND PLACEMENT A. The permeable rock specified herein is a very specialized blend of rock that requires careful handling in order to avoid segregation.Material that has segregated or had fines drop out will be rejected. The following procedures must be adhered to: 1. Minimize the number of times the material is handled. 2. Minimize the distance the material is pushed. 3. Always keep the material properly moisture conditioned,especially when handling. 4. Minimize the use of vibratory rollers for compaction. Permit Set 32 15 40-2 September 28,2023 Permeable Crushed Rock Base City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 15 40 Bid No: PERMEABLE CRUSHED ROCK BASE PAGE 3 of 3 3.4 BASE STONE AND CRUSHED ROCK UNDER PLAYGROUND GRASS A. The specified base stone shall be carefully placed and compacted over the subgrade and drain lines to the depth shown on the drawings. All irregularities in subgrade elevation shall be corrected with base stone so that top stone depth is as consistent as possible. If the thickness of the planned base stone exceeds 6",the stone shall be placed in horizontal layers not to exceed 6",and each layer proof-rolled to 95%relative compaction(modified proctor)with a vibratory smooth drum roller. B. Finished surface shall be proof-rolled with a vibratory smooth double drum roller to provide a non- yielding,smooth,flat surface. C. Final base stone grades shall conform to the lines and grades shown on the drawings. The measured grades shall not deviate more than 0.04 feet from the planned grades in any location,and the planarity of the base stone surface shall not vary by more than 0.04 feet in any location and in any direction as measured with a string line across the entire field in both directions.Laser grading is required. D. All base stone grades shown on the drawings shall be completed by the Contractor and reviewed by the District and synthetic turf representative prior to commencing with the subsequent work items. 3.5 TOP STONE A. The specified top stone shall be carefully placed and compacted to 95%over the base stone to the grades and elevations shown on the drawings. B. The finished surface shall be proof-rolled with a vibratory smooth drum roller to provide a non- yielding,smooth,flat surface. Minimize the number of passes with vibrating equipment so as to avoid material segregation. C. Final top stone grades shall conform to the lines and grades shown on the drawings. The measured grades shall not deviate more than 0.02 feet from the planned grades in any location,and the planarity of the top stone surface shall not vary more than 0.02 feet at any location and in any direction as measured with a string line across the entire field in both directions.Laser grading is required. D. All top stone grades shown on the drawings shall be completed by the Contractor and reviewed by the District and synthetic turf representative prior to commencing with the subsequent work items. 3.5 PERMEABILITY A. Finished surface must meet the minimum permeability rate acceptable to the synthetic turf manufacturer. (>30 in/hr.). The Contractor will do a bucket test at 6 locations as directed by the Landscape Architect after placement of each lift. The Contractor will record the permeability rate for approval by the District and the synthetic turf manufacturer. B. Contractor shall replace non-conforming areas as necessary to obtain turf manufacturer's Certification of Acceptance of top stone installation. END OF PERMEABLE CRUSHED ROCK BASE SECTION Permit Set 32 15 40-3 September 28,2023 Permeable Crushed Rock Base City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 17 23 Bid No: PAVEMENT MARKINGS PAGE 1 OF 6 PART 1 GENERAL 1.1 SUMMARY A. Work includes but is not limited to the following: 1. Furnish materials and apply painted parking stall striping,ADA symbols,and striping on asphalt and concrete surfaces. 2. Furnish materials and apply thermoplastic striping on asphalt surfaces. 3. Furnish and install signs as indicated. 4. Furnish and install wheel stops as indicated. 5. Furnish and install bollards as indicated on plan. 1.2 RELATED SECTIONS A. Coordinate related requirements specified in other parts of the Project Manual,including but not limited to the following: 1. Section 3122 00—Earthwork 2. Section 32 12 16—Asphalt Paving 3. Section 32 13 13—Concrete Paving 1.3 REFERENCES A. APAW-Designs and Specifications for Asphalt Concrete Pavements and Bases, 1990 Edition. B. Manual on Uniform Traffic Control Devices(MUTCD)Current Edition. C. 2019 Western Washington Stormwater Manual by Washington State Department of Ecology,as adopted by the City of Arlington Land Use Code Title 20. D. WSDOT-Standard Specifications for Road,Bridge and Municipal Construction,latest edition; Washington State Department of Transportation. Standard Plans,latest edition. E. Subsurface Exploration,Geologic Hazard,and Geotechnical Engineering Evaluation prepared by Associated Earth Sciences Inc. for Rock Project Management Services,LLC,dated July 28,2023. 1.4 DIMENSIONS AND LAYOUTS A. Furnish,set and mark all line location stakes.Assign a qualified layout engineer,surveyor,or technical specialist to do this work;this person shall be on site at all times when work requiring control is being performed.Furnish and maintain on site necessary equipment,supplies and instruments related thereto.Make this equipment and personnel available,at no additional cost to the Owner,for the purpose of verifying layout and certifying the accuracy of work on the site. 1.5 SUBMITTALS Conformed Set 32 17 23-1 April 4,2023 Pavement Markings City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 17 23 Bid No: PAVEMENT MARKINGS PAGE 2 OF 6 A. Comply with Section 0133 00. B. Submit Pavement Marking Paint product information. PART 2 PRODUCTS 2.1 PAINT A. Paint shall be white,red,blue or yellow traffic paint(or compound suitable for paved surfaces),for parking stalls,crosswalks,outdoor sports courts,and curbs conforming to the requirements of WSDOT Section 8-22 and 9-34.2.Paint shall be lead free. B. Paint shall be delivered and stored in sealed containers that plainly show the designated name, formulation,or specification numbers,batch number,color,date of manufacture,manufacturer's name,formulation number and directions,all of which shall be printed legibly at time of use.The paint shall be homogeneous,easily stirred to a smooth constancy,and shall show no hard settlement or other objectionable characteristics. 2.2 THERMOPLASIC PAVEMENT MARKINGS A. Thermoplastic Pavement Marking shall be in accordance with the City of Arlington details,standards, and requirements and WSDOT Section 9-34.3. B. Thermoplastic pavement markings shall be reflectorized pavement striping material of the type that is applied to a road surface in a molten state with premixed glass beads by spray or extrusion means, with a supplemental surface application of glass spheres.Marking shall be applied properly per the manufacture's recommendations and at the designated thickness and width the stripe shall,upon cooling,be reflectorized and be able to resist deformation by traffic.The applied material shall be impervious to degradation by motor oil,diesel fuel,grease deposits and ice-preventative chemicals. C. The thermoplastic pavement marking materials shall meet the following specifications.This specification covers reflectorized oil and grease impervious thermoplastic road marking materials which are(1)hot extrusion applied with a surface application of glass spheres and(2)heat fused applied.The properly applied markings shall be reflectorized and able to durably resist degradation and deformation by traffic.The thermoplastic materials shall be homogenously composed of pigment, filler,resins,and glass reflectorizing spheres,and shall be available in both yellow and white. Composition:The pigment,beads and filler shall be uniformly dispersed in the resin.The materials shall be free from all skins,dirt,and foreign objects and shall comply with requirements according to Table 1.Only new materials shall be acceptable for use on this project. COMPONENT WHITE YELLOW Binder(see note A) 18.0%min 18.0% min Glass Beads(AASHTO M247 Type D) 30.0—40.0% 30.0 — 40.0% Titanium Dioxide 10.0%min -- Yellow Pigments -- 2.0% min Calcium Carbonate 42.0%max 50.0% max Note A: The alkyd binder shall consist of a mixture of synthetic resins(at least one of which is solid at room temperature) and a high boiling point plasticizer. At least one third of binder composition shall be solid maleic modified glycerol ester resin and shall be no less than 8% by eight of the entire material formulation.The alkyd binder shall not contain petroleum based hydrocarbon resins. Conformed Set 32 17 23-2 April 4,2023 Pavement Markings City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 17 23 Bid No: PAVEMENT MARKINGS PAGE 3 OF 6 Note B: The percentage of yellow pigment can be reduced if lead pigments are eliminated from the formulation. D. Temperature-The molten material temperature shall be between 400 and 440 F unless otherwise recommended by the manufacturer and approved by the Engineer. E. Primer-A primer shall be used if thermoplastic is applied to Portland cement concrete.Any primer used shall be compatible with the thermoplastic material. F. Thickness-The pavement markings shall yield a solid thickness range of 80 to 95 mils above the roadway surface across the middle two-thirds of the line width when tested as specified in MSMT 729. G. Glass Beads-Glass beads shall be uniformly applied to the surface of the molten thermoplastic at the minimum rate of 7 to 9 lb/ 100 ft2,as specified in MSMT 729. H. Color-The color of the dry markings shall match Federal Standard 595(13538—yellow or 17886— white).The Contractor shall supply the specified color chips for the Engineer's use to visually determine that the thermoplastic material matches the specified color. I. Retro reflectance-The millicandel/lux/square meter values taken anytime within the first 30 days shall conform to the following: COLOR RETROREFLECTIVITY White equal to or greater than 250 Yellow equal to or greater than 150 1. The"Drop-On"glass beads shall conform to AASHTO specifications M-247-81 except as follows: The glass beads shall have the following gradation: US SIEVE NUMBER PERCENT PASSING 20 100 30 75-95 50 15-35 80 0-5 100 0 The"Drop-On"glass beads shall be smooth,clear and free from air inclusions.The beads shall have a minimum refractive index of 1.50 and shall be a minimum of 80%true spheres overall, and minimum 70%true spheres on each sieve. The beads shall be moisture proof coated and shall meet the requirements of AASHTO M-247-81 Section 4.4.2 to ensure optimum embedment of 60-65 percent(60-65%)in various thermoplastic traffic marking systems.The material shall set to bear traffic in not more than 2 minutes when the air temperature is 50 degrees F and not more than 10 minutes when the air temperature is 90 degrees F. Conformed Set 32 17 23-3 April 4,2023 Pavement Markings City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 17 23 Bid No: PAVEMENT MARKINGS PAGE 4 OF 6 J. Bond Strength—After heating the thermoplastic material for four hours at 425 degrees F the bond strength to Portland Cement Concrete shall exceed 180 psi(1.24 Mpa Method ASTM D4796-88) K. Cracking Resistance—For at least 90 days after application the materials shall show no cracks other than with substrate cracking. Smear and Softening Resistance—During the life of the materials,the applied markings shall not smear or soften apart from substrate movement 2.3 PAVEMENT MARKING A. All materials shall conform to City of Arlington requirements and project Documents. B. Pavement marking lettering shall be in accordance with City of Arlington requirements and project Documents. 2.4 TRUNCATED DOMES FOR DETECTABLE WARNING A. Truncated domes shall be per the contract documents,WSDOT Specifications and City of Arlington Standards. 2.5 CONCRETE WHEELSTOP A. Precast commercially manufactured wheelstops 6 feet in length by 4.5 inches in height;4000psi minimum compressive strength and per project plans. Each stop shall be reinforced with 244 deformed steel reinforcing bars.Provide chamfered corners and drain slots on underside,and holes for dowel-anchoring to pavement. 2.6 CONCRETE BOLLARDS A. Bollards shall be per contract documents. Exposed edges of steel pipe shall uniform in height and smooth such that there are not catches or sharp edges.Domes concrete top shall be uniform in shape. 2.7 SITE SIGNS A. "Stop"MUTCD(RI-1) B. "Do Not Enter"MUTCD(R5-1) C. "Exit Only"MUTCD(R7-68) D. "Enter Only"MUTCD(RX-XX) E. "Reserved Parking"ADA MUTCD(R7-801) F. "Van Accessible"MUTCD(R7-801A) G. "Buses Only"WSDOT(R7-10802 Modified) 2.8 STREET SIGNS A. Install street signs within the public right-of-way per the plans in accordance with the City of Arlington Standards. PART 3 EXECUTION Conformed Set 32 17 23-4 April 4,2023 Pavement Markings City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 17 23 Bid No: PAVEMENT MARKINGS PAGE 5 OF 6 3.1 GENERAL A. The Contractor shall furnish an experienced technician to supervise the location alignment,layout dimensions and application of pavement markings. B. All surfaces to be marked shall be thoroughly cleaned before application of the paint or thermoplastic markings.Dust,dirt and other granular surface deposits shall be removed by sweeping,blowing with compressed air,rinsing with water or a combination of the methods as required.Rubber deposits, surface laitance,and other coating adhering to the pavement shall be completely removed with scrapers,wire brushes,sandblasting,approved chemicals or mechanical abrasion as directed. C. Paint Application: 1. Apply pavement marking to clean,dry pavement surfaces and in accordance with manufacturer's recommendations. 2. Application thickness shall be in accordance with WSDOT Section 8-22.3(3)F.A minimum of two applications of paint will be required to complete all paint markings. 3. Apply paint evenly to the pavement surface to be coated at the rate of 105,plus or minus 5, square feet per gallon.Apply paint to clean,dry surfaces,and unless otherwise approved,only when air and pavement temperatures are 50 degrees F and rising and less than 95 degrees F. Maintain paint temperature within these same limits.Apply paint pneumatically with approved equipment. 4. Provide guide lines and templates as necessary to control paint application. Take special precautions in marking letters and symbols. 5. The top of pavement markings shall be smooth and uniform.Line ends shall be square and clean. Sharply outline edges of marking. 6. The maximum drying time requirement of the paint specifications and manufactures recommendations shall be strictly enforced,to prevent undue softening of bitumen,and pickup, displacement,or discoloration by tires of traffic. 7. Discontinue painting operations if there is a deficiency in drying of the marking,until cause of the slow drying is determined and corrected. 8. Tolerances shall be in accordance with WSDOT Section 8-22.3(4). D. Parking Area: 1. Parking stall and block-out striping shall be 4 inches wide painted white unless otherwise noted on the project Documents. 2. ADA parking stall symbols shall be in accordance with project Documents. 3. Painted traffic arrows shall be in accordance with the project Documents. 4. Dropoff Load/Unload stripe shall be shall be 4 inches wide painted white. 5. Stop bar and crosswalk striping shall be in accordance with the project Documents. Conformed Set 32 17 23-5 April 4,2023 Pavement Markings City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 17 23 Bid No: PAVEMENT MARKINGS PAGE 6 OF 6 E. Fire Lane Striping: 1. Fire lane access roads shall be marked with curbs painted red along the entire top and side faces of the curb,as indicated on the plans. 2. Mark/stencil 6-inches from the face side of the curb 12-inch white lettering to read"FIRE LANE-NO PARKING",at 50-foot intervals. F. Stop Bar and Crosswalk 1. Stop bar and crosswalk striping shall be in accordance with the project drawings and City of Arlington Standards. G. Paint shall be applied uniformly at a rate specified in WSDOT Section 8-22.All markings shall be protected from traffic until the paint is thoroughly dry.All markings shall present a clean cut, uniform,and workmanlike appearance.All marking which fail to have a uniform,satisfactory appearance shall be corrected by the Contractor at their expense. H. Thermoplastic Marking shall be installed per manufacture's recommendations and in accordance with WSDOT Section 9-34.3. I. Signage 1. Install signs per details and locations shown on the plans. Sign installation shall be in accordance with WSDOT Section 8-21.3(2)and MUTCD. J. Wheel Stops 1. Install wheel stops in accordance with manufacturer's recommendations. K. Bollards shall be installed per project Documents. Coordinate exact location of each bollard with Electrical for required clearances and access to the transformer prior to installation. L. Cleaning: Leave premises clean and free of residue of work of this Section. END OF PAVEMENT MARKINGS SECTION Conformed Set 32 17 23-6 April 4,2023 Pavement Markings City of Arlington DIVISION 1 Smokey Point Community Park SECTION 32 18 13 Bid No : SYNTHETIC GRASS FOR PLAYGROUND PAGE 1 OF 4 PART 1 GENERAL 1.1 RELATED REQUIREMENTS SPECIFIED ELSEWHERE A. Drawings and general provisions of this contract,including general and supplementary conditions and other Division 01 Specification Sections apply to this Section. 1.2 DESCRIPTION OF WORK A. A Play Equipment Subcontractor will be selected through a separate process.The Play Equipment Subcontractor will then be assigned to the General Contractor to provide and install synthetic turf surfacing for the 2-12 and 5-12 soft-surface play area. B. The Play Equipment Subcontractor will provide the following: 1. Synthetic turf for playgrounds systems for surfaces under and around playground equipment including but not limited to the furnishing and installing an artificial grass safety surface over a compacted base. Finished products shall be seamed to provide a resilient,continuous surface over the entirety of the project surface.Work includes all labor,materials,tools,equipment,and applicable taxes to perform all work and services for the installation of the surface. 1.3 REFERENCE SPECIFICATIONS AND STANDARDS A. Materials and methods of construction shall comply with the latest provisions of the following standards: 1. ASTM F 1292-04"Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment". 2. ASTM D2859"Flammability Standard". 3. ASTM F1951-99:"Standard Specification for Determination of Accessibility of Surface Systems Under and Around Playground Equipment." 1.4 SUBMITTAL A. Provide samples and cut sheets of all products including turf,nailer board,safety pad,infill. Submit turf colors for approval. B. Laboratory Test Reports:Materials certificates certifying each material item complies with,or exceeds, specified requirements. Certificates of compliance must be signed by materials producer and contractor. C. Product Verification:Delivery slip for each material shipment,including carpet and infill material. D. Warranties: Product warranties must be provided to District prior to installation. E. Field test inspection reports and samples for material including Impact Attenuation,Permeability,and Flammability. F. Playground Grass Surface Installer Qualifications:A list of five(5)playground surfacing projects completed with a similar product within the last five(5)years.List shall include names of project representatives and respective telephone numbers.This list shall also contain projects which require the same level of difficulty,e.g.number of poles and cutouts,transitions,and other special requirements. Permit Set 32 18 13-1 September 28,2023 Synthetic Turf for Playground City of Arlington DIVISION 1 Smokey Point Community Park SECTION 32 18 13 Bid No : SYNTHETIC GRASS FOR PLAYGROUND PAGE 2 OF 4 G. Product Substitution Submittals: Contractor shall provide the following material for playground grass material substitution. 1. At least one project in excess of 5,000 square feet and completed in the last two(2)years. 2. Two 1'xF product turf samples,including pad samples. 3. Product warranty and guarantee from manufacture warranting against all defects for a ten(10)year period. 4. A written guarantee from manufacturer for workmanship. 5. Impact attenuation(per fall height requirements),permeability,and flammability test results from independent approved and certified testing laboratories. 1.5 TESTING OF MATERIALS A. The following are test results from an independent testing laboratory which must also be submitted: 1. Impact Attenuation:ASTM 1292-04: Impact attenuation test results will be provided. These test results shall be certified and submitted on the letterhead of an independent testing lab.Impact attenuation test results shall meet or exceed Consumer Product Safety Commission. Guidelines for impact attenuation (G-max and Head Injury Criterion"H.I.C."):Test results must be administered and evaluated under the same test and these results must be shown for three drops at each required temperature: 32o,72o, 120o;yield less than 200 G's and less than 1,000 H.I.C. 2. Permeability:Product shall meet or exceed a coefficient of permeability of five(5)feet per minute. 3. Flammability(PILL test) Note: To assure compliance,installation shall be provided by an approved installer,who has at least five successful installs. 1.6 WORKMANSHIP AND QUALITY ASSURANCE A. The artificial grass is to be installed per manufacturer's plans and specifications by manufacturer. B. All artificial grass and components shall be provided by a single source. 1.7 DELIVERY AND STORAGE OF MATERIALS A. Artificial grass will be delivered in rolls 15' in length,wrapped in plastic.Rubber buffings for under the grass will be delivered on pallets to the job site. B. Products will be stored out of site(as much as possible)and secured the same to prevent tampering. 1.8 GUARANTEE/WARRANTY OF THE MATERIAL AND WORKMANSHIP A. The artificial grass installed under this contract will be warranted for a period of ten(10)years for materials and workmanship and covers the surface for wear through,deterioration and excessive fading/UV degradation.Vandalism and force majeure will not be covered.Written warranty must be submitted by the installer. B. When defective material or workmanship is discovered which will require repair or replacement,all such repair work or replacement work shall be done by the contractor at its own expense after written Permit Set 32 18 13-2 September 28,2023 Synthetic Turf for Playground City of Arlington DIVISION 1 Smokey Point Community Park SECTION 32 18 13 Bid No : SYNTHETIC GRASS FOR PLAYGROUND PAGE 3 OF 4 notification is given of such required repairs. 1. Any unsafe conditions that arise shall be secured and maintained by the installer until all required repairs or replacements have been completed. 2. All resurfacing will conform in kind and quality to the specifications set forth in the plans and specifications and will be free of defects in workmanship and material. PART 2 PRODUCTS 2.1 DESCRIPTION OF SYSTEM A. Resilient safety surface shall be Playground Grass Ultra as manufactured by ForeverLawn Inc. 1-866-992- 7876 or approved equal. Resilient safety surface shall meet all of the following requirements independently and collectively: 1. Blades:Primary blades are a slit film XP polyethylene with an anti-static agent integrated into the construction so as to not allow static charge build up. Secondary blade is a monofilament. 2. Weight: The product face weight will be a minimum of 48 ounces.With backing,the total weight of the product will be 106 ounces. 3. Tufting: The tufting gauge will be 3/8",pile height 1 1/2".Tufting configuration—dual yarn. 4. Backing: The backing shall be a multi-layered backing. 5. Seams: Primary seaming system shall be a micromechanical seam,utilizing hook and loop technology. 6. Resilient subsurface:2"SafetyFoam Pad which is a closed cell polyethylene planed pad with drain channels. 7. Infill:Material shall be envirofill coated sand. PART 3 EXECUTION 3.1 BASE REQUIREMENTS A. The base shall be cleared,leveled and compacted at a depth as shown on drawings. 3.2 PREPARATION A. The perimeter of the area shall be defined with a composite nailer board Resco MaxiTUF or Azek products. Submit samples for approval. These nailer boards will be secured into concrete or blacktop or held in place with spikes as shown on drawings. B. Cleaning: The entire surface shall be clean and free from any foreign and loose material. 3.3 INSTALLATION A. SafetyFoam subsurface(resilient surface):2"Safety Foam. B. Artificial Turf:The turf will be rolled out in sections,cut around the poles,and seamed together using the micromechanical seaming system as the primary bond. Glued seams are not allowed. Permit Set 32 18 13-3 September 28,2023 Synthetic Turf for Playground City of Arlington DIVISION 1 Smokey Point Community Park SECTION 32 18 13 Bid No : SYNTHETIC GRASS FOR PLAYGROUND PAGE 4 OF 4 C. Securing:The turf will be secured around the perimeter as shown on plans. D. Turf infill shall be installed with grooming machine as recommended by manufacturer.A minimum of 1 pound of infill shall be provided per square foot of turf and worked into the product. E. Protection: Surface installer shall be responsible for the protection of the rubber surface during the installation process. Surface installer shall be responsible for the protection of the surface during the curing period upon completion of the installation. END OF SYNTHETIC GRASS FOR PLAYGROUND SECTION Permit Set 32 18 13-4 September 28,2023 Synthetic Turf for Playground City of Arlington DIVISION 1 Smokey Point Community Park SECTION 32 30 00 Bid No : SITE IMPROVEMENTS PAGE 1 OF 3 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 01 Specification Sections,apply to work of this Section. 1.2 REFERENCES A. ASTM F 1292 -Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment. B. US Consumer Product Safety Commission(CPSC)Handbook for Playground Safety. 1.3 DESCRIPTION OF WORK A. Provide and install site furnishings and other site improvements as specified and shown on the drawings. B. Provide District with complete facilities ready to use for regulation activities. C. All work to conform to recommendations and guidelines of all applicable manufacturers,installers and users' associations,et al. 1.4 COLORS A. As noted,or to be as selected by Landscape Architect from manufacturer's complete line. 1.5 SUBMITTALS A. Submit catalog cut sheets for all specified items and detailed shop drawings for all items requiring fabrication. B. Submit installation procedure to Landscape Architect for approval prior to installation. C. Product Data: Submit manufacturer's product data,including installation and subsurface instruction D. Certificate of Compliance: Submit manufacturer's certificate of complia nce indicating materials comply with specified requirements. E. Warranty: Submit manufacturer's standard warranty. 1.6 PLAY STRUCTURES A. A Play Equipment Subcontractor will be selected through a separate process.The Play Equipment Subcontractor will then be assigned to the General Contractor to provide and install new play equipment at the 2-12 and 5-12 soft-surface play areas. B. The Play Equipment Subcontractor will provide the following: 1. An original certificate of product liability insurance with project owner named as certificate holder. Minimum of$10 million required. 2. Submittal package:must include scaled plan view layout drawings with components noted,color selection by component type,and step-by-step installation instructions for each component. Permit Set 32 30 00-1 September 28,2023 Site Improvements City of Arlington DIVISION 1 Smokey Point Community Park SECTION 32 30 00 Bid No : SITE IMPROVEMENTS PAGE 2 OF 3 3. Manufacturers standard catalog warranty must include the following as a minimum: uprights— 15 years: decks,pipes,rails, and rungs— 10 years;roto-molded polyethylene—6 years;hardware— 12 years. 4. Documentation of equipment compliance with current US-CPSC and ASTM F 1487 Guidelines. 5. IPEMA Certification. PART PRODUCTS 2.1 SEAT CUBES A. RADIUM Seat Cubes by MMCite,Perforated Steel Sheet,Powder coated galvanized steel,Model# LRB410,Color TBD 2.2 PICNIC TABLES-TYPE 1 A. Orbit picnic table by MM Cite,Powder coated galvanized steel,Color TBD,Model#LOB280,One unit to be ADA accessible 2.3 PICNIC TABLES-TYPE 2 A. Rautster picnic table by MM Cite,Perforated Steel Sheet,Powder coated galvanized steel,Color TBD, Model#RTS251,One unit to be ADA accessible 2.4 TABLE &CHAIRS- TYPE 1 A. Orbit picnic table by MM Cite,Powder coated galvanized steel,Color TBD,Model#LOB240,One unit to be ADA accessible 2.5 TABLE &CHAIRS- TYPE 2 A. Orbit picnic table by MM Cite,Powder coated galvanized steel,Color TBD,Model#LOB260,One unit to be ADA accessible 2.6 ADIRONDACK CHAIR A. Americana Lounge Chair by Landscape Forms,Color: TBD 2.7 BIKE RACK A. Oahu No Scratch Bike Rack by Sportworks,Stainless Steel,In ground mount with Concrete Wedge anchor 2.8 COMMUNITY BOARD A. Single Sided Outdoor Message Center but Outdoor Messaging Center,Black message on top panel,gray tackboard,lockable doors,posts to have square tops.Color:Black 2.9 LITTER RECEPTACLE A. Select Recycling System by Landscape Forms,Double Unit for Waste and Recycling,Powder coated Color:TBD, Surface Mount Permit Set 32 30 00-2 September 28,2023 Site Improvements City of Arlington DIVISION 1 Smokey Point Community Park SECTION 32 30 00 Bid No : SITE IMPROVEMENTS PAGE 3 OF 3 2.10 BOUDLERS Imported Igneous River Boulders,5001bs.-2,000 lbs. average weight. Type Aboulder: 500-1,000 lbs.Type B boulder: 1,000-2,000 lbs.Rock to be hand-selected by Landscape Architect prior to delivery to site. Available through Marenakos Rock Center. 2.11 RIVER COBBLES A. Washed Foothills River Rock,size from 4"-8"in diameter,Available through Marenakos Rock Center. 2.12 PLAYGROUND SAFETY SURFACING A. Poured in Place Rubber Safety Surfacing,TBD 2.13 SPECIALTY PAVING TYPE 1 A. Top Cast decorative surface retardant by Dayton Superior.#5 finish,provide a 10'x10'mock up for approval. 2.14 SPECIALTY PAVING TYPE 2 A. Integral colored concrete by Davis Colors: Pebble #641,provide a 10'x10'mock up for approval. PART 3 EXECUTION 3.1 GENERAL A. Refer to applicable details and plans for layout and installation. B. Install rigid, plumb and true to lines and levels shown. Stakeout all elements called for in this section for approval by District or authorized representative.All work of highest quality. C. Unless otherwise indicated,install all equipment specified by name/manufacturer as per manufacturer's recommendations;submit installation procedure to District or authorized representative for approval prior to installation. END OF SITE IMPROVEMENTS SECTION Permit Set 32 30 00-3 September 28,2023 Site Improvements City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 31 13 Bid No: CHAIN LINK FENCES AND GATES PAGE 1 OF 4 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the contract,including general and supplementary conditions and Division 01 Specification Sections,apply to work of this Section. 1.2 DESCRIPTION OF WORK A. Include all labor,materials,equipment,transportation,and services to complete chain link fencing and gates as shown on the drawings and herein specified. 1.3 RELATED WORK SPECIFIED ELSEWHERE A. Refer to Section 32 30 00,Site Improvements. 1.4 SUBMITTALS A. Product Data 1. Submit manufacturer's literature including details of all component parts and installation details for the fence and gate installation. 1.5 STANDARDS A. Industry Standards: Standard for Industrial Steel; Specifications for Fence Posts,Gates and Accessories; Standards for Chain Link Fence Installation;as published by Chain Link Fence Manufacturer's Institute (CLFMI),American Society for Testing&Materials(ASTM). PART 2 PRODUCTS 2.1 MATERIALS A. General:All new steel and iron parts;to be galvanized in accordance with CLFMI,ASTM,and herein specified. 1. Fabric:Hot-dip process after fabrication or fabricated from wire zinc-coated by the electrolyticor hot- dip process. Weight of zinc coating minimum average of 2.0 ounces per square foot complying with ASTM A392. 2. Posts,rails,braces:Tubular members in accordance with ASTM A120,Schedule 40. 3. Accessories:In accordance with ASTM A153. 4. Provide black vinyl/powdercoated fencing components where noted on plans. 2.2 FABRIC A. Chain Link:No. 9 gauge, 8,000 psi tensile strength steel wire woven in a 2"mesh typ. One-piece fabric in height,no splices,height as noted on drawings. B. Provide fabric with sight obscuring pickets in locations indicated on drawings. Permit Set 3231 13-1 September 28,2023 Chain Link Fences and Gates City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 31 13 Bid No: CHAIN LINK FENCES AND GATES PAGE 2 OF 4 C. Selvage: Shall be knuckled on both selvages for all fabric. 2.3 POSTS A. End Corner 4' and 6' fence heights: Steel pipe,2-7/8 inch O.D., 5.79 lbs; 8' and 10' fence heights:4"O.D., 9.1 lbs. B. Line 4' and 6' fence heights: Steel pipe,2-3/8 inch O.D.,3.65 lbs; 8' and 10' fence heights: 2-7/8"O.D., 5.79 lbs. C. Swing Gate 30: Steel pipe. Single or one leaf of double gate width: 1. 5 feet or less: 2-7/8"O.D.,5.79 lbs. 2. 6 feet to 11 feet:4"O.D.,9.1 lbs. 3. 12 feet to 18 feet: 6-5/8"O.D., 18.97 lbs. D. Posts:All posts shall have standard pressed steel tops designed to fit posts and carry top rail; standard of manufacturer,ASTM F626. 2.4 TOP AND BOTTOM RAILS AND BRACES A. Steel pipe, 1-5/8 inch O.D.,2.30 lbs. Couplings: 6-inch length each joint. Spring couplings, 1 coupling in 5. Form continuous brace,end-to-end of fence run. 2.5 GATE FRAMES(FOR ALL OPENINGS) A. Galvanized Steel Pipe. No onsite welds. 1-7/8"O.D.,2.72 lb.per foot. Welding or fittings and rivets. Provide horizontal,diagonal and vertical members as required for rigidity. Provide truss rods where necessary. Gate shall support 300 lbs.imposed load at extreme and throughout entire range of operation without sag or damage. B. Provide method for securing all gates in open position. C. Latches: Install Fulcrom style latch for each gate,and hardware to accommodate heavy duty padlock. Install(1)drop rod assembly per gate frame for each gate 6'or longer,with accompanying hole in pavement to accept cane. 2.6 STRETCHER BARS A. Steel: Galvanized. Minimum size 3/16 x 3/4". Provide one at each gate,end post,and gate frames end. Provide two at each corner and pull post. Bars not required for posts where mesh is woven into lock loops. B. Stretcher Bar Bands:Regular pressed steel,galvanized,spaced evenly, 12"center maximum. Use off-set bands for all post sizes 4"and greater to provide a true fabric and rail alignment. 2.7 WIRE TIES A. Wire: 9-gauge steel,with minimum of three(3)full wraps around each connection. Cut off protruding ends. B. Application: Permit Set 3231 13-2 September 28,2023 Chain Link Fences and Gates City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 31 13 Bid No: CHAIN LINK FENCES AND GATES PAGE 3 OF 4 1. Line posts: 12"centers. 2. Rails and braces: 24"centers. 3. Tension Wire: 7-gauge hog rings,24"centers. 2.8 TENSION WIRE A. 7-gauge coil spring wire. Aluminum coated,class 110.4 oz.ASTM A491. 2.9 CONCRETE A. Refer to Section 321313, Concrete. 2.10 LOCKS A. Provide and install Knox weatherproof padlocks for all vehicular gates,Model#Knox 3770. Coordinate lock model with fire department,as needed. PART 3 EXECUTION 3.1 GENERAL A. In accordance with manufacturer's published instructions,ASTM F567 and herein specified. B. Stake out or mark fence and gate locations for approval prior to digging footings and installation. C. Set posts uniform in horizontal and vertical alignment,equally spaced,as indicated on drawings. Hold tops of all concrete footings at least 6"below finish grade. D. Where fence is integral with concrete mow strip or sidewalk,hold top of footings at bottom of paving as detailed. E. No post holes are to be left open or unguarded during installation. F. Contractor shall familiarize himself with locations of all underground utilities including irrigation. Notify Landscape Architect of any conflict encountered. G. Do not contaminate topsoil in seeded or planted areas with soil from post excavations. Use plastic sheeting or other measures to keep materials separated. Dispose of excess soils where directed. 3.2 POST FOUNDATIONS A. Concrete 1. End,Corner(4' and 6' fencing): 12"hole diameter,42"deep,42"post embedment. 2. Line(4' and 6' fencing): 12"hole diameter,36"deep,36"post embedment. 3. Gate Post(4' and 6' fencing): 12"hole diameter,42"deep,42"post embedment. 3.3 PLACING CONCRETE A. Place around posts in a continuous pour. Compact concrete by hand rodding. Permit Set 3231 13-3 September 28,2023 Chain Link Fences and Gates City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 31 13 Bid No: CHAIN LINK FENCES AND GATES PAGE 4 OF 4 B. Finish tops of concrete by hand trowel to provide a sloped dome 6"below finish grade unless noted otherwise; 1"slope from post. C. Set keepers,stops,and sleeves in concrete. Minimum concrete coverage of items:4"each side and 6" deeper than item. D. Provide crack control joint at each post location. 3.4 FABRIC A. Stretch fabric taut and tie to posts,braces,rails and frames. Fastenings to terminal posts shall be with stretcher bars and fabric bands. Fastenings to line posts shall be with tie wire. Fabric rolls shall be joined only at posts and by weaving a single strand of wire into the ends of the fabric to form a continuous mesh. Mesh shall have bottom tension wire. B. Place fabric and tension wire so that maximum gap at bottom of fence is V from finish grade in any location. C. Place fence fabric on play area side of posts. Request direction from Landscape Architect where necessary. D. Bend all wire ties away from area of play. Ensure no sharp or dangerous protrusions. 3.5 CLEAN UP,ADJUSTMENTS A. Remove excess earth resulting from post installations. Spread where directed. B. Clean up all concrete spills,splatter from adjacent paving,earth. C. Clean all parts of concrete splatter,other handling and installation contaminates. END OF CHAIN LINK FENCES AND GATES SECTION Permit Set 3231 13-4 September 28,2023 Chain Link Fences and Gates City of Arlington Smokey Point Community Park SECTION 32 80 00 Bid No: IRRIGATION PAGE 1 OF 9 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract,including General and Supplementary Conditions and Division 01 Specification Sections,apply to work of this Section. B. Refer to Section 32 90 00,Planting. 1.2 DESCRIPTION OF WORK A. The work of this Section includes but is not limited to the following: 1. Furnishing and installing automatic irrigation system including complete point of connection to water line,trenching and backfill,and furnishing and installing all labor and equipment and items noted on drawings and specified herein,and balancing and testing of system. Provide connections to existing irrigation system. 2. Note: Operation and maintenance of the irrigation system for 90 days from final acceptance of last phase of work is included in scope. Operate and maintain completed portions of work to maintain health of all landscape areas throughout the duration of the entire project. See Section 329000. 3. Work includes both base bid and alternate scope of work. 1.3 QUALITY ASSURANCE A. Codes and Ordinances:All local,municipal and State laws,rules,and regulation governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications.Anything contained in these specifications shall not be construed to conflict with the above-mentioned rules, regulations or requirements,and where a conflict may occur,the rules regulations,or requirements of the governing code shall be adhered to.However,when these specifications and/or drawings call for or describe materials,workmanship or construction of a better quality,higher standard or larger size,these specifications and/or drawings shall take precedence over the requirements of said rules,regulations,or codes. 1.4 SUBMITTALS A. Products and Materials:Immediately after award of contract,provide sufficient descriptive literature/information as to all operating characteristics,including operating pressures,pressure losses, materials used in product,test certificates,special features,etc.,for those products not specified by manufacturer or those submitted for approval as equal. Only the Landscape Architect can accept an item as "equal".Approval must be in writing. 1.5 PERMITS AND FEES A. Obtain all permits and pay required fees to any governmental agency having jurisdiction over the work. Arrange inspections if required by local agencies and ordinances during the course of construction. 1.6 APPROVAL A. Whenever the terms"approve" "approval"or"approved"are used in the Specification,they mean approval of Landscape Architect in writing. Permit Set 32 80 00-1 September 28,2023 Irrigation City of Arlington Smokey Point Community Park SECTION 32 80 00 Bid No: IRRIGATION PAGE 2 OF 9 1.7 RECORD IRRIGATION DRAWINGS A. Upon project completion,the following shall be provided: 1. Contractor shall furnish record drawings of the complete irrigation system in accordance with the General and Special Conditions.Two sets of full-size copies and one electronic version showing all irrigation work required under this contract will be provided.The copies are to be on site at all times during the construction so that Contractor can make a daily record of all work installed. 2. Actual location of hidden items including valves,stub cuts,manual drains shut-off valves shall be shown on the prints by dimensions from easily identified permanent features such as buildings,curbs, fences,walks,or property lines.Drawings shall show approved manufacturer's name and catalog number.The drawings shall be to scale,and all indications shall be neat.These prints will be observed by the Landscape Architect throughout the course of work.After testing and approval of mainlines and laterals for cover-up all information noted on the prints shall be transferred to a clear full-size copy with all indications recorded in a neat orderly way by Contractor.The record copy shall be turned over to the Landscape Architect for review at or before the Provisional Acceptance(Punch List)of the Project. 3. Operations Manual: Two manuals,bound in a hardback cover,shall be submitted to the architect for approval at the time of mainline testing.It shall include as a minimum the following information for all items used on the system: a. List of authorized distributors and service representatives for each piece of irrigation equipment, including names,addresses,and phone numbers. b. Guarantee/warranty certificates. c. Instruction manuals. d. Parts lists for each item with exploded views of each item showing part numbers. e. Complete trouble-shooting guide to common irrigation problems. f. DCVA Test Certification. Contractor shall arrange and pay for test by a Washington State certified backflow assembly tester. g. Winterization and spring start-up procedures. B. At the time of final inspection of the completed installation,the Contractor shall have completed revisions to the Landscape Architect's satisfaction of the"as-built"drawings and operations manual(indicating all changes)ready to turn over to the District for recording purposes;this shall be accomplished prior to final payment. 1.8 JOB CONDITIONS A. Coordination with Others: 1. Water Source:Refer to Drawings,connect to stub out as shown on civil plans. 2. Provide two 4"dia. sleeves for control wiring from controller location to outside planting area undcr paving as shown. 3. Sleeving: Sleeve under all paved areas,with PVC schedule 40 sleeves,size as shown on drawings. Permit Set 32 80 00-2 September 28,2023 Irrigation City of Arlington Smokey Point Community Park SECTION 32 80 00 Bid No: IRRIGATION PAGE 3 OF 9 4. Other Trades: Coordinate all work with that of other trades. 5. Available Water Pressure:Verify available water pressure at point of connection prior to beginning work. 1.9 PROTECTION A. Protect work,adjacent property,public,and be responsible for any damage or injury arising from this contract. B. Confine work to areas designated.Do not disturb natural vegetation outside of project limit lines.Protect all trees and shrubs within project limits not designated to be removed.Repair or replace vegetation damaged as a result of Contractor's operation to satisfaction of District at Contractor's expense. C. Be cognizant of all utility lines and underground obstructions.Be familiar with all utility,irrigation, mechanical,and electrical plans,so that digging/drilling operations do not damage lines.Replace or repair at Contractor's expense any existing buildings,equipment,underground utilities,walks,stairs,and/or forms damaged as a result of Contractor's operations in a manner satisfactory to the District before final payment is made. 1.10 GUARANTEE A. Guarantee the satisfactory operation of equipment,materials and workmanship,including restoration of the area for a period of one year from the date of final acceptance.Repair or replace any defect in equipment or workmanship occurring within that year at Contractor's expense. 1.11 TEMPORARY IRRIGATION A. Contractor to provide temporary irrigation in areas where no permanent irrigation is provided,to ensure establishment of new plants and grass. Submit method for temporarily watering plants for approval by District prior to start of work. PART 2 PRODUCTS 2.1 GENERAL A. Materials:All materials to be incorporated in this system shall be new and without flaws or defects and of quality and performance as specified and meeting the requirements of the system.All pipe damaged or rejected because of defects shall be removed from the site at the time of rejections. B. Substitutions:No substitutions of smaller pipe sizes will be permitted but substitutions of larger sizes of same type at no extra cost with approval are acceptable. C. Whenever any material is specified by name or number,such specifications shall be used for the purpose of facilitating a description of the materials and establishing quality and shall be deemed and construed to be followed by the words"or approved equal."No substitutions will be permitted which have not been submitted for prior written approval of the Landscape Architect. 2.2 PIPE AND FITTINGS A. Pipe and Fittings: PVC Pipe and Fittings: PVC compound Type 1,Grade 1,or Type 1,Grade 2, conforming to ASTM D 1784 specifications and approved and certified by the National Sanitation Foundation,all fittings Schedule 40 unless otherwise noted.Each length of PVC pipe is to be marked with Permit Set 32 80 00-3 September 28,2023 Irrigation City of Arlington Smokey Point Community Park SECTION 32 80 00 Bid No: IRRIGATION PAGE 4 OF 9 an identifying extrusion"run"number and the manufacturer's name or trade name,the pipe size and schedule or class. B. PVC Solvent Weld Pipe:PVC 1120 and 1220 material and shall have 200 psi minimum pressure rating unless otherwise indicated,with SDR 21 walls which conform to ASTM D 2241.PVC pipe with walls heavier than SDR 21 shall be installed when noted. C. PVC Threaded Pipe PVC 1120 or PVC 1220 materials,Schedule 80 conforming to ASTM D 1785. D. Plastic Pipe Fittings: Conform to ASTM D 2466,Type 1,Grade 1 or 2.Pipe may be belled on one end with the dimensions of the tapered bell conforming to ASTM D 2672.Molded fittings manufactured of the same materials as the pipe, suitable for solvent weld,unless otherwise specified. Slip fitting socket taper shall be so sized that a dry,unsoftened pipe end can be inserted no more than halfway into the socket. Plastic saddle and flange fittings not permitted. E. Solvent Weld Compound: Two-step application,with primer and solvent compounds. F. Galvanized Pipe: Standard wall Schedule 40,hot-dipped galvanized iron or steel pipe,threaded or coupled, which conforms to ASTM A 120 PIPE AND FITTINGS. 2.3 IRRIGATION HEADS A. As shown on drawings. 2.4 VALVES A. Quick Coupler Valves:As shown on drawings. B. Manual Drain Valves:Brass,3/4" size,commercial quality,non-rising stem type,as shown on drawings. C. Zone Valves:Electric remote-control valve as shown on drawings. Mark each valve with a permanent tag denoting the appropriate zone number. D. Master Valve: Normally closed electric remote control valve as shown on drawings. 2.5 VALVE BOXES AND PROTECTIVE SLEEVES A. General:Enclose all valves and quick couplers in valve boxes,at depth of pipe provide extensions to finish grade as required.Locate in planting beds as per plan.Any valve box located in paved areas must be precast concrete. B. Valve Boxes:As shown on drawings,Carson Green 14xl9 valve box with bolt down locking lid or equal. Submit for approval. C. Point of Connection: Old Castle pre-case concrete vaults as shown on drawings. 2.6 PROTECTIVE SLEEVE WITH LOCKING CAPS A. All drain valves and manual control valves to be enclosed as shown on drawings,Carson Green valve box with locking lid. Permit Set 32 80 00-4 September 28,2023 Irrigation City of Arlington Smokey Point Community Park SECTION 32 80 00 Bid No: IRRIGATION PAGE 5 OF 9 2.7 VALVE KEYS AND VALVE BOX COVER KEYS A. Provide two complete sets of all keys required for opening or operation of valves,valve box covers,and protective sleeve cap covers. 2.8 CONTROLLER A. Mounting height 60"off floor in location shown on drawings. Verify with Architect prior o installation. Provide locking cover and two set of keys. All wiring to be in conduit,no exposed wires allowed. 2.9 MISCELLANEOUS ELECTRICAL EQUIPMENT A. Control Wire: Insulated single-strand copper,minimum AWG No. 14,600 V UL-approved as Type UF. Copper conductor to meet or exceed ASTM B-3. Red,white,orange,and black colors must be available. Sufficient quantities must be supplied to meet splice and extra-wire requirements listed under control wire installation. Control wire size must meet or exceed Rainbird irrigation control wire specifications including length of run/size ratio. Decoder cables as shown on drawings. B. Splice: Make watertight electrical wire splices with 3M DBY-6/DBR—6 direct burial splice kits,600 V and UL listed. C. Electrical Tape: Black plastic,3/4"wide,minimum of 0.007"thick,and all-weather type. D. Duct Tape: All-weather cloth tape. E. Trace Wire: Bare#10 solid copper. 2.10 DRAIN ROCK A. Unfractured rock; 100"passing 1-1/2"square sieve and 0%passing 3/4" square sieve. 2.11 BEDDING/BACKFILL MATERIAL A. Import sand,maximum particle size'/a". Submit source and sample for approval. 2.12 DRAIN ROCK A. Unfractured rock; 100"passing 1-1/2"square sieve and 0%passing 3/4" square sieve. 2.13 BOOSTER PUMP A. As shown on drawings.Provide necessary power along with all parts and components necessary to provide the District with a fully operational system. PART 3 EXECUTION 3.1 INSPECTION A. Discrepancies: Upon initiation of work or at earliest time discovered,report to the Landscape Architect any deviations between the irrigation drawings and the site. Failure to do so prior to the installing of equipment,and resulting in replacing,and/or relocating,or additional equipment, shall be done at Contractor's expense. Permit Set 32 80 00-5 September 28,2023 Irrigation City of Arlington Smokey Point Community Park SECTION 32 80 00 Bid No: IRRIGATION PAGE 6 OF 9 B. Installation of piping prior to establishment of correct subgrade elevations is strongly discouraged. Contractor must attain specified bury depths. C. Available Pressure Verification: Prior to the start of any work,verify the assumed static pressure at point of connection. Notify Landscape Architect in writing of pressure available for approval to proceed. D. Plant Materials: Locate irrigation lines to avoid proposed plant material locations and any existing trees. Minor field adjustments may be made by the Landscape Architect to shrubs to avoid equipment. If conflict occurs with tree pit,relocate irrigation line at no additional cost. 3.2 PERFORMANCE A. Stake the sprinkler irrigation system head locations following the schematic design shown on the plans for approval before the construction begins. Alterations and changes in the layout may be expected in order to conform to the ground conditions and to obtain full and adequate coverage of water. It is understood that corrective measures may become necessary but no changes or alteration in the system as planned shall be made without the prior authorization of the Landscape Architect. B. Where connections to existing stub-outs are required make necessary adjustments in layout to connect should stubs not be located exactly as shown. Adjust layout as necessary to install around existing work. Where piping is shown to be under paved areas,but running parallel and adjacent to planted area,intention is to install piping in planted areas. Do not install directly over another line in same trench. C. Water service connections shall conform to the requirements set forth by the supplying agency,and all codes and ordinances. 3.3 TRENCHING A. Trenches shall be excavated for all pipes to provide a minimum depth of cover below finish grade as follows: 1. Mainlines 18" 2. Laterals 12" B. Excavate no wider at any point than is necessary to lay the pipe or installation equipment. Excavate with vertical sides and provide bracing and shoring as required. C. Excavate to depth required in any material encountered with no extra compensation. Provide import sand bedding to at least 4"below specified pipe depth and backfill with sand to subgrade elevation. D. Exercise care when excavating trenches near existing trees. Where roots 2"and greater in diameter are encountered,except in the direct path of the pipe,hand-excavate and tunnel. When large roots are exposed, wrap with heavy burlap for protection and to prevent excessive drying. Trenches dug by machines shall have the sides hand-trimmed,making a clean cut of the roots. All roots 1/2"and greater in diameter that are cut and trimmed shall be treated with an approved tree wound dressing. Trenches having exposed tree roots shall be backfilled within 24 hours unless adequately protected by moist burlap or canvas. E. Topsoil shall be kept separate from subsoil and shall be replaced as the top layer when backfill is made. Permit Set 32 80 00-6 September 28,2023 Irrigation City of Arlington Smokey Point Community Park SECTION 32 80 00 Bid No: IRRIGATION PAGE 7 OF 9 3.4 PIPING A. Drain Valves: Installed at Point of Connection only. Each drain to have 1/2 cubic yard drain rock sump. Install valves as per detail. Locate sumps outside of paved areas,use off-sets if necessary. System will be winterized by compressed-air blowout throughout quick coupler. B. Pipe Placement: Plastic pipe shall be installed in a manner so as to provide for expansion and contraction as recommended by the manufacturer. Provide trace wire attached to pipe 10'-0" o.c./mainlines only. Allow 4"clearance between pipes in a common trench. Do not stack pipes vertically in a common trench. 3.5 JOINTING A. General:All threaded joints(PVC or galv.)shall be sealed with Teflon tape or Rectorseal"Heavy Duty" #100 virgin Teflon thread sealing paste only(no substitutes). B. Care shall be taken to not over-tighten fittings. C. Keep interior of pipes clean and free from dirt,debris,excess solvent,pipe cuttings or burrs,and ream to full diameter. When pipe laying is not in progress,close ends of pipe. D. PVC Pipe:Use two-step solvent weld processes only,apply as per manufacturer's recommendations. E. No water shall be permitted in pipe until a period of at least 10 hours has elapsed for solvent weld-setting and curbing. F. The joints shall be allowed to cure at least 24 hours before pressure is applied to the system. G. Only factory-threaded schedule 80 PVC pipe may be connected to a threaded fitting without an adapter. H. No male PVC adapters permitted. Use only female PVC adapters with galvanized steel pipe nipples(3" min. length). Street ells permitted only for triple swing joints,and only"Marlex" Schedule 40 high-density polyethylene(no substitutes). 3.6 CONCRETE THRUST BLOCKS A. Provide where the mainline changes direction as at ells and tees and where the irrigation main terminates. Do not make mainline pressure tests for a period of 36 hours following placement of concrete for thrust blocks. Size and place blocks to take thrust created by 200%of maximum water pressure. 3.7 INSTALLATION A. General: See details for general installation requirements. Provide sufficient clearance for materials requiring maintenance. Install all materials as per manufacturer's recommendations. B. Sprinkler Head/Quick Coupler:Risers for all sprinkler heads and quick-coupler valves shall be standard triple-swing joining type as detailed;made with Schedule 80 PVC threaded fittings. 1. Minimum riser size shall be the pipe size of the sprinkler head or quick coupler. 2. All sprinkler heads and quick coupling valves shall be set perpendicular and flush to finished grades. Heads in lawn areas must be depressed'h"to avoid mower damage. 3. Spray pattern shall not overthrow onto structures,glass,parking lots,walkways,or public right-of- ways. Permit Set 32 80 00-7 September 28,2023 Irrigation City of Arlington Smokey Point Community Park SECTION 32 80 00 Bid No: IRRIGATION PAGE 8 OF 9 4. Locate heads to avoid possible damage by cars. 5. Heads must be located 6"away from edge of paving,curbs and buildings. 6. After Fine grading/mulching adjust all head heights as necessary. C. Valves: Enclose all valves in valve boxes except manual or drain valves which are to be enclosed in protective sleeves with locking caps. Valve box extension may be required. Install as per detail and locate precisely by dimensions to two fixed objects on as-built drawings. 1. Valve bonnet packings and bolts shall be checked and tightened before backfill. D. Control Wiring Installation:Wiring between automatic controller and automatic control valves shall conform to national Electrical Code,latest edition,and shall have a common neutral,white;and separate control conductor for each valve. 1. Do not install controller wires to zone valves under mainline,run adjacent. 2. Splices will be permitted only at junction boxes,valve boxes,or at control equipment. A minimum of 2 ft.or excess conductor shall be left at all splices,terminal,and control valves to facilitate inspection and future splicing. Encapsulate all splices with approved sealants. 3. Run a bare copper trace wire from the controller along all mainlines to the furthest zones. 4. Securely tape wire to top of main at 5'maximum intervals. 5. Provide 4 spare wires looped through entire system—labeled at each J-box and valve box. E. Clean-Up: Keep the premises free from rubbish and debris at all times and arrange material so as not to interfere with other operations on the job site. Remove all unused material,rubbish,and debris from the site. 3.8 INSPECTIONS AND TESTING A. General: 1. To be valid,the pressure tests must be performance under the direction of the Landscape Architect. The Contractor must give 48-hour notice to the Landscape Architect when inspection is required. The location,inspection and testing provisions for these specifications will be strictly adhered to. 2. If,for any reason,any part of the sprinkler system is backfilled before location,testing,or inspection,it must be completely uncovered and exposed until approved for backfilling by Landscape Architect. 3. The Landscape Architect reserves the right to direct the removal and replacement of any items which,in his opinion,do not present an orderly,reasonably neat,or workmanlike appearance,provided such items can be properly installed in such orderly way by the usual methods in such work. Such removal and replacement shall be done,when directed in writing,at the Contractor's expense without additional cost to the District. B. Preliminary Inspection/Pressure Testing: 1. Prior to request for preliminary inspection of arrival of Landscape Architect,accomplish the following: Permit Set 32 80 00-8 September 28,2023 Irrigation City of Arlington Smokey Point Community Park SECTION 32 80 00 Bid No: IRRIGATION PAGE 9 OF 9 a. All pipe and valves(including drain valves and quick couplers)and all other equipment except sprinkler heads in place. b. Cap all risers except first riser from valve on each lateral(one uncapped riser per lateral),typical. c. Purge all air from main lines. C. Test of Mains and Valves: With all valves in place and closed,test at 150 psi minimum for 30 minutes without introduction of additional service or pumping pressure. Testing shall be done with one pressure gauge installed on the line where directed by Landscape Architect. Lines which show loss of pressure exceeding 5 psi at the end of specified test periods shall be rejected. The Contractor shall correct installations rejects,and retesting will be performed as specified herein. D. Test of Laterals: Purge all air from laterals and cap all risers. Open valves and bring system to line pressure. Install a pressure gauge and test at design operating pressure for 30 minutes.Maximum 5 psi loss. E. Rejected Systems: Rejected systems or portions of systems require repair and retesting in the manner specified. F. Final Inspection/Operations and Coverage Check: Prior to request for final inspection or arrival of Landscape Architect,accomplish the following: 1. Complete all work,including balancing,adjusting the system(pressure reducing valves,flow adjustment keys,nozzles,etc.)to provide optimum coverage without fogging. 2. Coverage Check: Operate each zone of the system for the Landscape Architect's inspection.Head to head sprinkler coverage must be observable.No observable fogging shall be present.No sprinkler head blockage from plant foliage or other obstructions shall be present. 3. System shall pass a precipitation rate test and calculated Lower Quarter Distribution uniformity of at least 65%. 3.9 SYSTEMS OPERATION ORIENTATION A. At time of and as part of the final inspection,conduct a training and orientation session for the District covering the operation,adjustment and maintenance of the irrigation system. The"as-built"plans and operations manual shall be reviewed and all features explained. The Contractor shall notify the Landscape Architect in writing two weeks prior to the training and orientation session. The date and time of the session shall be subject to approval of the Landscape Architect. B. Schedule an all-day follow up meeting with District Grounds at end of maintenance period,to answer questions and troubleshoot system. END OF IRRIGATION SECTION Permit Set 32 80 00-9 September 28,2023 Irrigation City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 90 00 Bid No: PLANTING PAGE 1 OF 14 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract,including General and Supplementary Conditions and Division 01 Specification Sections,apply to work of this Section. Note:Prior to bidding the work of this Section,Contractors shall visit the site to generally familiarize themselves with existing conditions,soils,slope,access,and other readily apparent site conditions. 1.2 DESCRIPTION OF WORK A. Work includes all materials,equipment and labor necessary for: decompaction,placing topsoil,finish grading,rock and gravel placement,planting of trees,shrubs and ground covers; seeding,protection, maintenance,guarantee and replacement;extended maintenance and related items necessary to complete the work indicated on the drawings and/or specified. 1.3 QUALITY ASSURANCE A. Plant Material:All plant material,Washington Grade No. 1 as per State of Washington Department of agriculture Order Numbers 1229, 1230 and 1322.Quality,size and condition as determined by standards set forth in the aforementioned Standards and the American Association of Nurserymen Standard ANSI 260.1-1973.Plant names shall conform to latest edition of"Standardized Plant Names"as adopted by American Joint Committee of Horticulture Nomenclature. 1. Fertilizer: Conform to Washington State Department of Agriculture Laws and Federal Specification 0- F-241D pertaining to commercial fertilizers. 2. Soil: Conform to USDA soil textural class. 3. Seed: Conform to Washington State Department of Agriculture Rules for Seed Certification. 4. Compost: Compost to be certified in accordance with U.S.Compost Council Seal of Testing Assurance (STA)program. 1.4 SUBMITTALS A. All Plant Materials: All plant material shall be ordered immediately following the award of contract. Contractor responsible for assuring that plants of specified sizes and quantities will,in fact,be as specified at the time of planting. Provide the District with copies of purchase orders for all plants delivered to the site. 1. Within 30 days after award of contract,submit documentation that all plant material and seed has been ordered. B. Import Topsoil: Submit one half gallon sample for approval. C. Wood Chip Mulch: Submit one half gallon sample of mulch for approval. D. Soil test lab reports based on requirements listed below. Permit Set 32 90 00-1 September 28,2023 Planting City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 90 00 Bid No: PLANTING PAGE 2 OF 14 1.5 SOIL TEST REQUIREMENTS A. Soil testing to be performed on all topsoil mixes and their components not more than 90 days prior to installation.Provide a second test and soil sample at delivery of material to the site. B. Topsoil Analysis:Furnish complete soil analysis on the final mix of full topsoil components and provide a written report by a qualified soil-testing laboratory stating the following: 1. pH. 2. C:N Ratio. 3. Percentage of organic matter by weight LOI(loss on ignition),ASTM D 2974 Method D. 4. Gradation of sand,silt and clay content per USDA soil texture classification. 5. Cation exchange capacity. 6. Maximum exchangeable sodium. 7. Maximum electrical conductivity. 8. Sodium absorption ratio. 9. Deleterious material. 10.Mineral and plan-nutrient content of the soil. 11.Sieve analysis for#200 sieve size. C. Soil Nutrient Analysis: 1. Soil Nutrient Analysis to include levels of the following nutrients:Nitrogen,Phosphorus,Potassium, Calcium,Magnesium, Sulfur,Boron,Chlorine,Cobalt,Copper,Iron,Manganese,Molybdenum,and Zinc. 2. Based upon test results,provide recommendations for soil treatments and soil amendments. State recommendations in weight per 100 square feet,or volume per cubic yard for nitrogen,phosphorus,and potash nutrients,and soil amendments to be added to produce satisfactory soil suitable for healthy, viable plants. 3. Report presence of problem salts,minerals,or heavy metals,including aluminum,arsenic,barium, cadmium,chromium,cobalt,lead,lithium,and vanadium.If such problem materials are present, provide additional recommendations for corrective actions. 4. Analysis of heavy metals and other toxics per WAC 173-340. 5. State suitability of tested soil for plant growth. D. Infiltration test/Hydraulic Conductivity:Provide test results per ASTM D2434 at 85%compaction per ASTM D 1557. E. Compost Analysis:tests to be performed not more than 3 months prior to installation.Provide test results for the following: Permit Set 32 90 00-2 September 28,2023 Planting City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 90 00 Bid No: PLANTING PAGE 3 OF 14 1. Organic content by percent of dry weight LOI(loss on ignition),ASTM D 2974 Method D. 2. Moisture content. 3. C:N Ratio. 4. pH. 5. Soluble Salt Concentration. 6. Ammonium nitrogen. 7. Nitrate Nitrogen. 8. Particle size Sieve analysis per USDA soil texture classification. 9. Stability—Carbon Dioxide Evolution Rate. 10.Maturity. 11. Seed Emergence and Seedling Vigor. 12.Bulk density. 13.Nutrient content of N-P-K. 14.Provide verification of manufactured compost satisfying definition of"composted materials"per WAC 173-350 section 220 and is not derived from Type 4 feedstocks. 15.Provide verification of manufactured compost meeting the US Composting Council's"Seal of Testing Assurance"(STA)program. 16.Analysis of heavy metals and other toxics per WAC 173-340 MTCA. 17.Provide documentation that all stockpiled compost remains covered during processing. 18.Provide documentation that compost has been aged minimum of 6 months. F. Soil-Testing Laboratory Qualifications:An independent or university laboratory,with the experience and capability to conduct the testing indicated.The testing laboratory shall be an approved laboratory through the North American Proficiency Testing Performance Assessment Program(NAPT-PAP)and shall be affiliated with one of the following: 1. National Society of Consulting Soil Scientists(NSCSS). 2. Soil Science Society of America(SSSA). 1.6 PROTECTION OF EXISTING CONDITIONS A. Protect work,adjacent property,public,and be responsible for any damage or injury arising from this contract due to actions or neglect. Permit Set 32 90 00-3 September 28,2023 Planting City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 90 00 Bid No: PLANTING PAGE 4 OF 14 1.7 SCHEDULING A. Upon commencing work,the General Contractor shall examine the site and protect all trees,shrubs and other areas designated to remain in a manner substantial enough to resist the forces of construction equipment that will be on site. B. Confine work to areas designated.Do not disturb existing vegetation outside of project limit lines.Protect all trees within project limits not designated to be removed.Repair or replace vegetation damaged as a result of Contractor's operation to satisfaction of District at Contractor's expense. 1. Contractor shall install temporary fencing at dripline of trees to remain prior to grading. C. Contractor shall be cognizant of all utility lines and underground obstructions. He shall familiarize himself with all utility,irrigation,mechanical,and electrical plans so that his digging/drilling operations do not damage lines. Repair or replacement by original installer shall be made at Contractor's expense for all existing buildings,equipment,underground utilities,irrigation equipment,paving,surfacing, stairs,and/or forms damaged as a result of Contractor's operations in a manner satisfactory to the District before final payment is made. D. Protect plants,roots,balls and tips at all times from injury in handling,from sun or drying winds from beginning of digging operations,during transportation and on site until final planting. E. Provide all necessary safeguards,as approved and/or required by the Landscape Architect,for the protection of all planted areas until provisional inspection/acceptance is accomplished,or for such time as it requires to assure vigorous establishment of the plant material. 1.8 FIELD QUALITY CONTROL AND REVIEW A. Notification: The Contractor shall give 48 hours'notice to the Landscape Architect when an inspection is desired. B. Inspections: 1. Rough Grades:Landscape Architect will review subgrades prior to placement of topsoil. 2. Rototilling: Landscape Architect will review Contractor's tilling and soil incorporation methods prior to establishment of finish grades. 3. Finish Grades: Landscape Architect will review finish grade prior to any planting or seeding. 4. Plant Material:Landscape Architect will review and approve all plant material at the site prior to installation. Remove unsatisfactory material from site immediately. 5. Plant Locations: Landscape Architect will review,adjust and approve plant locations prior to installation. 1.9 SUBSTANTIAL COMPLETION A. All plant material to be installed prior to project date of substantial completion. B. All lawns to be seeded prior to project date of substantial completion. Permit Set 32 90 00-4 September 28,2023 Planting City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 90 00 Bid No: PLANTING PAGE 5 OF 14 1.10 PROVISIONAL REVIEW(Punch List) A. Upon completion of all planting, seeding,and all other work(if any)required under the contract,the Contractor shall request a provisional inspection.No partial approvals will be given. 1.11 FINAL REVIEW A. The Contractor shall request a final inspection upon satisfactory completion of all work required under this contract,including all punch list items. Included in this requirement is that all lawn areas are fully established,being full and vigorous with no bare spots whatsoever. A minimum of two mowings shall have taken place prior to request of review. Final review and acceptance of the work shall establish the beginning of the guarantee period. 1.12 GUARANTEE REPLACEMENT A. Plant Material: Guarantee in a healthy,thriving condition all trees,shrubs and groundcovers for one year from date of final acceptance. Plant containers and root balls shall be free of all weeds. Any plants requiring replacement or missing must be installed prior to final acceptance and start of guarantee period. During the guarantee period,all dead,diseased,dying,broken or disappeared plant materials from any cause except those noted below shall be replaced immediately by the Contractor at no additional expense to the District. Use specified plants and plant as specified;guarantee until active,healthy growth is evident. The Landscape Architect shall determine if a tree or shrub is dead based on the following; A tree shall be considered dying or dead when the main leader has died back,or a minimum of 25 percent of the crown has died or been damaged.A shrub or groundcover shall be considered dying or dead when a minimum of 25 percent of the plant has died or been damaged. B. Seeded Areas: Guarantee a uniform stand of grass with no bare spots whatsoever in seeded areas at time of provisional review(Punch List). Reseed with the seed and in the manner originally specified any area which fails to vigorously establish a uniform stand for any reason whatsoever. Fill to finish grade with approved topsoil and seed as specified all seeded areas with evidence of settlement or erosion. Repeat all such reseeding until final acceptance at Contractor's expense. C. Contractor's Responsibility: During guarantee period,Contractor shall not be responsible for replacing plants destroyed or damaged by vandalism or accidents caused by vehicles other than the Contractor's,or Acts of God,or severe cold as substantiated by 25-year low temperature records(exceeding 25 year low), provided that Contractor has exercised due care to protect work. Should replacement fall due during non- planting season,contractor may request District's permission to defer planting until proper season.If permission is granted,immediately remove and dispose of dead plants,including all roots.Holes shall be backfilled properly with planting mix and finished graded until proper planting season occur.Plants used for replacement shall be of same kind and size originally planted and shall be planted as originally specified. D. Watering: In non-irrigated areas,provide temporary irrigation and water as required to germinate seed, create a healthy and vigorous stand of grass,and establish all new plantings. Water all areas up until final acceptance and through the extended maintenance period. Contractor's temporary irrigation measures must be sufficient to water all areas once daily. Permit Set 32 90 00-5 September 28,2023 Planting City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 90 00 Bid No: PLANTING PAGE 6 OF 14 PART 2 PRODUCTS 2.1 SOIL A. Import Topsoil: 1. Import topsoil consisting of a well blended 3 way topsoil mix with approximately 40%sandy loam topsoil,40%washed sand,and 20%compost that is free of weeds,sticks,clay lumps,or any material over 2"diameter. Maximum 20%passing the#200 sieve. Submit sample and test data for approval and amend per the soil test requirements. B. Compost shall meet the following physical and chemical criteria: 1. The material shall be visually free of manufactured inerts such as glass,metal and plastic and shall be less than 1.0-percent by weight as determined by U.S.Composting Council TMECC 03.08-A "Classification of Inerts by Sieve Size,"and visually free of identifiable grass or leaf fragments. 2. The material shall be visually free of manufactured inerts such as glass,metal and plastic. 3. No fresh sawdust or other fresh wood by-products shall be added to extend the volume after the composting process. 4. Compost shall be prepared by the controlled decomposition of organic materials.Acceptable feedstocks include,but are not limited to,yard debris,wood waste,land-clearing debris,brush,branches,manure, food residuals,and forest by-products. Type 4 feedstocks are not acceptable. 5. The product shall have a uniform,dark,soil-like appearance and an earthy loam-like odor.No ammonia or putrid smells shall be present. 6. Compost for the approved rates listed above must meet the definition for"composted materials"in WAC Chapter 173-350 Section 220 or manufactured topsoil. 7. Compost must meet the standards of the US Composting Council's"Seal of Testing Assurance"(STA) program. 8. No Class B biosolids shall be included. 9. Compost shall comply with all applicable public health standards and be obtained from a compost facility that holds a solid-waste handling permit from the health department with jurisdiction. 10.Compost must include a minimum of 65-percent by volume"Type 1 Feedstocks"in WAC 173-350. The manufacturer shall provide a list of feedstock sources by percentage in the final compost product. a. Yard waste shall be from a permitted composting facility such as Cedar Grove or approved equal. b. Material derived from aerobic decomposition of recycled plant waste fully composted for a minimum of 6 months between 131 F and 165 F;materials shall have a moisture content such that no visible free water or dust is produced when added after the composting process has begun. Product Parameters Specification Range Sieve Analysis 100%passing through a 3"sieve, 70-100%passing through a 1/4"sieve, 40-60%passing through a'/4"sieve 6"Max.Particle size Permit Set 32 90 00-6 September 28,2023 Planting City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 90 00 Bid No: PLANTING PAGE 7 OF 14 Organic Matter 40-60%of dry weight(LOI) pH 5.5-7.5pH Units Tested in accordance with U.S. Composting Council TMECC 04.11-A, "1:5 Slurry pH." C:N Ratio 12:1-35:1 Carbon to nitrogen ratio Tested in accordance with U.S. Composting Council TMECC 04.01,"Total Carbon" and 04.02-D "Total Kjeldahl Nitrogen" Soluble Salt Concentration <4 dS/m(mmhos/cm) Tested in accordance with U.S. Composting TMECC 04.10 "Electrical Conductivity." Moisture Content 40-60%wet weight basis Ammonium Nitrogen <500 ppm Nitrate Nitrogen Report amount ppm Stability <8 Mg CO2-C per g OM per day Tested in accordance with U.S. Composting Council TMECC 05.08-13"Carbon Dioxide Evolution Rate." Maturity Minimum 80%rclativc to positivc control Tested in accordance with U.S. composting Council TMECC 05.05-A,"Germination and Root Elongation." (Seedling Vigor and Emergence) Select Pathogen Salmonella <3 MPN per 4 grams of total solids Per WAC 173-350-220 Table B C. Import Topsoil Sand: Clean,washed,natural or manufactured sand,free of toxic materials. 1. Coarse sand is comprised of the following: Item Size in mm Percentage Fine Gravel 2.0-3.4 nun 0-10% Very Coarse Sand 1.0-2.0 nun Coarse Sand 0.5-1.0 mm 50-60% Medium Sand 0.25-0.50 mm Fine Sand 0.15-0.25 mm 10-20% Very Fine Sand 0.05-0.15 mm 0-5% Silt 0.002-0.05 mm 0-5% Clay Less than 0.002 mm 0-3% Total Fines Very fine sand+silt+clay 0-10% Permit Set 32 90 00-7 September 28,2023 Planting City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 90 00 Bid No: PLANTING PAGE 8 OF 14 2.2 PLANTS A. Quantities,species and varieties,size and condition as shown on planting plan and schedule. Plants to be Washington Grade No. 1,fresh,well foliaged,in prime condition when in leaf,exhibiting normal habit of growth,having all buds intact and free of disease,injury,insects,insect eggs,larva,indication of strawberry root weevil,all seeds and weed roots. B. All plants shall be from stock which has been acclimated to conditions prevailing at the project and which has been consistently cultivated and grown in these conditions.No cold storage plants;all grafted trees to be grafted at ground level. C. Ball and burlapped(B&B)stock to have a natural ball sufficient to ensure survival and healthy growth; bare root(BR)materials to have sufficient root system to ensure survival and healthy growth. Containerized stock must be free of large circling roots. D. Substitutions are strongly discouraged. No substitutions shall be made without the written approval of the Landscape Architect. Requests for substitutions must be made at the time that documentation of ordered plant material is provided. The substitution request must be accompanied by written proof from at least five major plant suppliers that the plant is not available. E. Plants must be installed no more than 30 days after delivery to site.Provide adequate water by temporary means to keep plants in top condition. Store plants in protected location away from hot sun and/or strong, drying wind. 2.3 SEED MIXES A. Lawn Seed Mix: Minimum three Cultivars(1/3 of each)as approved. Seed at minimum rate of 8 lbs./1000 s.f.or greater if recommended by Supplier. Proportions Percent Percent by Weight Purity Germination Perennial Rye(3-Way Blend) 70% 98% 90% Fine Fescue 20% 98% 90% Kentucky Bluegrass 10% 98% 90% B. Hydromulch: Silva-fiber or approved at minimum rate of 2000 lbs/acre. C. Tackifier: Use on all sloped areas steeper than 5:1 at manufacturers suggested rate. 2.4 FERTILIZERS AND SOIL AMENDMENTS A. General:Approved brands conforming to applicable State fertilizer laws.Uniform in composition,dry,free flowing,delivered to the site in original unopened containers,each bearing the manufacturer's guaranteed analysis. All fertilizers must be EPA approved.Fertilizer needs to be based on results of soil test B. Trees, Shrubs and Ground Cover: 1. Formula 4.2.2 "Transplanter"as manufactured by Pacific Agro Co.,with Hercules Nitroform and W.R. Grace's"Magamp" and trace elements.Apply at rate of: Trees: 8 oz. Shrubs: 4 oz. Ground Cover: 2 oz. C. Agriform Tablets: Planting tablets,21-gram size,as manufactured by Agriform International Chemicals, Inc.,20-10-5 analysis. Apply at the rate of. Permit Set 32 90 00-8 September 28,2023 Planting City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 90 00 Bid No: PLANTING PAGE 9 OF 14 Trees: 4 tablets Shrubs: 2 tablets Ground Cover: 1 tablet D. Seeded Lawn Areas: 1. Installation Fertilizer(Fertilizer`A'): Total available Nitrogen: 16%by weight(of which 50%is derived from controlled release sources including Nutralene.) Total available Phosphorous: 16%by weight. Total available Potassium: 16%by weight. E. Maintenance Fertilizer: 1. Initial Fertilizer(Fertilizer`B'): Total available Nitrogen: 21%by weight(of which 50%is derived from controlled release sources.) Total available Phosphorous: 12%by weight. Total available Potassium: 12%by weight. 2. Follow-up Fertilizer(Fertilizer`C'): Nitrogen: 19%by weight. Phosphorous: 4%by weight. Potassium: 16%by weight. F. Dolomitic Limestone at minimum rate of 50 lbs.per 1,000 square foot. Gypsum to counteract salinity as recommended in report. G. Other amendments as recommended in report;adjust the basic quantities of the following micronutrients as recommended in the report: iron,manganese,molybdenum,copper,zinc and boron. H. See also Fertilizer Requirements under Maintenance. 2.5 STAKES AND GUYS A. Material as per detail on plans. 2.6 WOOD CHIP MULCH A. "Arborist Chips",chipped woody material approximately 1 to 3 inches in maximum dimension(not sawdust or coarse hog fuel). Mulch shall not contain appreciable quantities of weeds,garbage,plastic, metal,soil and dimensional lumber or construction/demolition debris. 2.7 SELECTIVE HERBICIDE A. Treat all planting beds with a selective pre-emergent herbicide and remove all foreign weeds prior to acceptance. PART 3 EXECUTION 3.1 PREPARATION A. Subgrade shall be reviewed and approved by District or authorized representative prior to topsoil placement and finish grading. Permit Set 32 90 00-9 September 28,2023 Planting City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 90 00 Bid No: PLANTING PAGE 10 OF 14 3.2 DECOMPACTION/OVEREXCAVATION A. Wherever landscape is proposed over compacted areas that were previously paved,buildings,construction traffic areas,contractor staging areas or areas otherwise detrimental to plant establishment,the contractor shall completely remove all remnants of paving,crushed rock,quarry spalls,contaminants or other non- native material as directed by the Architect. Loosen the soil in these areas to a minimum depth of 12" below subgrade using mechanical means. 3.3 SUBGRADE A. Subgrades shall be below finish grade as indicated below in order to accept required depth of soil and mulch.Prior to placing topsoil,remove all rocks and sticks over 2"diameter.Take care not to damage existing tree and shrub roots. 1. The following amounts of topsoil and mulch shall be applied: Lawn and rough seed lawn areas-8"import topsoil. Planting beds—8"import topsoil,3"arborist chip mulch B. Fine grade all planting areas as necessary to complete all planting operations.Establish finish grades in accordance with elevations shown in the drawings,ensuring that no pockets or surface irregularities create obstructions to positive drainage.Ensure positive drainage away from building. Obtain approval of finish grades prior to all seeding or planting. 3.4 TOPSOIL PLACEMENT(GENERAL) A. Place 4"of specified import topsoil uniformly over entire planting and seeded areas,and thoroughly roto- till or rip to a depth of 8"to incorporate subsoil with topsoil,paying special attention to thoroughly mix and loosen soil in areas compacted by construction. Contractor to request review by Landscape Architect of tilling and soil incorporation methods prior to placement of second lift of topsoil. B. Place remaining 4"import topsoil over entire rototilled area after review by Landscape Architect. C. Rake,float,drag,roll and perform all necessary operations to remove surface irregularities and to provide a firm, smooth surface with positive surface drainage.Remove all rocks,sticks and other debris 2" and larger in planting areas and in lawn areas. Box drag and hand rake all seeded areas. D. Finish grade after installation of topsoil and mulch shall be 1/2"below adjacent paved surfaces unless otherwise specified or detailed. 3.5 WOOD CHIP MULCH A. Place 3"depth of wood chip mulch in all new planting beds and around existing trees throughout areas shown on plan to remain. Avoid burying trunks of trees and understory plants to remain. Feather mulch into surrounding new landscape areas. 3.6 PERFORMANCE A. Planting and Plant Relocation Time: Plant trees,shrubs,groundcover and lawn during periods which are normal for such work,as determined by season,weather conditions,and accepted practice. At the option and on the full responsibility of the subcontractor,planting operations may be conducted under unseasonable conditions without additional compensation. Permit Set 32 90 00-10 September 28,2023 Planting City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 90 00 Bid No: PLANTING PAGE 11 OF 14 B. Plant Locations: After placement of topsoil,stake tree locations and position shrubs above ground as per drawings for approval of Landscape Architect. Make field adjustments to avoid obstructions to planting. Landscape Architect reserves the right to field adjust plant locations prior to planting. C. Planting Trees: Excavate tree pits 6"deeper and twice the diameter of the root ball. Excavated soil shall be removed from the site. Thoroughly scarify bottom of pits by shovel cutting to a depth of 12". Sides of pits shall also be shovel cut to help root penetration.Establish a firm mound to position the top of the root ball flush with finish grade of mulch layer. D. Place tree in upright position in center of pit,release root covering or spread roots. If wire cages are present,remove completely and dispose from site. Roots of trees shall be so placed as to have a natural spread and distribution and planting mix shall be carefully,thoroughly packed and puddled around them. Take care not to injure root system while backfilling and compacting. After water settles,fill again with planting mix and water compact to a grade of not more than 1/2"higher than the original ball. In seeded areas,finish grade smooth with surrounding area. Provide Y diameter,3"depth mulched circle around all trees in seeded areas. 1. Fertilize trees at the soils test recommended rate applied uniformly around circumference of root spread under a cover of 2"of planting mix. Apply Agriform tablets and soil polymers per manufacturer's recommendations. Stake and guy trees immediately after planting as detailed. All supports and trees shall stand vertical. E. Planting Shrubs and Ground Covers: After topsoil placement and approval of finish grade,excavate planting pockets at locations shown on drawings and as directed to a diameter of twice the root spread and to a depth that will ensure a 3-inch cushion of compacted planting mix below the root ball. Dispose of excavated soil on site as directed. 1. Set plants upright in center of hole flush with finish grade,release root covering or spread roots. The roots of the plant shall be placed as to have a natural spread and distribution. Backfill with planting mix and provide slight depression as watering saucer. Care shall be taken not to injure the root system while backfilling and compacting the planting mix. 2. Fertilize at the specified rate applied uniformly around the circumference of the roof spread under a cover of 2"of planting mix. Apply Agriform tablets and soil polymers per manufacturer's recommendations. Plant ground cover plants at spacing indicated in straight,evenly spaced rows. F. Seed Bed Preparations: Apply Installation Fertilizer`A' and dolomite limestone at the soils test recommended rate. Add other fertilizers as recommended in soils report. Rake to incorporate. Finish surfaces by raking smooth and even;lightly compact with roller. Level out surface undulations and irregularities to tolerances specified in Section 3122 00 and compact again as necessary. G. Lawn Seeding: After approval of finish grade,seed at the rate specified. Seed all areas using hydro-seeder and hydro-mulch at rate specified under Hydro-mulch Section. H. Drill Seeding: After approval of finish grade, seed at the rate specified. Brillion drill seed event lawn area. Drill seed each area in two passes perpendicular to each other. I. Timing: Seed only from March 15 to October 15,or as approved by District's representative. All seeding must be complete prior to project substantial completion date. J Protection: Protect against harm from wind,storm water and trespassing. Treat and reseed damaged portions as required. Reseed as many times as necessary to achieve Guaranteed Replacement. Post signage indicating new seeding as necessary to prevent trespassing. Provide temporary orange construction fencing around seeded areas,until grass has become fully established as determined by the Landscape Architect. Permit Set 32 90 00-1 1 September 28,2023 Planting City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 90 00 Bid No: PLANTING PAGE 12 OF 14 K. Initial Maintenance Fertilization(Fertilization `B'): Apply fertilizer at the rate of 2-1/2 lbs.per 1,000 square feet after the first mowing. Apply once each week through the third mowing,minimum three applications. L. Follow-up Maintenance Fertilization(Fertilizer`C'): Apply fertilizer at the rate of 8 lbs.per 1,000 square feet on week after the last application of Fertilizer`B'. M.Reseeding: In areas which were seeded after October 15th,reseed and re-fertilize all areas where coverage is weak or sparse,as directed in the spring of the following year,and repair any settlement and/or erosion channels. N. Ongoing Maintenance: Contractor shall continue to maintain turf areas until 60 days from substantial completion. See additional requirements under 3.10 Maintenance. O. Mulching: Immediately after completion of all planting,mulch all new planted areas to a minimum compacted depth of 3". Refer to site details for proper relationship of finished grade to adjacent paved areas, 1/2"below curbs/walks unless indicated otherwise. P. Pruning,Repair and Weeding: Upon completion of the work under this contract,all existing and new trees and shrubs shall be pruned as directed by Landscape Architect to control size,remove dead or damaged branching or to correct overall form. 1. Pruning shall be done in such a manner as not to change the natural habit or shape of the plant. All cuts shall be made flush,leaving no stubs. On all cuts over 3/4"in diameter and bruises or scars on the bark, the injured cambium shall be traced back to living tissue and removed. Wounds shall be smoothed and shaped so as not to retain water,and the treated area shall be coated with approved tree wound compound. 3.10 MAINTENANCE A. It shall be the Contractor's responsibility to continuously and vigorously maintain all the landscaped areas of this contract from time of installation until 90 days after substantial completion of last phase of the entire project. 90 day period shall not commence until all lawns are fully established and all shrubs and trees have been installed.Prior to 90 day period,Contractor shall continue to maintain completed phases of work by continually weeding and watering on a weekly basis. Apply fertilizer at start of spring,summer and fall seasons throughout project duration. Apply additional mulch by topping off where necessary to ensure all areas have 3"bark mulch at end of maintenance period. Sweep pavement clean and remove dead plants as directed by the Landscape Architect,who shall record plants removed. All plants shall be watered by thorough sprinkling as needed to keep the ground moist,the plants healthy,and to prevent wilting, including watering in areas not fully covered by an automatic irrigation system. Care shall be exercised to prevent soil erosion. B. Provide temporary irrigation as needed to all areas not covered by permanent irrigation system. Temporary irrigation provisions shall be sufficient to water all areas at least once daily. Watering methods shall be designed to minimize overspray on to paved surfaces or established landscape areas. Design of temporary irrigation shall be subject to approval by Landscape Architect. C. Seeded Areas: Maintain by watering,weekly mowing(remove all clippings)continuous weeding, reseeding,fertilizing,herbicide treatment,rolling and top dressing,and other necessary operations to establish and maintain an even,dark green,deep rooted,thick and vigorous stand of grass. Temporarily water any areas that are not irrigated,until establishment. 1. Replace any seeded areas which fail to show vigorous growth. Fill and seed all areas which settle, as specified. At the end of the maintenance period and prior to acceptance,the seeded areas shall be a Permit Set 32 90 00-12 September 28,2023 Planting City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 90 00 Bid No: PLANTING PAGE 13 OF 14 flourishing,dense,vigorous,uniform,deeply rooted thick stand of specified grass with no bare spots and no weeds whatsoever. 2. There shall be no foot or vehicle traffic on the seeded area whatsoever. Install a temporary 6' height chain link fence around all lawn areas until fully established. Maintain barriers around seeded areas until established,then remove from site. Ensure safety to public throughout duration of use. 3. Trees: Maintain in a vigorous,thriving condition by watering,pruning,cultivating,fertilizing, spraying,and other necessary operations. Spraying shall be done only as required and as approved by the Landscape Architect. Plants will not be accepted until active growth is evident. All tree supports, guys,tree wrap,etc., shall be kept intact and adjusted as required and effect in maintaining firm support throughout the guarantee period. 4. Clean-up: A general clean-up shall be made immediately after and as part of all work done in the area. The clean-up shall include the entire area under this contract. Adjacent areas shall be cleaned to the extent that the work done under the contract may scatter litter. Such clean-up shall include pick-up and removal from the contract area of all clippings,trimmings,leaves,and all other litter and debris originating from any source whatsoever. Remove flag labels from all plant material. 3.11 EXTENDED MAINTENANCE A. Under this base bid contract,provide extended maintenance for 90 days from the point of Substantial Completion for all areas within this project's scope of work.Utilize all operations contained in this specification including daily watering,weekly mowing and continuous weeding.Prior to substantial completion,provide a detailed maintenance schedule for District review and approval,see Section 3.11C for typical maintenance tasks.At no time are the lawns to be yellow,lacking in vigor,or not thriving.At no time are trees and shrubs to be lacking in vigor and not thriving.Provide a high level of maintenance as required to keep lawns,trees and shrub beds in top condition during the duration of the maintenance period. For any portions of the landscape that are not in top condition at the point of acceptance,provide additional maintenance at no additional cost until such time as they are free of weeds or bare spots and in top quality condition.Provide a maintenance log during the duration of the extended maintenance that details exact operations performed,including dates,name of person responsible,and amount of time spent on site. Provide copies to the School District monthly,with progress payments. The east playfield shall be maintained by the School District and is not included in the Contractor's area of required maintenance work. B. Schedule all maintenance work with District to avoid conflicts with other site and school related activities. C. Typical Maintenance Tasks: 1. These maintenance guidelines represent the typical minimum maintenance tasks. It is the Contractor's responsibility to maintain all new landscape and irrigation to the extent needed to keep all areas thriving and in top condition. Additional maintenance activities may be required beyond those listed below. The Contractor is to submit monthly logs of all activities for the District's review. 2. Irrigation: a. Tree/shrubs: 1/2"— 1 1/4"of water per week. b. Lawn: 1-1 1/2"of water per week. c. Check soil moisture across site monthly. 3. Fertilization: Permit Set 32 90 00-13 September 28,2023 Planting City of Arlington DIVISION 32 Smokey Point Community Park SECTION 32 90 00 Bid No: PLANTING PAGE 14 OF 14 a. Trees and shrubs: Twice per year(usually late fall and early spring). b. Lawns: Three times per year(late May/early June,late August,and mid-October). 4. Weed Control: a. Shrub beds: Weed by hand once every 2 weeks,or more often until groundcover fills in. b. Lawns: As needed,coordinate any herbicide applications with District prior to application. 5. Pest Control: Scout the site monthly for evidence of pests or disease. Any treatments should be considered an alternate(only needed as necessary). 6. Pruning Trees/Shrubs: Minimal pruning required. Only prune trees and shrubs as required for safety reasons,to cut out dead or damaged material,or top pruning for safety/sight lines. Trim edges of groundcover once per month. Cut ornamental grasses to 4"height in late winter. 7. Mulch: Add fresh mulch to landscape beds and adjust mulch level at same time,once per year. 8. Edging: Mechanically edge all lawn borders once per month. 9. Mowing: Mow as necessary to maintain a lawn height of 2"in spring and fall,3"tall in summer;or 26 times,whichever is more. 10.Irrigation System: Spring start-up in late March/early April. a. Activate and test system;check for coverage,malfunctions,leaks,overspray,etc. b. Clean all filters at point of connection and at each control valve. c. Check backflow preventer. d. Clean and thoroughly test operation of controller schedule and programming. e. Inspect all valve boxes and repair/set to plumb as necessary. f. Set all heads to plumb. g. Check quick-coupler valves. D. Winterization yearly,general late October. Miscellaneous repairs as necessary. Review controller schedule every other week,or at least once per month,adjust as needed. END OF PLANTING SECTION Permit Set 32 90 00-14 September 28,2023 Planting City of Arlington DIVISION 33 Smokey Point Community Park SECTION 33 10 00 Bid No: WATER UTILITIES PAGE 1 OF 7 PART 1 GENERAL 1.1 SUMMARY A. Work includes but is not limited to the following: 1. Coordination with City of Marysville Public Works. 2. Connections to existing water main. 3. Install water service piping,gate valves,check valves,and fittings. 4. Installation of domestic water meter,service piping and backflow prevention to the new building. 5. Installation of irrigation water meter,service piping,and backflow prevention. B. Work shall be in accordance with the City of Marysville Public Works,their Design Standards and Standard Specifications for Road,Bridge and Municipal Construction,latest edition,Washington State Department of Transportation,AWWA. 1.2 RELATED SECTIONS A. Coordinate related work specified in other parts of the Project Manual,including but not limited to the following: 1. Section 31 10 00—Site Preparation 2. Section 3122 00—Earthwork 3. Section 33 30 00—Sanitary Sewer 4. Section 33 40 00—Storm Drainage 1.3 REFERENCES A. UPC-The Uniform Plumbing Code. B. IAMPO-The International Association of Plumbing and Mechanical Officials Standards. C. AWWA-American Water Works Association Standards. D. WSDOT-Standard Specifications for Road,Bridge and Municipal Construction,latest edition; Washington State Department of Transportation. Standard Plans,latest edition. E. 2019 Western Washington Stormwater Manual by Washington State Department of Ecology,as adopted by the City of Arlington Land Use Code Title 20. F. Subsurface Exploration,Geologic Hazard,and Geotechnical Engineering Evaluation prepared by Associated Earth Sciences Inc.for Rock Project Management Services,LLC,dated July 28,2023. 1.4 PERMITS Permit Set 33 10 00-1 September 28,2023 Water Utilities City of Arlington DIVISION 33 Smokey Point Community Park SECTION 33 10 00 Bid No: WATER UTILITIES PAGE 2 OF 7 A. The Contractor is responsible for obtaining permits and coordinating required for work within the City of Arlington right of way. B. The Contractor is responsible for coordinating with City of Marysville Public Works on obtaining any permits,connections with the existing water main,installation of water meters,inspections and approval. 1.5 DIMENSIONS AND LAYOUTS A. The Contractor is responsible for furnishing,setting and marking all line location stakes.A qualified layout engineer,surveyor,or technical specialist must be assigned to the Contractor's crew for this Work and shall be on site at all times when work requiring control is being performed,together with all necessary equipment,supplies,and instruments related thereto.This equipment and personnel must be available,at no additional cost to the Owner,for the purpose of verifying layout and certifying the accuracy of work on the site. B. The Contractor is responsible for review of all City of Arlington,City of Marysville,and Owner's records relative to the existing underground utilities. The Contractor is responsible for avoiding damage to these facilities and shall restore all active utilities at Contractor's own expense. C. The Contractor is to notify the Owner's Representative immediately if underground utilities not shown on the Site Survey are encountered. 1.6 SUBMITTALS A. Comply with Section 01 33 00. B. No installation of material shall be made prior to until written approval has been obtained from the Engineer.Approval of material and equipment shall in no way preclude compliance with the plans and specifications. C. The Contractor shall provide photographs or videos with date stamp before and after construction,in all areas where restoration of existing improvements will be necessary and to provide records of existing improvements. The photographs or videos shall become the property of Owner. D. Submit material product information including pipe,fittings,structures,etc. Submittal information shall be complete and well organized. Each product shall be clearly labeled to indicated where product to be used onsite. Incomplete or partial submittals will be rejected and not reviewed. E. Shop Drawings: Submit shop drawings for water systems,showing piping materials,size,locations, and elevations.Include details of underground structures,connections,etc. Show interface and spatial relationship between piping and proximate structures F. Maintenance Data: Submit maintenance data and parts lists for water system materials and products. Include this data,product data,shop drawings,and record drawings in maintenance manual;in accordance with requirements of Division 01. G. Record Drawings: Permit Set 33 10 00-2 September 28,2023 Water Utilities City of Arlington DIVISION 33 Smokey Point Community Park SECTION 33 10 00 Bid No: WATER UTILITIES PAGE 3 OF 7 1. One complete set of drawings shall be provided as record drawings which shall be separate, clean prints reserved for the purpose of showing a complete picture of the work as actually installed. 2. Record drawings shall also serve as work progress plans and the Contractor shall maintain a daily record of work progress with neat,legible notations. These drawings shall be kept at the job site and shall be available for inspection at all times. 3. All buried piping and indicated future connections exterior to the building shall be located both by depth and by location with respect to the project benchmark.All notations on record drawings of buried pipes shall be made before backfilling of that section of pipe is started. 4. At completion of the work,the Contractor shall provide as sign,dated,and complete sets of record drawings to the Owner Representative. Drawings shall include at a minimum a surveyed location of and the following information for: Component Location of point Attributes Valve Center of Lid Size, type,closed or open,depth of valve Hydrant Center of top Size,type,Mfg,year,depth of bury,storz Meter Center of box Size,type,Mfg, H. As built Survey: 1. At the completion of the project,the Contractor is required to provide a complete underground utility survey(both PDF and AutoCAD)of all utilities installed as part of this project. This survey shall be performed,stamped and signed by a licensed surveyor,and shall be presented to Owner,Engineer and City of Marysville for review and acceptance. Any changes to the survey prior to acceptance are the responsibility of the Contractor. 1.7 QUALITY ASSURANCE A. The Contractor shall have one copy of the Approved Plans and Specifications accessible at all times at the site of the installation of the water improvements. B. All Contractors installing,inspecting,servicing or maintaining fire protection system shall be licensed by the State Director of Fire Protection Service in accordance with Chapter 18.106. C. All workmanship and materials shall conform with the City of Marysville Water System Design Standards and Material/Construction Specifications,current edition,and APWA/AWWA Standards. D. All work shall be performed with due regard for the safety and convenience of the public and so that interference with automotive and pedestrian traffic will be minimized.Flagging personnel,barricades, signs,and traffic control furnished or provided shall conform to the standards established in the latest edition of the Manual on Uniform Traffic Control Devices.All flaggers shall be Washington State certified and carry in their possession a card that verifies that they have successfully completed training to become a Certified Flagger.No detours for foot traffic shall be more than one block in length and where crossing trenches,detours shall be provided with adequate foot bridges with handrails.At least one half of existing roads shall be left open for traffic and emergency vehicles at all Permit Set 33 10 00-3 September 28,2023 Water Utilities City of Arlington DIVISION 33 Smokey Point Community Park SECTION 33 10 00 Bid No: WATER UTILITIES PAGE 4 OF 7 times.Bridging shall be provided across private driveways and roadways during periods when trenches are open to avoid interference with normal traffic flow. 1.8 DELIVERY,STORAGE AND HANDLING A. Inspect material delivered to the site for damage. Store materials onsite in enclosures or under protective covering.Do not store material directly on the ground.Pipe and fitting shall be kept free of dirt and debris. B. Store material in such a way that limits handling and affords easy accessibility thus will not be soiled with objectionable materials. C. Handling: Handle pipe,fittings and other accessories in such a manner to ensure pipe installed is sound and undamaged. Contractor shall take special care to not damage fittings.Pipe shall be carried throughout the site and into the trench.At no time shall the Contractor or his agents drag the pipe. PART 2 PRODUCTS 2.1 3-INCH OR SMALLER WATER PIPE AND FITTINGS A. 3-inch diameter and smaller water service line from the meter shall be polyethylene plastic pipe manufactured from all virgin material with a very high molecular weight high density polyethylene plastic material complying with ASTM D3350,providing a cell classification of 355434C,and simultaneously be as specified in ASTM D1248 for Type III,Category 5,Grade 34,Class C,PE 3408,and have a 200 psi rating. B. Where water service line enters the building,copper type K tubing is required through the foundation wall. C. Fittings:Brass compression fittings as needed,but only where a sweep cannot be made with a radius meeting the manufacturer's recommendations. D. Pipes shall be marked with the National Sanitation Foundation(NSF)seal and in accordance with ASTM and AWWA marking requirements,which include but are not limited to the manufacturer's name and class of pipe.Pipe shall bear no evidence of interior or exterior extrusion marks.Pipe walls shall be uniform,smooth,and glossy. 2.2 VALVE BOX A. Valve Boxes shall be two-piece ductile iron valve box per Olympic Foundry part no.VB940 or approved equal. 2.3 FIRE HYDRANTS A. Fire Hydrants shall be: 1. Medallion Model as manufactured by Clow Corporation. 2. M&H Model 929 as manufactured by Dresser Industries,Inc. 3. Centurion Model as manufactured by Mueller Company. Permit Set 33 10 00-4 September 28,2023 Water Utilities City of Arlington DIVISION 33 Smokey Point Community Park SECTION 33 10 00 Bid No: WATER UTILITIES PAGE 5 OF 7 2.4 FIRE DEPARTMENT CONNECTION A. Fire department connection standpipe shall be sized per project documents,and include a Harrington 30-degree elbow with 5"Storz adapter with cable and cap. B. Signage shall be as shown on project documents and be constructed of plastic or metal. Lettering shall be white on a red background with a minimum height of 1-inch. Contractor to provide submittal of sign for review prior to ordering. 2.5 POST INDICATOR VALVE A. Above ground post indicator valve shall be UL/ULC Listed and FM approved with lockable operating wrench. B. Provide tamper switch and conduit to connect internally to the building fire riser room. 2.6 CONCRETE BLOCKING A. Horizontal Thrust Blocking shall be concrete blocking per City of Marysville Standard Plan. 2.7 CONDUCTIVE WARNING TAPE A. Conductive warning tape shall be per Section 3122 00. 2.8 BUILDING CONNECTIONS A. Coordinate Building service connections with Building Mechanical Contractor. B. Fire Protection Connection shall be in accordance with NFPA-13 and NFPA-20. Coordinate Building Sprinkler Connection as shown on mechanical drawings and with Building Sprinkler Contractor. 2.9 BEDDING AND BACKFILL MATERIAL A. Water pipe bedding for rigid pipe shall be per City of Marysville Water Standard Specification and APWA 9-03.15-R. B. Water pipe bedding for flexible pipe shall be per City of Marysville Water Standard Specification and APWA 9-03.16. C. Water pipe backfill material shall be Bank Run Gravel for Trench Backfill per City of Marysville Water Standard Specification and APWA 9-03.19-R. PART 3 EXECUTION 3.1 EXECUTION A. All water construction shall be in accordance with Contract Documents and City of Marysville Standard Specifications. 3.2 EXAMINATION Permit Set 33 10 00-5 September 28,2023 Water Utilities City of Arlington DIVISION 33 Smokey Point Community Park SECTION 33 10 00 Bid No: WATER UTILITIES PAGE 6 OF 7 A. Verify that trench is ready to receive work,and excavations,dimensions,and elevations are as indicated on Drawings. B. Coordinate shut off and removal with City of Marysville. C. Beginning of installation means acceptance of existing conditions. 3.3 INSTALLATIONS A. Verify existing locations from the records of City of Marysville GIS,if available. B. At least five(5)business days prior to the start of work,Contractor shall notify City of Marysville in writing of the name of the contractor(s)and any subcontractor(s)proposed to do the work and shall not utilize any contractor and/or subcontractor for any part of the work that Public Works may object to. C. The Contractor shall contact City of Marysville Public Works and the Owner's Representative to schedule a pre-construction meeting.Removal or Construction of the any portion of the water system shall not begin until at least 48 hours after the pre-construction meeting. The Owner's Representative, Architect,project Civil engineer,Contractor's superintendent,and sub-contractor's installation foreman shall be present or the meeting will be rescheduled.A notice to proceed shall be issued and the Contractor must provide a contact list for emergency purposes. D. The Contractor shall provide to City of Marysville Public Works a material and equipment list no later than 14 calendar days prior to the beginning of construction,including the quantity, manufacturer,and model number,if applicable,of material and equipment to be installed as part of the work.Marysville Public Works shall have the right to reject materials and equipment which in City of Marysville's sole discretion do not conform to Public Works Specifications and/or the Approved Standard Plans.Failure of Marysville Public Works to reject materials and equipment at the time the list is filed shall not be deemed a waiver of City of Marysville's right to reject such materials or equipment at a later time. E. Field locate existing piping using Utility locate service,both private(on-site)and public(off- site/right-of-way). F. General: 1. Trench excavation,foundation bedding,and backfill for water lines shall be in accordance with Section 3122 00. 2. Dewater trenches in accordance with Section 3122 00. 3. Trench bottom shall be constructed to provide a firm,stable,and uniform support for the full length of the pipe.Any portion of the trench bottom that excavated below grade shall be backfilled to grad and compacted as require to provide firm pipe support. When an unstable subgrade is encountered,over excavate in accordance with Section 3122 00. 4. Install pipe,fittings and appurtenances in accordance with City of Marysville Water Standard Specifications Permit Set 33 10 00-6 September 28,2023 Water Utilities City of Arlington DIVISION 33 Smokey Point Community Park SECTION 33 10 00 Bid No: WATER UTILITIES PAGE 7 OF 7 5. Arrange with City of Marysville for appropriate inspections. G. All pipe installation shall conform to City of Marysville Public Works Water Standard Specifications. All separations between water and other utilities shall be 18-inches.Maintain 42-inches(3.5-feet)of cover over all water mains and service lines. H. Field lock gaskets are required at all joints when line is installed on a slope of greater than or equal to 15%. Double restraints will be required at all bends. I. All connections shall conform to City of Marysville Public Works Standard Specifications. 3.4 CONNECTIONS TO EXISTING WATER SYSTEM A. Connections to the existing water system shall conform to City of Marysville Public Works Water Standard Specification B. For connections to existing asbestos concrete water mains,the Contractor shall maintain workers exposure to the asbestos material at or below the limit prescribed in the WAC 296-62-07705 and shall be in accordance with State/Federal Guidelines and Certifications. 3.5 PIPE ABANDONMENT A. Existing pipe to be abandoned shall be in accordance with City of Marysville B. Public Works Standards 3.6 TESTING AND DISINFECTION A. All work shall be subject to full-time inspection by City of Marysville Public Works. The Contractor shall perform tests on the work at the Contactor's expense as required by City of Marysville Public Works.Whenever work must be specially tested or inspected for compliance with public regulations, or with the Plans and Specifications,the Contractor shall give City of Marysville Public Works reasonable notice of the readiness of the work for such test or inspection.All material and completed work are subject to final inspection by City of Marysville Public Works,which shall have the right to subject any portion thereof to such tests as in the opinion of Public Works shall be necessary to determine whether the work complies with the Plans and Specifications. B. Flushing and disinfection of water mains shall be in accordance with City of Marysville Standard Specification Section. Testing and verification shall be approved by Public Works.Flushing of the water mains shall be accomplished in such a manner as not to cause flooding or downstream property damage. C. Testing shall only be accomplished with the approval and in the presence of the City of Marysville Inspector. END OF WATER UTILITIES SECTION Permit Set 33 10 00-7 September 28,2023 Water Utilities City of Arlington DIVISION 33 Smokey Point Community Park SECTION 33 30 00 Bid No: SANITARY SEWER PAGE 1 OF 4 PART 1 GENERAL 1. SUMMARY A. Work includes but is not limited to the following: 1. Furnish and install sanitary sewer pipe,fittings,manholes,cleanouts and side sewers of the type and sizes designated. 2. Coordinate and provide connections to building plumbing. 2. RELATED SECTIONS A. Coordinate related work specified in other parts of the Project Manual,including but not limited to the following: 1. Section 0157 13—TESC 2. Section 31 10 00—Site Preparation 3. Section 3122 00—Earthwork 4. Section 33 10 00—Water Utilities 5. Section 33 40 00—Storm Drainage 3. REFERENCES A. 2019 Western Washington Stormwater Manual by Washington State Department of Ecology, as adopted by the City of Arlington Land Use Code Title 20. B. WSDOT-Standard Specifications for Road,Bridge and Municipal Construction,latest edition; Washington State Department of Transportation. Standard Plans,latest edition. C. City of Marysville Public Works Department Development Standards. D. Subsurface Exploration,Geologic Hazard,and Geotechnical Engineering Evaluation prepared by Associated Earth Sciences Inc.for Rock Project Management Services,LLC,dated July 28,2023. 4. PERMITS A. The Contractor is responsible for obtaining permits required for work within City of Arlington right of way. 5. DIMENSIONS AND LAYOUTS A. Furnish,set and mark all line location stakes.Assign a qualified layout engineer,surveyor,or technical specialist to do this work and be on site at all times when work requiring control is being performed. Furnish and maintain on site necessary equipment,supplies and instruments related thereto.Make this equipment and personnel available,at no additional cost to the Owner,for the purpose of verifying layout and certifying the accuracy of work on the site. Permit Set 33 30 00-1 September 28,2023 Sanitary Sewer City of Arlington DIVISION 33 Smokey Point Community Park SECTION 33 30 00 Bid No: SANITARY SEWER PAGE 2 OF 4 B. Protect the existing site improvements within the vicinity of the work. Choose equipment and methods to protect and minimize the disturbance of areas outside the limits of construction,including hand excavation if necessary.Immediately inform the Owner's Representative of any existing site improvements that will need to be removed prior to construction.Mark and coordinate trees or shrubs to be removed and replaced that are not noted on the plans.Replace damaged trees or shrubs not scheduled for removal at no additional cost to the Owner. C. Review of City of Arlington,and City of Marysville records relating to the existing underground utilities. Avoid damage to these facilities and restore active utilities at no additional cost to owner. D. Notify the Owner's Representative immediately of underground utilities encountered,which are not shown on the drawings or Owner's survey or record drawings. 6. SUBMITTALS A. Comply with Section 0133 00. B. No installation of material shall be made prior to until written approval has been obtained from the Owner's Representative.Approval of material and equipment shall in no way preclude compliance with the plans and specifications. C. Record Drawings: 1. One complete set of drawings shall be provided as record drawings which shall be separated, clean prints reserved for the purpose of showing a complete picture of the work as actually installed. The contractor shall coordinate the record drawing requirements with City of Marysville. 2. Record drawings shall also serve as work progress plans and the Contractor shall maintain daily a daily record of work progress with neat,legible notations. These drawings shall be kept at the job site and shall be available for inspection at all times. 3. All buried piping and indicated future connections exterior to the building shall be located both by depth and by location with respect to the project benchmark.All notations on record drawings of buried pipes shall be made before backfilling of that section of pipe is started. Show vertical elevations relative to finished grade at connection points,bends and grade breaks in the pipe. Show horizontal and vertical locations of other underground utilities encountered during the excavation and construction process. 4. At completion of the work,the Contractor shall sign,date,and provide the record drawings to the Owner's Representative,representing that it is an accurate depiction of the work completed. D. As built Survey: 1. At the completion of the project,the Contractor is required to provide a complete underground utility survey(both PDF and AutoCAD)of all utilities installed as part of this project. This survey shall be performed,stamped and signed by a licensed surveyor,and shall be presented to Owner,Engineer and City of Marysville for review and acceptance. Any changes to the survey prior to acceptance are the responsibility of the Contractor. PART 2 PRODUCTS Permit Set 33 30 00-2 September 28,2023 Sanitary Sewer City of Arlington DIVISION 33 Smokey Point Community Park SECTION 33 30 00 Bid No: SANITARY SEWER PAGE 3 OF 4 1. GRAVITY SEWER PIPE AND FITTINGS A. Gravity Sewer Pipe and fittings shall be polyvinyl chloride pipe(PVC)conforming to the requirements of ASTM D3034, SDR 35,or better with rubber gasket joints. 2. CLEAN-OUTS A. Cleanouts shall conform to the contract documents and sized to match connection pipe. B. Cleanout covers for cleanouts within landscaped areas shall be a Carson 10-inch diameter HDPE round valve box(Model#0910-18)or approved equal. C. Cleanout covers for cleanouts within paved areas shall be Olympic Foundry Part#M1025 cast iron cover and ring marked"SSCO"or approved equal. 3. BEDDING AND BACKFILL MATERIAL A. Sewer pipe bedding and back fill material shall be per City of Marysville Standard Plans. 4. CONDUCTIVE WARNING TAPE A. Conductive warning tape required over all sewer pipes and shall be per Section 3122 00. 5. FOAM BLOCKING A. Plastic Foam for pipe protection and separation between pipes shall meet the Federal Spec.PPP-C-1752B Type 1,Class 2 or approved equivalent. PART 3 EXECUTION 1. COORDINATION WITH OTHER WORK A. Verify existing utilities locations from the records of City of Marysville and with contractor's furnished utility locate company. 2. TRENCHING AND PIPE LAYING A. Minimize the impact to the area surrounding the trenching and installation by using the minimum size of equipment required to perform the work and by using trench boxes for trenches greater than 4 feet in depth. B. Excavate and prepare the trench in accordance with Section 31 10 00.Perform trenching in conformance with Section 3122 00. C. Excavate to the alignment,elevation,grade and slope as indicated on the drawings. D. Lay pipes in conformance with WSDOT 7-08.3(2). E. Within the building envelope,install pipe in accordance with the Uniform Plumbing Code.Use a licensed plumber to install pipe. 3. BEDDING AND BACKFILLING Permit Set 33 30 00-3 September 28,2023 Sanitary Sewer City of Arlington DIVISION 33 Smokey Point Community Park SECTION 33 30 00 Bid No: SANITARY SEWER PAGE 4 OF 4 A. Install bedding and backfill in accordance with Section 3122 00 and the details in the Plans. Compact per City of Marysville Sanitary Sewer Specifications and Standard Details. 4. PIPE CROSSINGS A. Where pipe crossings are separated by less than 6 inches,place foam blocking for separation and protection per manufacturer's recommendations. 5. INSPECTIONS,CLEANING,AND TESTING A. Coordinate inspections as required by City of Marysville. B. Perform cleaning and testing in per WSDOT 7-17.3(2). 6. AS-BUILTS A. Prepare record documents per City of Marysville Requirements,Owner's standards,and Contract Documents. END OF SECTION 333000 Permit Set 33 30 00-4 September 28,2023 Sanitary Sewer City of Arlington DIVISION 33 Smokey Point Community Park SECTION 33 40 00 Bid No: STORM DRAINAGE PAGE 1 OF 6 PART 1 GENERAL 1.1 SUMMARY A. Work includes but is not limited to the following: 1. Furnish and install downspout drainage lines,cleanouts,catch basins,footing drains,and storm drainage piping and fittings of the type and sizes designated. 2. Construct and establish bioretention/infiltration areas. 3. Provide vault excavation and backfill and coordinate the installation of conveyance piping to the precast panel concrete detention vault(vault and installation was part of a previous bid package). 4. Construct detention chamber system and structures. 5. Connect to existing storm drainage system. 6. Protect bioretention/infiltration areas during construction. 1.2 RELATED SECTIONS A. Coordinate related work specified in other parts of the Project Manual,including but not limited to the following: 1. Section 0157 13—TESC 2. Section 31 10 00—Site Preparation 3. Section 3122 00—Earthwork 4. Section 33 10 00—Water Utilities 5. Section 33 30 00—Sanitary Sewer 1.3 REFERENCES A. 2019 Western Washington Stormwater Manual by Washington State Department of Ecology, as adopted by the City of Arlington Land Use Code Title 20. B. WSDOT - Standard Specifications for Road, Bridge and Municipal Construction, latest edition; Washington State Department of Transportation. Standard Plans,latest edition. C. Subsurface Exploration, Geologic Hazard, and Geotechnical Engineering Evaluation prepared by Associated Earth Sciences Inc. for Rock Project Management Services,LLC,dated July 28,2023. 1.4 PERMITS A. The Contractor is responsible for obtaining permits required for work within the right of way. B. The Contractor is responsible for obtaining any permits and arranging any inspections required for by the City of Arlington for constructing public and private storm drains. Permit Set 33 40 00-1 September 28,2023 Storm Drainage City of Arlington DIVISION 33 Smokey Point Community Park SECTION 33 40 00 Bid No: STORM DRAINAGE PAGE 2 OF 6 1.5 DIMENSIONS AND LAYOUTS A. The Contractor will be responsible for furnishing, setting, and marking all line location stakes. A qualified layout engineer, surveyor, or technical specialist must be assigned to the Contractor's crew for this work and shall be on site at all times when work requiring control is being performed,together with all necessary equipment, supplies and instruments related thereto. This equipment and personnel must be available, at no additional cost to the Owner, for the purpose of verifying layout and certifying the accuracy of work on the site. B. The Contractor is responsible for review of all City and other records relative to the existing underground utilities. The Contractor is responsible for avoiding damage to these facilities and restoring all active utilities at the Contractor's own expense. C. The Contractor is to notify the Owner's Representative immediately of underground utilities encountered which are not shown on the drawings or Owner's survey or record drawings. 1.6 SUBMITTALS A. Comply with Section 0133 00. B. No installation of material shall be made prior to until written approval has been obtained from the Engineer. Approval of material and equipment shall in no way preclude compliance with the plans and specifications. C. Submit material product information including pipe, fittings, structures, stormwater detention systems,etc. D. Record Drawings: 1. One complete set of drawings shall be provided as record drawings which shall be separated, clean prints reserved for the purpose of showing a complete picture of the work as actually installed. The contractor shall coordinate the record drawing requirements with the Utility Inspector in accordance with City of Arlington standards. 2. Record drawings shall also serve as work progress plans and the Contractor shall maintain daily a daily record of work progress with neat,legible notations.These drawings shall be kept at the job site and shall be available for inspection at all times. 3. All buried piping and indicated future connections exterior to the building shall be located both by depth and by location with respect to the project benchmark.All notations on record drawings of buried pipes shall be made before backfilling of that section of pipe is started. 4. At completion of the work,the Contractor shall sign,date,and provide the record drawings to the Architect,representing that it is an accurate depiction of the work completed. E. As built Survey: 1. At the completion of the project,the Contractor is required to provide a complete underground utility survey(both PDF and AutoCAD)of all utilities installed as part of this project. This survey shall be performed,stamped and signed by a licensed surveyor,and shall be presented Permit Set 33 40 00-2 September 28,2023 Storm Drainage City of Arlington DIVISION 33 Smokey Point Community Park SECTION 33 40 00 Bid No: STORM DRAINAGE PAGE 3 OF 6 to Owner,Engineer and City for review and acceptance. Any changes to the survey prior to acceptance are the responsibility of the Contractor. PART 2 PRODUCTS 2.1 STORM DRAIN PIPE A. Pipe used for Storm Drains located within the site shall be one or more of the following: 1. Solid wall Polyvinyl Chloride(PVC)pipe meeting ASTM D3034 SDR 35 for diameters up to 15 inches and ASTM F 679 for sizes 18 to 27 inches in diameter,with restrained gasketed joints. 2. High Density Polyethylene(HDPE)ADS N-12,or approved equal,WT(Water Tight)IB pipe (per ASTM F2648)shall have a smooth interior and annular exterior corrugations.Fittings shall conform to ASTM F 2306.Bell and spigot connections shall utilize a spun-on or welded bell and valley or saddle gasket meeting the watertight joint performance requirements of ASTM F 2306. 3. Ductile Iron Pipe(DIP),Class 52. B. Footing drain,wall drain, and underdrain pipe shall be Polyvinyl Chloride (PVC)Pipe, SDR 35 with factory provided slotted perforations. 1. 90-degree bend fittings shall not be used on footing drains.Pipe bends shall be made by combination of multiple fitting of less than 90 degrees each,such as two 45-degree fittings. 2.2 MANHOLES,CATCH BASINS AND INLETS A. Catch basins Type 1 shall be in accordance with WSDOT Standard Plan B5.20-03. Covers shall be Rectangular Herringbone frame and grate per B-30.50-03 unless otherwise noted. 1. Solid covers for CB Type 1 shall be per WSDOT B-30.20-04. B. Beehive Grate for CB Type 1 shall be locking ductile iron per Olympic or equal. C. Catch basins Type 2 shall be in accordance with WSDOT B-10.20-02. Size shall be as indicated on plan. CB Type 2 shall have manhole ring and solid covers unless otherwise noted. D. Solid covers for CB Type 2 shall be per B-30.70-04 with"DRAIN"designated. E. All utility structures located in concrete walkways/sidewalks shall have ductile iron locking ADA compliant lids/grates. F. New Type 1 CB's in or adjacent to the Connector courtyard shall utilize Iron Age Designs, Rain 18"x24"Heel Proof frame and grate,Product ID RNX 18-2416 1 HP,with Cast Aluminum Finish. G. Area Drain 1. Area Drains shall be Nyloplast drain basin, sized per plan or approved equal. Permit Set 33 40 00-3 September 28,2023 Storm Drainage City of Arlington DIVISION 33 Smokey Point Community Park SECTION 33 40 00 Bid No: STORM DRAINAGE PAGE 4 OF 6 2. Provide locking domed ductile iron grate in planted landscape,provide flat ductile iron grate in grass areas,and a ductile iron ADA Pedestrian Grate in walkway/sidewalk areas. Grate will be sized per structure. 3. Drains shall have a minimum 2-foot sump. 4. New area drains in or adjacent to the Connector courtyard shall be 12"xl2"concrete structure. 5. Grates shall be ADA compliant and by Iron Age Designs,Product ID RNN12-121 12HP,with Cast Aluminum Finish. H. Provide AC or GPK manhole adaptor for connections to catch basins and structures. I. All covers and grates shall be bolt locking. 2.3 CLEANOUTS A. Cleanouts shall conform to the contract documents. Size to match connection pipe. B. Cleanout covers for cleanouts within landscaped areas shall be a Carson 10-inch diameter HDPE round valve box(Model#0910-18)or approved equal. C. Cleanout covers for cleanouts within paved areas and for downspout connections shall be Olympic Foundry Part#M1007 D/T cast iron cover and ring marked"SDCO"or approved equal. D. Footing Drain Cleanout shall be provided at every 100 feet maximum and at bends that total 90 degrees. Locate cleanouts up stream of bends. E. All covers shall be bolt locking. 2.4 STORMWATER DETENTION SYSTEMS A. The dimensions,elevations,and layout and requirements of the tank should match the project plans. B. All access requirements shall meet OSHA requirements C. The stormwater detention system should consist of R-Tank Single HD Infiltration System. D. The Contractor shall provide a shop drawing for review prior to ordering the system. E. In addition to the items above,the pipe should meet the following requirements: 2.5 BEDDING AND BACKFILL MATERIAL A. Bedding and Backfill materials shall be in accordance with Section 3122 00. 2.6 FOAM BLOCKING A. Plastic Foam for pipe protection and separation between pipes shall meet the Federal Spec. PPP-C- 1752B Type 1,Class 2 or approved equivalent. 2.7 CONDUCTIVE WARNING TAPE Permit Set 33 40 00-4 September 28,2023 Storm Drainage City of Arlington DIVISION 33 Smokey Point Community Park SECTION 33 40 00 Bid No: STORM DRAINAGE PAGE 5 OF 6 A. Conductive warning tape shall be per Section 3122 00. PART 3 EXECUTION 3.1 COORDINATION WITH OTHER WORK A. Verify location from the records. B. Before installation Contractor shall make proper provisions for site storm lines to avoid interferences with installation of other work and/or other Contractors. Any changes caused by Contractor's neglect to coordinate work shall be made by Contractor at Contractor's expense. C. Site storm drain Drawings and Specifications shall be compared with Drawings and Specifications of other trades and any discrepancies between the documents shall be reported to the Owner's Representative prior to installation of work. D. Abandoning Existing Storm Sewer System - Where shown on the Plans or where directed by the Owner's Representative,existing storm sewer pipes and structures shall be abandoned by: I. Plugging pipe ends.In addition to plugging pipe ends,fill pipes larger than 8 inches with controlled density fill or approved equal. 2. Removing the existing structure to four(4)feet below the finished subgrade and filling existing pipes and the remaining structure with controlled density fill or approved equal. 3. Removing existing pipes or structures. -If the storm system is removed,unless otherwise directed by the Owner's Representative,all trenches will be backfilled with the appropriate material.When native material has been determined as suitable backfill,backfill of the trench will be considered incidental to and included in the contract price for pipe.Excavated trench material that is not suitable as backfill shall be hauled to disposal in accordance with the special provisions at no additional cost to the Owner. Suitability of excavated material for trench backfill shall be at the sole discretion of the Owner's Representative. 4. When filling existing storm sewer pipe or structures that are to be abandoned,care shall be used in placing the controlled density fill to ensure the pipe or structure is completely filled and no voids remain. 3.2 PIPE LAYING A. Pipe laying shall be in conformance with WSDOT Section 7-08.3(2). 3.3 PIPE CROSSINGS A. Where pipe crossings are separated by less than 6 inches, place foam blocking for separation and protection per manufacturer's recommendations. 3.4 CATCH BASIN AND STRUCTURE INSTALLATION OR MODIFICATION A. Structures shall be installed or modified in accordance with WSDOT Section 7-05.3 and City of Arlington Standards. Permit Set 33 40 00-5 September 28,2023 Storm Drainage City of Arlington DIVISION 33 Smokey Point Community Park SECTION 33 40 00 Bid No: STORM DRAINAGE PAGE 6 OF 6 B. Adjustments to existing structures to remain shall be in accordance with WSDOT Section 7-05.3(1) and City of Arlington Standards. 3.5 CLEANING AND TESTING A. Cleaning and testing shall be in conformance with WSDOT Section 7-04.3(1) with the following exceptions: 1. The Contractor shall be responsible for providing DVDs of video inspection. 2. The Contractor shall be responsible for notifying the Owner's Representative 48 hours in advance of the backfill of any storm drain line. 3. The minimum amount of testing required by these specifications shall be as follows: Item Frequency of Tests Air Testing Storm Drains One(1)test from structure to structure 4. The frequency of tests shown above shall govern the actual quantity of tests.Any retesting that is required due to failure of initial testing to show compliance with these contract documents, shall be provided and paid for at the Contractor's sole expense. 3.6 PERMANENT CONNECTIONS TO EXISTING SYSTEMS A. Where indicated on the plans,make permanent connections to existing storm drainage systems. B. Where existing pipe is to be connected to a new structure,replace existing pipe and/or add fittings and pipe as necessary to provide an approved connection per WSDOT and City of Arlington Standards END OF STORM DRAINAGE SECTION Permit Set 33 40 00-6 September 28,2023 Storm Drainage i PERMIT FEE WAIVER REQUEST • Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 PER THE CURRENT FEE RESOLUTION Section 1. Fees and Charges—General. 1.1 Fees. Fees are intended to cover the normal, recurring costs associated with providing a given service. Fees are non-refundable. 1.2 Prices. In some instances, the City provides certain goods and merchandise for sale. Prices for these goods may be included in this resolution. 1.3 Payment Due. Fees are due at the time the action is requested (e.g., at time of application) or occurs (e.g., prior to a specific action). An applicant may pay all fees of a multi-phased project in advance; however, doing so does not vest applicable fees due. Fees due are those in effect at the time the specific action or phase of an action is requested or occurs. 1.4 Waivers. Upon petition by the applicant, the City Council may waive any of the fees, or portions thereof, for any non-profit organization or government agency. NOTE. State Surcharge Fees cannot be waived. Permit Number: BLD-5633 Total Amount: $ 14,299.36 Staff Requesting Fee Waiver: Marc Hayes/Raelynn Jones Staff Department: CED Staff Email: rjones@arlingtonwa.gov Staff Phone #: 360-403-3436 Reason for Waiver: Smokey Point Community Park-City Project. Council Workshop Date: Council Approval Date: Signatory Authority: Print Name: CED STAFF USE ONLY FEE BREAKDOWN Plan Review Fee(s) $ 5,625.35 Permit Fee(s) $ 8,649.01 Processing Technology Fee $ 25.00 State Surcharge Fee $ Other: $ Other: $ ACCEPTED BY DATE STAMP REV5.2021 Page 1 of 1 = PERMIT FEE WAIVER REQUEST Community&Economic Development --- City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 •Phone(360)403-3551 PER THE CURRENT FEE RESOLUTION Section 1. Fees and Charges—General. 1.1 Fees. Fees are intended to cover the normal, recurring costs associated with providing a given service. Fees are non-refundable. 1.2 Prices. In some instances, the City provides certain goods and merchandise for sale. Prices for these goods may be included in this resolution. 1.3 Payment Due. Fees are due at the time the action is requested (e.g., at time of application) or occurs (e.g., prior to a specific action). An applicant may pay all fees of a multi-phased project in advance; however, doing so does not vest applicable fees due. Fees due are those in effect at the time the specific action or phase of an action is requested or occurs. 1.4 Waivers. Upon petition by the applicant, the City Council may waive any of the fees, or portions thereof, for any non-profit organization or government agency. NOTE. State Surcharge Fees cannot be waived. Permit Number: PWD-3534 Total Amount: $ 24,705.44 Staff Requesting Fee Waiver: Marc Hayes/Raelynn Jones Staff Department: CED Staff Email: rjones@arlingtonwa.gov Staff Phone#: 360-403-3436 Reason for Waiver: Smokey Point Community Park-City Project. Council Workshop Date: Counco Approval Date: Signatory Authority: Print Name: 3a Irba CED STAFF USE ONLY FEE BREAKDOWN Plan Review Fee(s) $ Permit Fee(s) $ 24,680.44 Processing Technology Fee $ 25.00 State Surcharge Fee $ Other: $ Other: $ ACCEPTED BY DATE STAMP REV5.2021 Page 1 of 1 i - , PERMIT FEE WAIVER REQUEST Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 •Phone(360)403-3551 PER THE CURRENT FEE RESOLUTION Section 1.Fees and Charges—General. 1.1 Fees. Fees are intended to cover the normal, recurring costs associated with providing a given service. Fees are non-refundable. 1.2 Prices. In some instances, the City provides certain goods and merchandise for sale. Prices for these goods may be included in this resolution. 1.3 Payment Due. Fees are due at the time the action is requested (e.g., at time of application) or occurs (e.g., prior to a specific action). An applicant may pay all fees of a multi-phased project in advance; however, doing so does not vest applicable fees due. Fees due are those in effect at the time the specific action or phase of an action is requested or occurs. 1.4 Waivers. Upon petition by the applicant, the City Council may waive any of the fees, or portions thereof,for any non-profit organization or government agency. NOTE. State Surcharge Fees cannot be waived. Permit Number: PLN#1108 Total Amount: $ 2,325.00 Staff Requesting Fee Waiver. Marc Hayes/Raelynn Jones Staff Department: CED Staff Email: rjones@arlingtonwa.gov Staff Phone#: 360-403-3436 Reason for Waiver: Smokey Point Community Park-City Project Council Workshop Date: Council Approval Date: /I—JO o�3 Signatory Authority: .14 Print Name: &bat7i o CED STAFF USE ONLY FEE BREAKDOWN Plan Review Fee(s) $ Permit Fee(s) $ 2,300.00 Processing Technology Fee $ 25.00 State Surcharge Fee $ Other: $ Other: $ ACCEPTED BY DATE STAMP REV5.2021 Page 1 of 1 PERMIT FEE WAIVER REQUEST Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 •Phone(360)403-3551 PER THE CURRENT FEE RESOLUTION Section 1. Fees and Charges—General. 1.1 Fees. Fees are intended to cover the normal, recurring costs associated with providing a given service. Fees are non-refundable. 1.2 Prices. In some instances, the City provides certain goods and merchandise for sale. Prices for these goods may be included in this resolution. 1.3 Payment Due. Fees are due at the time the action is requested (e.g., at time of application) or occurs (e.g., prior to a specific action). An applicant may pay all fees of a multi-phased project in advance; however, doing so does not vest applicable fees due. Fees due are those in effect at the time the specific action or phase of an action is requested or occurs. 1.4 Waivers. Upon petition by the applicant, the City Council may waive any of the fees, or portions thereof, for any non-profit organization or government agency. NOTE. State Surcharge Fees cannot be waived. Permit Number: BLD-5633 Total Amount: $ 14,299.36 Staff Requesting Fee Waiver. Marc Hayes/Raelynn Jones Staff Department: CED Staff Email: rjones@arlingtonwa.gov Staff Phone#: 360-403-3436 Reason for Waiver: Smokey Point Community Park-City Project. Council Workshop Date: Couhcil Approval Date: NO Signatory Authority: Print Name: &LbaO 21 CED STAFF USE ONLY FEE BREAKDOWN Plan Review Fee(s) $ 5,625.35 Permit Fee(s) $ 8,649.01 Processing Technology Fee $ 25.00 State Surcharge Fee $ Other: $ Other: $ ACCEPTED BY DATE STAMP REV5.2021 Page 1 of 1 CITY OF ARLINGTON ` 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 17903 SMOKEY POINT BLVD Permit#: 5633 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 31052100302300 DATE OF ISSUANCE. Scope of Work: Construct a community park to include picnic shelter,pre- Valuation: 1035022.00 manufactured restroom facility,covered stage,paved plaza,open lawn area,paved walking track,parking,and associated utilities.The project is in phases,and includes phase 1 only. OWNER APPLICANT CONTRACTOR CITY OF ARLINGTON City of Arlington Capture Energy,LLC 238 N OLYMPIC AVE 18204 59th Ave NE 2508 Lewis River Rd ARLINGTON,WA 98223 Arlington,WA 98223 Woodland,WA 98674 360-403-3436 360-952-0237 LIC:CAPTUEL787P5 EXP: 10/25/2026 LIC:602 893 954 EXP:01/31/2024 LIC:REECECC852C7 EXP:02/27/2025 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL BUILDING CODE YEAR: 2018 STORIES: 0 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 10/09/2024 Applicant Signature Date Building Official Date CONDITIONS The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 10/11/2024 Processing/Technology $25.00 10/11/2024 Building Permit $8,649.01 10/11/2024 Building Plan Review $5,625.35 10/11/2024 Processing/Technology ($25.00) 10/11/2024 Building Permit ($8,649.01) 10/11/2024 Building Plan Review ($5,625.35) Total Due: $0.00 Total Payment: $0.00 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail C09.FRAMING Approved CO3.FOUNDATION/SLAB Approved CO3.FOUNDATION/SLAB Approved C08.PLUMBING ROUGH-IN Approved CO3.FOUNDATION/SLAB Completed Date: 05/28/2026 Permit#: 5633 Permit Date: 10/10/2023 Review Date: 10/10/2023 Permit Type: COMMERCIAL BUILDING Review Type: COMMERCIAL BUILDING Target Date: 10/17/2023 Scheduled Time: 00:00 Completed Date: 10/20/2023 Description: See Note Review Status: Approved Assigned To: PLANNING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Notes 10/20/2023 Buildings meet all required setbacks and design regulations. Property Information Parcel#: 31052100302300 CITY OF ARLINGTON CITY OF ARLINGTON 238 N OLYMPIC AVE 17903 SMOKEY POINT BLVD ARLINGTON, WA 98223 Zoning: 940 OPEN SPACE/PARKSLot: Block: Permit#: 5633 Permit Date: 10/10/23 Permit Type: COMMERCIAL BUILDING Project Name: Smokey Point Community Park Buildings Applicant Name: City of Arlington Applicant 18204 59th Ave NE Address: Applicant, City,Arlington,WA 98223 State, Zip: Contact: Marc Hayes/Raelynn Jones Phone: 360-403-3436 Email: rjones@arlingtonwa.gov Scope of Work: Construct a community park to include picnic shelter,pre-manufactured restroom facility, covered stage,paved plaza, open lawn area,paved walking track, parking, and associated utilities. The project is in phases, and includes phase 1 only. Valuation: 103 5022.00 Square Feet: 0 Number of 0 Stories: Construction Type: Occupancy Group: ID Code: Permit Issued: 01/22/2024 Permit Expires: 03/10/2025 Form Permit Type: Status: COMPLETE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052100302300 17903 SMOKEY POINT CITY OF 940 OPEN BLVD ARLINGTON SPACE/PARKS Contractors Contractor Primary Contact Phone Address Contractor Type License License# Capture Energy,LLC Trevor Wantaja 360-952-0237 2508 Lewis River CONSTRUCTION L&I CAPTUEL7871`5 Rd CONTRACTOR Reece Construction Andy Reece 360-659-9600 1525 114th St NE CONSTRUCTION UBI 602 893 954 Company CONTRACTOR Reece Construction Andy Reece 360-659-9600 1525 114th St NE CONSTRUCTION L&I REECECC852C7 Company CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status Note: Separation art walls 09/11/2024 C09.FRAMING have concrete spalling at 09/12/2024 09/12/2024 BUILDING Approved anchor locations of base, photos attached, 07/18/2024 CO3. AM Requested 07/19/2024 07/19/2024 CED INSPECTOR Approved FOUNDATION/SLAB 07/11/2024 CO3. AM Requested 07/12/2024 07/12/2024 CED INSPECTOR Approved FOUNDATION/SLAB 06/21/2024 C08.PLUMBING AM Requested 06/24/2024 06/24/2024 CED INSPECTOR Approved ROUGH-IN Approved.See daily civil 04/25/2024 C0B3. report for 4/26/2024 for 04/26/2024 04/26/2024 BUILDING Completed FOUNDATION/SLAB photos and details. Plan Reviews Date Review Type Description Assigned To Review Status 10/10/2023 COMMERCIAL BUILDING Approved BUILDING 10/10/2023 COMMERCIAL See Note PLANNING Approved BUILDING Fees Fee Description Notes Amount Processing/Technology $25.00 Building Permit Table 4-1 $8,649.01 Building Plan Review Table 4-2 $5,625.35 Processing/Technology ($25.00) Building Permit Table 4-1 ($8,649.01) Building Plan Review Table 4-2 ($5,625.35) Total $0.00 Attached Letters Date Letter Description 10/09/2024 Building Permit O1/17/2024 Building Permit Notes Date Note Created By: 10/09/2024 Issued a second permit with this#for Phase 11.RJ Raelynn Jones 11/21/2023 Fee waiver approved per Council Raelynn Jones Phase 1 Site Structures:$762,920.00 11/01/2023 Phase 2 Site Structures:$272,102.00 Raelynn Jones Total:$1,035,022.00 11/01/2023 Council Waiver Form sent to Council for approval Raelynn Jones 10/10/2023 Contractor TBD Raelynn Jones 10/10/2023 Marysville Utilities Raelynn Jones 10/10/2023 Included electrical plans for reference only.L&I permit to be pulled at a later date. Raelynn Jones Uploaded Files Date File Name 04/09/2024 19623590-20231120 BLD5633 Permit Fee Waiver Approved.pdf 04/09/2024 19623589-20230122 BLD5633 IssuedPermit.pdf 11/28/2023 17607814-17139531-20231006 BLD5633 Building Plans Stamped.pdf 10/10/2023 17139531-20231006 BLD5633 Building Plans.pdf 10/10/2023 17139258-20231006 BLD5633 Specs.pdf 10/10/2023 17139256-20231006 BLD5633 App.pdf 00 GraybaRS Smokey Point Community Park Lighting O&M Package Nov 26 2024 Smokey Point Community Park 17903 Smokey Point Blvd. Arlington, WA 98223, USA Team Distributor Graybar Electric, Inc. Contractor Wartel Electrical Contractor 9 A Prepared By Addressed To Justin Horn - Graybar - Seattle Don Hartel - Wartel Electrical Contractor (425) 738-1681 (206) 830-8764 justin.horn@graybar.com d.j.hartel73@gmail.com 700 S Renton Village Place, Suite #500 7720 87th Ave. NE Renton, WA - Washington 98057, USA Marysville, WA 98270, USA 0 GraybaR. Smokey Point Community Park Lighting O&M Package Table of Contents Datasheets Lighting Type Manufacturer Model Number Pg. Si LUMENPULSE PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP 2 Si LUMENPULSE ALG7200-120-CSL-M110-30K-CR180-2-BK-DIM-P4 14 Si LUMENPULSE ARM-P-P4-CS12-S1 E-4-R-M-BRK-BK 27 S2 LUMENPULSE PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP 37 S2 LUMENPULSE ALG7200-120-CSL-M110-30K-CR180-2-BK-DIM-P4 49 S2 LUMENPULSE ARM-P-P4-CS12-S2E-4-R-M-BRK-BK 62 S3 RAGNI LAM-S-1-3-35-12-1-C-BRZ-BRZ 72 S3 GARMIRE GSQ6XX-3GA-SAH-HDG-RAL9017-LAB 76 S4 LUMENPULSE LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A / PM4-1-BK 77 S5 LUMENPULSE LBS-120-30K-WFL-BK-NO-UL-3FT-BK-N/A 95 R1 PRESCOLITE LBSES-6RD-CS9-WH / LBSE-6RD-T-BL 111 W1 WAC WP-LED335-30-ABK / MS-120-GY / PC-120-GY 116 Warranties Type Manufacturer Model Number Pg. LUMENPULSE WARRANTY 119 PRESCOLITE WARRANTY 127 RAGNI WARRANTY 130 WAC WARRANTY 131 Gib Smokey Point Community Park Lighting O&M Package Notes Summary Gr%4)aR,,, Smokey Point Community Park Lighting O&M Package Datasheets Lighting Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S1 Specification Sheet Poles, Arms & Accessories Muffler Pole Project Name Qty Type Catalog/Part Number 04 in O�in Pole Dimensions 04 in O�in Muffler Base Q6 Q8 (0) Dimensions fd61n 08 in 04 in Round Pole with Available Pole Shapes QB6 Base Cover Option Shown (Consult"Configurations Table"Section formore details) Base cover options Description Lumenpulse Muffler Poles are available in steel or aluminum of various diameters and profiles to suit your outdoor design.Our Muffler Poles are suitable for use with our accessories,such as Banner Arms and Basket Holders.Lumenpulse Muffler Poles have a molded base plate and are available in multiple finishes. Features QBb B8 QC6-QC8 Pole dimensions iand 5 in Straight or Fluted Pole Muffler base dimension 5 in Fluted Muffler Base,6 in and 8 5/8 in Straight Muffler Base Height Up to 30 ft,to specify height in 1 ft increments(consult configurations table for maximum height informations) Option Ground Fault Duplex Receptacle Ground Fault Duplex Receptacle(while in use) Tamper-Proof Screws 0t6 QM8 QTS Corrosion-resistant Coating for Hostile Environments Galvanized Steel Certifications Universal Yoke drilling pattern Pressure Gland drilling pattern a Warranty 5-year limited warranty Physical Material Aluminum Steel Access Door Dimensions 4 1/8 in x 9 1/4 in for 6 in muffler base],4 1/4 in x 10 1/8 in for 8 in muffler base Wall Thickness 1/8 in=1/4 in,5/16 in Anchor Bolt Material Carbon steel partially galvanized Hardware Material Stainless steel 1220'lumenplubelcomd L www.lumenpubecom/p ducts/279814937.3003 Toll-Free 1.877.937.3003 I info@lumenpulse.com lumenpulse- www LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 1 / 12 2024.05.27 Copyright©2024 LMPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 2 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S1 Specification Sheet Poles, Arms& Accessories Muffler Pole Surface Finish Super durable resistant exterior polyester powder coating meets AAMA 2604-98 requirements(5-years Florida exposure). A corrosion resistant finish(CRC)pre-finish is available to meet ASTM B-1 17&ASTM D-1654(salt spray resistance)and ASTM D-2247 requirements(humidity resistance). Pole Top Options 2 3/8 in,3 in and 4 in O.D.Tenon Adapter,Flat Cap,Drilling Pattern for Decorative Arms,MCI Arm Style Tenon Adaptor Simple and Double Drilling Pattern for Lumenblade Small, Simple and Double Drilling Pattern for Lumenblade Small (for 3G ANSI C136.31-2010 Vibration Rating for bridge applications) Grounding Terminal Copper single-conductor(UL listed,accessible from pole hand hole) Environmental Environment Dry/damp/wet location Accessories- optional(Order Separately) Arms Banner Arm(top only,or top and bottom) Plant Holder Arm(single or double) Fixture Mounting Universal Yoke Hardware Pressure Gland lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,QC,J4G 2H9,CAN I T 514.937.3003 1 Toll-Free 1.877.937.3003 1 info@lumenpulse.com www.lumenpube.com www.lumenpube.com/products/2798 LMPG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 2 / 12 2024.05.27 Copyright 02024 LMPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 3 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S1 Specification Sheet Poles, Arms& Accessories Muffler Pole Configurations Table Shapes Round Fluted* �°� 4 in,,>� Ion 4 in Ssn 4 in 4 in 4 in 5$n O Muffler bay Q5F Q16 Q8 Q8 QSF Q6 Q8 Q8 � 5 in bin 8 in 8 in 5 in bin 8 in 8 in Round t�raed Maximum Height Aluminium:22 h Aluminium:22 h Aluminium:22 h (material) Aluminium:20 h Steel:22 It Steel:22 h Steel:30 h Aluminium:20 It Aluminium: 22 h Aluminium:22 h Aluminium: 22 h Compatible QB6 QB8, QB8, QB6, QB8, QB8, Base Cover QF 111 6, QC8, QC8, QF PI QC6, QC8, QC8, QM8, QM8' QM8, QM8, Clptions Ql6 QT8 QT8 Q6 QT8 QT8 Compatible BA,PH,PLTU BA,PH,PLTU BA,PH,PLTU BA,PH,PLTU BA,PH BA,PH BA,PH BA,PH Accessories *Available for 3/16 in wall thickness(M)only. [1]Available for aluminum poles only. Consult individual Pole Accessory specification sheet for details. 1220'lumenplubelcomd L www.lumenpubecom/p ducts/279814937.3003 Toll-Free 1.877.937.3003 I info@lumenpulse.com lumenpulse- www LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 3 / 12 2024.05.27 Copyright©2024 LM PG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 4 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S1 Specification Sheet Poles, Arms& Accessories Muffler Pole Anchoring Details Anchor Details Bolt Circle 4x 090' ,J. L B A C E A-Galvanized Steel portion B-The threads of Anchor Bolts must protrude at least 3 in from concrete base. C-(4X)Anchor Bolts,supplied with two Nuts and Flats Washers for each. E -Access Door and Street Side E-Bolt Circle Aluminium Steel Anchor Bolts Bolt Circle Anchor Bolts Bob Circle Muffler base Up to 22 ft Up to 22 ft Up to 22 ft 23 ft to 30 ft Up to 22 ft 23 ft to 30 ft 05 in Muffler Base 03/4 in x 26 in 010 in N/A N/A N/A N/A (OF) 06 in Muffler Base (QB6,QC6,QF,QJ61 08 in Muffler Base JOBS,Qca,oma,oTa) *For 0 5 in pole only(top section) www.lumenplubelcomd L www.lumenpubecom/p ducts/279814937.3003 Toll-Free 1.877.937.3003 I info@lumen pulse com lumenpulse- LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 4 / 12 2024.05.27 Copyright 02024 LMPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 5 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S1 Specification Sheet Poles, Arms& Accessories Muffler Pole Ground Fault Duplex Receptacle Options Detail A A-Top of pole B-Standard location of Ground Fault Duplex 12' I Receptacle(DRG and DRG IU)is 12 in from the Top on door side(consult factory for others i3 configurations). Duplex Receptacle Installation Dimensions DRG-Ground Fault Duplex Receptacle DRG IU-Ground Fault Duplex Receptacle(while in use)* 2"' z„ 31* 1' 16 8 224 416 6" LH FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW,, `Weather-resfistant and lockable cover(padlock by others) The duplex receptacle must be installed in accordance with applicable national and local electrical and construction codes by a person familiar with the construction and operation of the product and the hazards involved.Refer to national and local electrical codes before selecting a duplex receptacle to ensure all requirements are met. 1220'lumenplubelcomd L www.lumenpubecom/p ducts/279814937.3003 Toll-Free 1.877.937.3003 I info@lumenpulse.com lumenpulse- www LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 5 / 12 2024.05.27 Copyright©2024 LMPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 6 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S1 Specification Sheet Poles, Arms& Accessories Muffler Pole Base Cover Options Dimensions 04"pole 04"pole 04„pole 04"pole 42" PJS" 33 3" 34�„ D 317. 0 8 Oil 06 8 06" L0167"—I �013$„j L0134"J �Q)138"-I 8 FRONT VIEW FRONT VIEW FRONT VIEW FRONT VIEW QF Q136 QC6 QJ6 Available with: Available with: Available with: Available with: Q6 Muffler base Q5F Muffler base Q6 Muffler base Q6 Muffler base 04"and 04"and 04"and IM„and 05"pole 05"pole 05"pole 17, 448" 418" 474 ° 474" PJ8 g„ 088,r 088" 088" Li-018$„— 018$"� �—015"- 019"� FRONT VIEW FRONT VIEW FRONT VIEW FRONT VIEW QB8 QC8 QM8 QT8 Available with: Available with: Available with: Available with: Q8 Muffler base Q8 Muffler base Q8 Muffler base Q8 Muffler base lumenpulse 1220 Marie-victorin Blvd.,Longueuil,QC,J4G 2H9,CAN I T 514.937.3003 1 Toll-Free 1.877.937.3003 1 info@lumenpulse.com www'lumenpube.com www.lumenpube.com/products/2798 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 6 / 12 2024.05.27 Copyright 02024 LMPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 7 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S1 Specification Sheet Poles, Arms & Accessories Muffler Pole Banner Arm Dimensions* BA-X-CLMP-1 8-S1 X-4-R BA-X-CLMP-18-S2X-4-R 18 ;e" _I 26" 4516�, Side view Side view 2" 2' Bottom view Bollom view BA-X-CLMP-18-S1X-5-R BA-X-CLMP-18-S2X-5-R n 18" 26Z"� 464" Side view 8 Side view 0 2„ 2" Bottom vie.v Bollom view Order separately,consult Banner Arm specification sheet for details. *Specify banner dimensions,installation height and orientation in the Ordering Specifications section. Plant Holder Arm Dimensions* PH-CLMP-18-SIX-4-R/F PH-CLMP-18-S2X-4-R/F 18" 18"- I - —26' 4516" Side view Side view 2" R,-m_r Bottom view PH-CLMP-18-S1 X-S-R-R/F PH-CLMP-18-S2X-5-R/F 18 l_ 18' 26Z' 464" Side view 8 Side view 2" 2" Bollom view Bottom view Order separately,consult Plant Holder Arm specification sheet for details. *Specify basket dimensions and weight(maximum load 80 Ibs wet),as well as installation height and orientation in the Ordering specifications section. www.lumenplubelcomd L www.lumenpubecom/p ducts/279814937.3003 Toll-Free 1.877.937.3003 I info@lumen pulse com lumenpulse- LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 7 / 12 2024.05.27 Copyright 02024 LMPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 8 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S1 Specification Sheet Poles, Arms & Accessories Muffler Pole Universal Yoke Dimensions A Refer to Straight Pole and Muffler Pole specification sheets A _ 64 00� �- - -- for more information on The drilling pattern for the ` • Universal Yoke o C 1 ea° 4 a° °o wm vL". D r s �E Ga oil, ° f ° o O o° o °°o Hardware varies accordingg to the selected fissure A-Fixed part(Skate included) B-360°swivel part C-(2X)1/4-20 Bolts(included,use to assemble 3600 swivel part to fixed part) D-(2X)3/8-16 Bolts E-(2X)Lock Washer F-(2X)Flats Washer G-For 3/8-16 or 1/4-20 Bolts(included when ordered with a Lumenbeam product,refer to Drilling Pattern of installation instruction for more details) Order separately,consult Universal Yoke specification sheet for details. Pressure Gland Dimensions Cable diameter 1 16" Min. 4"M0x.0 9 16 1/2'NPS Tap hole Thru Order separately,consult Pressure Gland specification sheet for details. 1220'lumenplubelcomd L www.lumenpubecom/p ducts/279814937.3003 Toll-Free 1.877.937.3003 I info@lumenpulse.com lumenpulse- www LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 8 / 12 2024.05.27 Copyright 02024_MPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 9 Index; Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S1 Specification Sheet Poles, Arms& Accessories Muffler Pole Pole Top Options Details TN2-2 3/8 in O.D.Tenon Adapter TN3-3 in O.D.Tenon Adapter TN4-4 in O.D.Tenon Adapter r-7 02j" rOT"i [-04"1 3" 3" 3' 1— L CAP-Flat Cap BRK-Drilling Pattern For Decorative Arms It] BLDS-Sl E 121,BLDS-S2E 131,BLDS-Sl E-3GV Ili and BLDS- S2E-3GV 131-Drilling Pattern for Lumenblade Small 141 1/4-20 2xi3x@ 120°I 8 7" 1' f O0 j 2 [1]Consult Decorative Arm specification sheets for more details. [2]Standard orientation for Sl E configuration is 00(access door) [3]Standard orientation for S2E configuration is 0'and 180'from access door. [4]Flat cap included. lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,QC,J4G 2H9,CAN I T 514.937.3003 1 Toll-Free 1.877.937.3003 1 info@lumenpulse.com www.lumenpube.com www.lumenpube.com/products/2798 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 9 / 12 2024.05.27 Copyright 02024 LMPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 10 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S1 Specification Sheet Poles, Arms& Accessories Muffler Pole Pole Accessory Drilling Patterns PG-Pressure Gland Drilling Pattern 0 1/2"NPS Thru Specify height and orientation I PLTU-Universal Yoke Drilling Pattern Round Pole Shape Square Pole Shape PLTU — PLTU Mounting tenon no Mounting tenon ° 3" ° 3" PG Drilling PG DrilGog lPressure(Mond (Pressure Gland is included with 1 is included with PLTU accessory) 2 PLTU accessory) At 45'from the PLTU Mounting Tenon 2 L 2 c o a Specify height Specify height and orientation and orientation lumenpulsemm 1220 Marie-vlctorin Blvd_Longueuil,QC,J4G 21-19 CAN I T 514.937.3003 1 Toll-Free 1.877.937.3003 1 info@lumenpulse.com www.lumenpulse.com www.lumenpulse.com/products/2798 LMPG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 10 / 12 2024.05.27 Copyright 02024 LM P G Inc. EM-R19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 11 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S1 Specification Sheet Poles, Arms & Accessories Muffler Pole Ordering Specifications (Specifications Are Used For EPA Calculations)* 180° 180- 270' ==�190' 270 90° r 0' 0' (Access door) (Access door) Height Orientation (consult'configurotion table" Weight Dimensions Pr0duct code (0",90', 180',270'l section for maximum height) (please specify weight of accessories) (please specify dimensions of aocessories( 1 2 3 4 5 6 7 8 9 10 *In addition to specifying installation height and orientation,don't forget to include specific details for each accessory: Universal Yoke(PLTU)/Small and Large Skate for Lumentech(SSK,LSK) -If used with a fixture from another manufacturer,consult factory. Banner Arm(BA) -Specify banner dimensions. Street Sign holder(SSH) -Specify dimensions of sign to be mounted on Street Sign Holder. Plant Holder Arm(PH) -Specify basket size and weight(maximum 80lbs wet). Pressure Gland(PG) -If used with a fixture from another manufacturer,specify the weight and dimensions of this fixture. 1220'lumenplubelcomd L www.lumenpubecom/p ducts/279814937.3003 Toll-Free 1.877.937.3003 I info@lumenpulse.com lumenpulse- www LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 11 / 12 2024.05.27 Copyright 02024_MPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 12 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S1 Specification Sheet Poles, Arms& Accessories Muffler Pole How to Order Pole(') Pole Material I Shapes Height I') all Thickness Muffler base Finish Base Cover Pole Top Options Option Anchor Bolts dimensions Is) dimension Options Option PL-M AL 10 L Q5F BK 5i TN2 DRG AB Muffler Pole 4 in Aluminum Round 10 ft 1/8in QSF fluted Black 5 in base 2 3/8 in O.D.Tenon Adapter Ground Anchor muffler Sand}exc9 cover CIF Fault Duplex Bolts(1 1) 5 STL F 11 M base for 4 in pole TN3 Receptacle 5 in Steel Fluted(z)I31 11 ft 3/16 in Q6 BRZ 3 in O.D.Tenon Adapter (14) Bronze QBb 12 H Q6 muffler Sandtex® 6 in base TN4 DRG IU 12 ft 1/4 in base cover QB6 4 in O.D.Tenon Adapter(9) Ground SI for 4 in pole Fault Duplex 13 W Q8 Silver CAP Receptacle 13 ft 5/16 in Q8 muffler Sand}ex® QC6 Flat Cap (while in base 6 in base use)(14) 14 BKTX cover QC6 BRK TP 14 ft Textured for 4 in pole Drilling Pa}}ern for Black QJb Decorative Arms Tamper- Proof 15 ft BRZTX bin base BLDS-SIE Screws Textured cover QJ6 Simple Drilling Pattern for 16 Bronze Non- for 4 in pole Lumenblade Small(10)P 1) CRC 16 ft Metallic Corrosion - QB8 BLDS-SIE-343V resistant 17 GRATX 8in base coating I's) Textured cover QB8 Simple Drilling Pattern for co 17 ft Medium for 4 in and Lumenblade Small(for 3G Me 5 in pole AN51 C136.31-2010 Vibration GALV 1g Y Rating for bridge Galvanized 18 ft GRNTX QC8 applications( Steel(I') 19 Textured 8in base BLDS-S2E 19 ft Green cover QCS Double Drilling Pa}}ern for PLTU for 4 in and Lumenblade Small 1101 pp ps1 Universal W 11TX 5 in pole Yoke drilling 20 ft Textured QM8 BLDS-S2E-3GV pattern l'61 White Double Drilling Pa}}ern for PG 21 8in base Lumenblade Small(for 3G CC cover QM8 gNSI C136.31-2010 Vibration Pressure 21 ft for 4 in and Gland Custom Rating for brid e Color& 5 in pole applications)Ill drilling Finish I6)IA pattern I'61 22 ft (al oTB TNMCI 8 in base MC Arm Style Tenon 23 cover QT8 Adaptor(131 23 ft for 4 in and 5 in pole 24 24 ft 25 25 ft 26 26 ft 27 27 ft 28 28 ft 29 29 ft 30 Maximum height 30 ft Notes: 1.Consult Related Products section on webpage for a selection of compatible accessories(sold separately). 10.Flat cap inclutletl. 2.Available for 3/16 in wall thickness only Consvlf factory far availability wlth flutetl shape poles. 3.Available for 04 in and 05 in aluminum do,only. 12.Available for 4 in poles with wall thicknesses L and M onlywhen combined with a round shape.Available for 4 in poles with wall 4.Consult Configuration fable of specif anon sheet for more tletails regartling restrictions on base covers and pole heights. thickness M only when combinetl with a flutetl shape. S.Determinedb Lvmen vke. 13.TNMCI Tenonadaptorrequiredwhen MCI post-toparmstyleselected. 6.Specify RAL number followed by'TV for textured finish(ex:RAL9007TX)or STX for Sandtex finish Iex:RAL9007STX).textured or 14.Only nne duplex receptacle can be specified byfature. Sandtex finshes are recommended far the durability of all products.If a finish¢not specRietl with the RAL number Iex:RAL900]). 15.Automatically inclvtle I when a steel pole is specified. a glossy finish will be provided.Please consult factory for other RAL textures and glossas,or to match alternate color charts.Final 16.Use onlywhen exposed tp self spray.This option is not requFed for normal outdoor exposure. color matching results may vary. 17.Only available for steel poles with textured finish(immersion marks may occur). 7.Setup charges apply far RAL colors.Consult factory for details. 18.Consult factory far detats. 8.Longer lead times can be expected for custom RAL color finishes. 19.Anchor bolts provided with double nuts,washers and template.One template provided for every 5 poles. 9.TN4 tenon adaptor not requietl with 4 in..no pole. lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,QC,J4G 2H9,CAN I T 514.937.3003 1 Toll-Free 1.877.937.3003 1 info@lumenpulse.com www'lumenpube.com www.lumenpube.com/products/2798 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 12 / 12 2024.05.27 Copyright 02024 LMPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 13 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S1 Specification Sheet allegra Allegro Medium Project Name Qty Type Catalog/Part Number 198" 198 198' L r -026 8 t� 026 r '020z' ='200 ALG7202 ALG7204 ALG7200 ILLG7202 AlGT104 j 198" 198' 19� r 0273' }I 026X - '0201' ALG7440 13 ALG7224 8 AWM4 2 ALG' _0 flIG7222 ALG7224 Distributions Description The Allegro Medium is a durable,stylish l for urban Q 00 lighting applications,including pedestrianan plazas,residential streets and collector roads.Offering a choice of outputs,color Typell T,i- 1, Type IV Type`d';<111311 temperatures,and distributions,the Allegro Medium is elegance personified. Mona Features Type II Type III Type IV Type V Color and Color Temperature 2200K,2700K,30DOK,3500K,4000K,5700K Backlight shield Backlight shield Backlight shield Softsite Distributions Type II, ype III or Type IV(with or without backlight shield),Type Colors and Color Temperatures 5 square and Type V Softsite -1) Options Corrosion-resistant coating for hostile environments,Surge protector 2200K2700K 3000K 3500K 4000K 5700K ..............................................-.....-.............-.....-.............-.............-.....-.............-.-.............-....................-.............-.....-.............-....................-.............-.....-.............-.....-.............-.............-.....-.............-.....-.............-.............-.....-.............-. Mounting Options Pendant Medium(4-Bolt Tenon Adaptor),Side Internal(2 3/8 in Control Tenon) ON/OFF 0-1 OV Warranty 5-year limited warranty Rating Performance IP66 (optical chamber) Output(nominal lumens) Minimum 30001m/Maximum 170001m ._...._ ....._. _- _-._- Color Rendering 3 SDCM for CRI 70+and 2 SDCM for CRI 80+ Certifications Lumen Maintenance TM-21 L70 527,000 hrs(projected,To 77°F),36,000 hrs(reported, To 77°F) c DL us Dark Sky Dark sky compliant(2200K,2700K and 3000K color temperatures,BUG rating of UO) Physical Housing Material Die cast low copper 360 aluminum alloy Lens Material Optical tempered clear glass(Clearsite lens),Optical tempered opal glass(Softsite lens) Weight Up to 35 Ibs lumenpulse nfo@lu ne plulsoelcomd.,Longwww.lu enp becomA T United States www.kimenpube.com/pmducts/2&% Canada 1.877.937.3003 514.937.3003 F514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 1 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 14 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S1 Specification Sheet allegra Allegra Medium EPA Up to 1.13 sq ft Surface Finish Super durable resistant exterior polyester powder coating meets AAMA 2604-98 requirements(5-years Florida exposure),a corrosion resistant finish(CRC)pre-finish is available to meet ASTM B-1 17&ASTM D-1654(salt spray resistance)and ASTM D- 2247 requirements(humidity resistance). Electrical and control Voltage 120 volts, 08 volts,240 volts,277 volts,347 volts,480 volts Control On/Off control,0-1 OV dimming Environmental Storage Temperature -40 OF to 122 OF(device must reach start-up temperature value before operating) Start-up Temperature -40 OF to 104 OF(-13 OF to 104 OF for 120V combined with M80, L170,L30 Softsite,L50 Softsite or L70 Softsite output) Operating Temperature -40 OF to 104 OF(-13 OF to 104 OF for 120V combined with M80, L170,L30 Softsite,L50 Softsite or L70 Softsite output) Ingress Protection Rating IP66(optical chamber) Environment Dry/damp/wet location Decorative arms(order separately, consult related specification sheets for details) Compatible decorative arms Pendant-Mount Decorative Arm:P4-Pendant Medium(4-Bolt Tenon Adaptor)Luminaire Mounting Option with DT6,CS2,CS4, CS6,CS12,CS13 and MC5 Arm Style.,Side-Mount Decorative Arm:SI2-Side Internal(2 3/8 in Tenon)Luminaire Mounting Option with PU2,PU4,PUS,PU8,CS12 and CS13 Arm Style. lorin d.,Long eb 119, A T United States ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/pmdcts/265 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 2 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 15 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S1 Specification Sheet allegra Allegro Medium Photometric information Type II,4000K,CRI 70+ Nominal output Typical delivered Efficiency BUG Rating Typical maximum power [Im] output[Im] (Im/W) B U G 120/277V(W) S40 3,376 109 1 0 1 31 S60 5,204 95 1 0 1 55 ARSO 6,892 108 2 0 1 64 ** - M110 9,423 102 2 O 2 92 M150 12,518 95 2 0 2 132 L170 14,023* 96 3* 0* 2* 146 Type III,4000K,CRI 70+ Nominal output Typical delivered Efficiency BUG Rating Typical maximum power [Im] output[Im] (Im/W) B U G 120/277V(W) S40 3,801 123 1 0 1 31 S60 5,861 107 1 O 1 55 M80 7,761 121 2 0 2 64 M110 10,612 115 2 0 2 92 M150 14,097 107 3 0 2 132 L170 15,792* 108 3* 0* 2* 146 Type IV,4000K,CRI 70+ Nominal output Typical delivered Efficiency BUG Rating Typical maximum power [Im] output[Im] (Im/W) B U G 120/277V(VV) S40 3,529 114 1 0 1 31 0 row- S60 5,441 99 1 0 1 55 M80 7,205 113 2 0 2 64 Milo 9,852 107 2 0 2 92 M150 13,087 99 3 0 3 132 L170 14,662* 100 3* 0* 3* 146 Type V square,4000K,CRI 70+ Nominal output Typical delivered Efficiency BUG Rating Typical maximum power A [Im] output[Im] (Im/W) B U G 120/277V(W) S40 3,844 124 2 0 1 31 S60 5,927 108 3 O 1 55 M80 7,849 123 3 0 1 64 Milo 10,733 117 3 0 2 92 M150 14,257 108 4 0 2 132 L170 15,980* 110 4* 0* 2* 146 Type V Softsite,4000K,CRI 70+ Nominal output Typical delivered Efficiency BUG Rating Typical maximum power [Im] output[Im] (Irri B U G 120/277V(W) L30 2,647 58 1 0 1 46 L50 5,134 53 2 0 1 97 L70 6,979 48 2 0 1 146 *Photometric performance is measured in compliance with IESNA LM-79-08.Due to rapid and continous advance in LED technology,photometric information is subject to change without notice. lorin d.,Long eb A T United States ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/pmdcts/265 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 3 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 16 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S1 Specification Sheet allegra Allegra Medium lorin d.,Long eb A T United States ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/pmdcts/265 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 4 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 17 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S1 Specification Sheet allegra Allegro Medium Optical System LED board size Small(40001m to 60001m) Medium(80001m to 150001m) Large(170001m) ®B 9 98 9 Q ®® Type V Softsite is available with large LED board only(30001m to 70001m). Backlight shield* 40 *Small,Medium and Large LED boards size have the some full coverage backlight shield pieces. *Backlight sheild available with Type II,Type III and Type IV only. *Backlight shield is factory installed. lorin d.,Long eb 119, A T United States ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/pmdcts/265 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 5 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 18 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG720O-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S1 Specification Sheet allegra Allegro Medium Typical wiring diagrams Wiring color code Color Black White Green Purple Gray use Line line/Neutral Ground 0-10V+ 0-10V- On/Off Control(NO) On/Off Control(NO)-wiring detail - A B C D E D r I A-To fixture B-Line A C-Line/Neutral D-Ground E-Not required F-Wire-nuts(by others) g C 161i�lIIdI'�II Illdl I� na en=n_u ID I J G-Conduit(by others) • -I H-To next fixture A-Power input(120-480V,wiring by others) I-Power input or from previous fixture B-Conduit(by others) C-Power wiring(by others) D-Allegra medium • Consult factory for specific applications and maximum fixture count/cable length recommendations. lorin d.,Long eb A T United States ul Canada 1.877.937.3003 514.937.3003 IF 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/pmdcts/265 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately b / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 19 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S1 Specification Sheet allegra Allegro Medium 0-IOV dimming(DIM) 0-1OV dimming(DIM)-wiring detail F B C D _E F M, n. -rdi A r A-To fixture B-O-IOV+ C-O-IOV- D-Line s p E E-Line/Neutral F-Ground G-Wire-nuts(by others) A-Dimmer(by others) H-Conduit(by others) B-Data wiring(by others) I-To next fixture C-Power input(120-48OV,wiring by others) J-Power input and from third party dimmer or from previous fixture D-Conduit(by others) E-Power and data wiring(by others) F-Allegro medium • Consult factory for specific applications and maximum fixture count/cable length recommendations. • 0-1 OV mA ratings:passive dimmer(Current Sink):3mA per fixture,active dimmer(Current Source):0.5mA per fixture. • 1%minimum dimming value. Mounting options P4-Pendant Medium(4-Bolt Tenon Adaptor) SI2-Side Internal(2 3/8 in Tenon) A _ C(2X) B D(4x @ 90°( r 3 )g, L C El= B A028 021. 16 RD A-Decorative Arm A-Decorative Arm B-4-Bolt Tenon Adaptor C-Luminaire B-SI2 Tenon Adaptor C-3/8-16 Bolt and Lock Washers D-(4x)03/8 in x 1 in Bolt(included with luminaire).03 3/4 in Bolt Circle D-Luminaire lorin d.,Long eb A T United States ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/pmdcts/265 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 7 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 20 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S1 Specification Sheet allegra Allegra Medium P4- Pendant Medium (4-Bolt Tenon Adaptor)Arm Style Dimensions lumenpulsemm 1220 Marie-Vlctorin Blvd.,Longueuil,QC,J4G 2H9.CA T United States 617.307.5700 1 Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info:Alum enpu lse.com www.lumenpulse.com www.lumenpulse.com/products/2656 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 8 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 21 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S1 Specification Sheet allegra Allegra Medium DT6 Arm Style CS2 Arm Style CS4 Arm Style 164' 8" 411' 6 " 40 I P, 2 1„ 2 4 1 18 2" 1^ SIDE VIEW 15 2 S1X Sill• 0 S2E 228" W1 � 45606 �13„ 25$. 274. 1 27 8' 294"- `TF F VF`N `,m"VIFW Wirt-- six SIE S2E Wlx 11`--'� six i.— SIE — S2E --, 4 5 6 f 4 5 6 CS6 Arm Style CS12 Arm Style CS13 Arm Style 384, ---f 324" 20 4„ 58 4„ 112• II� 35 2" — ' —f 371 24' 101' SIDE vlEw SIDE VIEW i Six S1E — S2E Sill —o S2E o---o 20„ W1X�--O::j 4 5 6 450 , 22" SIDE vlEvv W1XD--0 SIX)-0 SIE•--0 S2E 0-----0 45609 MCS Arm Style 308"274" 11 ' 17j- I� 19a" SIDE VIEW W1+ SIX}-o SlE- 0 S2E0----o 4 5 60w • Mid-pole/mid-luminoire distance is bases on 4 in pole(add 1/2 in for 5 in pole and 1 in for 6 in pole). lumenpulse nfo@fume plulsorin e.comd.,Long www.lumenp4kecomA T United States www.ki enpubeclom/pmduclts/2&%da 1.877.937.3003 514.937.3003 F514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 9 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 22 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S1 Specification Sheet allegra Allegra Medium S12- Side Internal(2 3/8 in Tenon)Arm Style Dimensions lumenpulsemm 1220 Marie-Vlctorin Blvd.,Longueuil,QC,J4G 2H9.CA T United States 617.307.5700 1 Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info:Alum enpu lse.com www.lumenpulse.com www.lumenpulse.com/products/2656 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 10 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 23 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S1 Specification Sheet allegra Allegra Medium PU2 Arm Style PU4 Arm Style - 27 LRG:55' �ML: 2,� i 444, 278" 26$• —f 4 104• 13 468• 4 414• 152' •1- 488' SIDE VIEW SIDE VIEW SMIL^O LRG---O ME•-0 S2E O----O 40 45608 PUS Arm Style PU8 Arm Style ' T 134' 164' S' 204' 9' 11' 348" S1DE VIEW 14' 1 368" WIXD--G SIX}— s1E ---,� S2E C--Q--O SIDE VIEW S3E T S3Y� ME Cy--O S1E — S2E "-�O bb bb 4 5 6 4 5 6 CS12 Arm Style CS13 Arm Style 324' 58 1' 35 3- 4 2. 37 2' 15" SIDE VIEW Wl X�—O S i X)— S 1 E •--i7 $2E O--�O 45606 24' 26' SIDE VIEW W 1 X D--O SIX�-O S1 E.--O S2E 0--p 45608 • Mid-pole/mid-lu mina ire distance is bases on 4 in pole(add 1/2 in for 5 in pole and 1 in for 6 in pole). lumenpulse nfo@lu ne plulsorin e.comd.,Longwww.lumenp4 kecom119, A T United States www.ki enpube clom/pmduclts/2&%da 1.877.937.3003 514.937.3003 F514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 11 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 24 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S1 Specification Sheet allegra Allegra Medium lorin d.,Long eb A T United States ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/pmdcts/265 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 12 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 25 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S1 Specification Sheet allegra Allegra Medium How to order Housing 0) Voltage Lens Output(nominal Color and Color Color Rendering Distributions Finish Control Options Mounting lumens) Temperature(7) Options ALG7200 120 CSL S40 22K CRI 70 BK DIM CRC 14 Allegro 7200 120 volts Clearsi}e lens 40001m le) 2200K W CRI 70+191 Type II Black 0.10V dimming Corrosion- Is Iz)ro) Santl}ex® 1'^' rests}ant Metlium(4-Bolt ALG7202 208 S60 27K CRI 80 2BLS coating Ilsl 11 e1 Tenon Allegro 7202 208 volts SSL 60001m 2700K 01 CRI 80+(11) Type 11 BRZ Adaptor) Softsite lens(4) backlight Bronze SP ALG7204 240 'sl M80 30K Shield Sandtex® Surge SI2 Allegro 7204 240 volts 80001m 3000K protector Side Internal 3 SI (2 3/8 in Tenon) ALG7220 277 M710 35K Type III Silver Sandtex® Allegro 7220 277 volts 11 OOOIm 3500K 38L5 BKTX ALG7222 347 M150 40K Type III Textured black Allegro 7222 347 volts 15 0001m 4000K backlight shield BRZTX ALG7224 480 L170 57K Textured 4 Allegro 7224 480 volts 170001m 5700K bron2enon- Type IV metallic L30 30001m Softsite 4BLS GRATX Is) Type IV Textured backlight medium gray 1.50 shield s0001m Softsite GRNTX 5S Textured green Type V square L70 W HTX 70001m Softsite 5 Textured white Ty (S) pe V Sof}site CC Custom color 8,finish III)n2) pa) Notes: 1.Consult Related Products section on webpoge for selection of compatible decorative arms,decorative poles(sold 10.Binnin within a 2-ste MacAdom chose,with the exception of 2200K and 5700K. orate 11.Specify RAL number folbwed by"TX'for textured finish ilex:RAL9007TX)or STX for Sandie.finish(ex:RAL9007STX).Texfured 2.Available with S40,S60,M80,MI 10,M 150 and L170 output option only. or Sandbox finishes are recommended for the durability of all products.If a finish is not specified with the RAL number(ex: 3.Available with types 2,2BLS,3,3BLS,4.4BLS and 5S dishibution only. RAL9007),a gbssy finish will be provided.Please consult factory for other RAL textures and glosses,or to match alternate color 4.Available with L30,L50 and L70 output opfcno only. charts.Final color matching results may vary. 5.Available with type 5 distribution only. 12.Setup charges apply for RAL colors.Consult factory for defers. 6.Available u to 277V. 13.Longer lead times can be expected for custom RAL color finishes. 7.Consult factor for more color he rotate o fans. 14.DIM control can be used as NO On/off control'rf no data is re aired. 8.Available for CRI 80 only. 15.Use only when exposed to salt spray.This option is not r,quied for normal outdoor exposure. 9.Binning within a 3-step McAdam ellipse,with the exception of 5700K. 16.Setup charges apply.Consult factory for tlefails. lold.,Long eb A T United States l ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulsecom www.lunpecom www.kienpubecom/podcts/265 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 13 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 26 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S1E-4-R-M-BRK-BK S1 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family Project Name City Type Catalog/Part Number — P3-Pendant Small P4-Pendant Medium (3-Bolt Tenon Adaptor) (4•Bolt Tenon Adaptor) CS4 Arm Style with S1E Configuration Shown Arm Style Description Rod The Pendant-Mount Arm is designed for use with the Allegro family.Available in multiple styles,configurations,and finishes, the Pendant-Mount Arm allows your project the flexibility it DMO CMO DT6 deserves.The Pendant-Mount Arm is compatible with Lumentech Smart Poles,as well as Lumenpulse Straight and Muffler poles. Features Luminaire Mounting Options Pendant Small(3-Bolt Tenon Adaptor) Pendant Medium(4-Bolt Tenon Adaptor) CS2 CS4 CS6 Options Corrosion-resistant coating for hostile environments,5-Pin Receptacles with and without shorting cap,7-Pin Receptacles with and without shorting cap,photocell button Warranty 5-year limited warrantyri Physical Housing Material Extruded aluminum CS12 C513 MC5 Hardware Material Stainless steel Configurations Surface Finish Super durable resistant exterior polyester powder coating meets AAMA 2604-98 requirements(5-years Florida exposure),a W1X 11r-0) Wall Mounting Arm corrosion resistant finish(CRC)pre-finish is available to meet ASTM B-1 17&ASTM D-1654(salt spray resistance)and ASTM D- S1X Variable Height Mounting Arm 2247 requirements(humidity resistance). S1E O Single Tenon Mounting Arm Environmental S2E 0----0 Double Tenon Mounting Arm Environment Dry/damp/wet location Certifications lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,QC J4G 2H9 CA T United States 617.307.5700 1 Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info@lum enpulse.com www.lumenpube.com www.lumenpube.com/products/2159 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 1 / 10 2021.05.11 copyright©2021 LMPG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 27 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S1E-4-R-M-BRK-BK S1 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family EPA Table- Round Pole Shape P3-Pendant Small(3-Bolt Tenon Adaptor)Round Arm Style EPA Arm Style Arm Configurations W1X S1X S1E --0 S2E CMO EPA 0.81 sq.ft. Weight 5.23lbs. N/A EPA 0.73 sq.ft. DMO Weight 5.63lbs. DT6 EPA 0.52 sq.ft. 0.52 sq.ft. 0.51 sq.ft. 1.03 sq.ft. Weight 5.11bs. 5.11bs. 8.1lbs. 12.1lbs. EPA 1.8 sq.ft. 1.8 sq.ft. 2.87 sq.ft. 4.9 sq.ft. C52 Weight g 7.3916s. 7.3916s. 21.0416s. 31.6516s. EPA 0.87 sq.ft. 0.87 sq.ft. 1.08 sq.ft. 1.97 sq.ft. C54 Weight 9.03lbs. 9.031bs. 14.88lbs. 23.361bs. CS6 EPA N/A N/A 0.93 sq.ft. 1.43 sq.ft. Weight 16.23 lbs. 25.88 lbs. C514 EPA 0.43 sq.ft. 0.43 sq.ft. 1.61 sq.ft. 2.08 sq.ft. Weight 8.44lbs. 8.44lbs. 35.21bs. 43.04lbs. EPA 0.69 sq.ft. 0.69 sq.ft. 1.98 sq.ft. 2.23 sq.ft. C513 Weight 10lbs. 10lbs. 16lbs. 23Ibs. MC5 EPA 1.84 sq.ft. 1.84 sq.ft. 2.07 sq.ft. 3.23 sq.ft. Weight 15.2 lbs. 15.2 lbs. 16.25 lbs. 27.13 lbs. P4-Pendant Medium(4-Bolt Tenon Adaptor)Round Arm Style EPA Ann Style Arm Configurations W1X�- 51X )_- S1E --O S2E o- o DT6 EPA 1.12 sq.ft. 1.12 sq.ft. 1.13 sq.ft. 2.10 sq.ft. Weight 5.1lbs. 5.1lbs. 8.1lbs. 12.1Ibs. EPA 1.83 sq.ft. 1.83 sq.ft. 3.02 stilt. 6.04 sq.ft- weight Weight 739lbs. 739lbs. 21.04lbs. 31.65lbs. EPA 1.33 sq.ft. 1.33 sq.k. 2.11 sq.ft. 3.53 sq.ft. C54 Weight 9.03lbs. 9.03lbs. 14.88lbs. 23.36lbs. EPA 1.52 sq.ft_ 2.79 sq.ft. C56 Weight N/A N/A 16.23 Ibs. 25.88 lbs. EPA 0.38 sq.ft. 0.38 sq.ft. 1.95 sq.ft. 2.39 sq.ft. CSIs Weight g 5.1716s. 5.1716s. 35.21bs. 43.0416s. EPA 1.05 sq.ft. 1.05 sq.ft. 1.84 sq.ft. 2.81 sq.ft. C513 Weight g 11 lbs. 11 lbs. 16 lbs. 23Ibs. MC5 EPA 1.84 sq.ft. 1.84 sq.ft. 1.84 sq.ft 3.68 sq.ft. Weight 15.21bs. 15.2lbs. 16.25lbs. 2713lbs. lumenpulsemm 1220 Marie-Vlctorin Blvd.,Longueuil,QC J4G 2119 CA T United States 617.307,5700 I Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 infoslumenpulse.com www.lumenpulse.com www.lumenpulse.com/products/2159 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 2 / 10 2021.05.11 copyright©2021 LM PG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 28 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S1E-4-R-M-BRK-BK S1 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family EPA Table- Square Pole Shape P3-Pendant Small(3-Bolt Tenon Adaptor)Square Arm Style EPA Arm Configurations Arm Style W1X� SIX I--O S1E 0 s2E O----C) CMO EPA 0.81 sq.ft. Weight 523lbs. N/A DMO EPA 0.73 sq.ft. Weight 5.63lbs. DT6 EPA 0.52 sq.ft. 0.52 sq.ft. 1.25 sq.ft. 1.88 sq.ft. Weight 5.11bs. 5.11bs. 8.1lbs. 12.11bs. CSZ EPA 1.8 sq.ft. 1.8 sq.ft. 4.4 sq.ft. 6.23 sq.ft. Weight 7.39lbs. 7.39lbs. 21.041bs. 31.65lbs. EPA 0.87 sq.ft. 0.87 sq.ft. 1.68 sq.ft. 2.25 sq.ft. C54 Weight g 9.0316s. 9.031bs. 14.8816s. 23.3616s. EPA 0.43 sq.ft. 0.43 sq.ft. 4.31 sq.ft. 4.65 sq.ft. C514 Weight g 8.441bs. 8.4416s. 35.216s. 43.0416s. EPA 0.69 sq.ft. 0.69 sq.ft. 2.5 sq.ft. 3.1 sq.ft. CS13 Weight 10lbs. 10lbs. 16lbs. 231bs. NICS EPA 1.84 sq.ft. 1.84 sq.ft. 2.41 sq.ft. 3.26 sq.ft. Weight 15.2lbs. 15.21bs. 16.251bs. 27.13lbs. P4-Pendant Medium(4-Bolt Tenon Adaptor)Square Arm Style EPA Arm Style Arm Configurations W1X SIX I--O S1E ---0 S2E 0--o DT6 EPA 1.12 sq.ft. 1.12 sq.ft. 1.71 sq.ft. 2.78 sq.ft. Weight 5.1lbs. 5.1lbs. 8.1lbs. 12.11bs. EPA 1.83 sq.ft. 1.83 sq.ft. 5.1 sq.ft. 7.4 sq.ft. CSZ Weight 739lbs. 739lbs. 21.04lbs. 31-65lbs. EPA 1.33 sq.ft. 1.33 sq.ft. 2.95 sq.ft. 4.78 sq.ft. C54 Weight g 9.0316s. 9.0316s. 14.8816s. 23.3616s. EPA 0.38 sq.ft. 0.38 sq.ft. 4.44 sq.ft. 4.93 sq.ft-Weight 5.17lbs. 5.17lbs. 352lbs. 43.04lbs. EPA 1.05 sq.ft. 1.05 sq.ft. 2.64 sq.ft. 3.36 sq.ft-Weight 11lbs. 11lbs. 16lbs. 23lbs. MCS EPA 1.84 sq.ft. 1.84 sq.ft. 2.67 sq.ft. 3.8 sq.ft. Weight 15.2lbs. 15.2lbs. 16.25lbs. 27.13lbs. lumenpulsemm 1220 Marie-Vlctorin Blvd.,Longueuil,QC J4G 2H9 CA T United States 617.307,5700 I Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 infoslumenpulse.com www.lumenpulse.com www.lumenpulse.com/products/2159 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 3 / 10 2021.05.11 copyright©2021 LM PG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 29 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S1E-4-R-M-BRK-BK S1 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family P3 - Pendant Small(3-Bolt Tenon Adaptor)Arm Style Dimensions CMO Arm Style DMO Arm Style DT6 Arm Style q 7• 41 198' —f 8 I 2 1621 8 12 L 163.. . L q 161. SIDE VIEW 2 I�17 W1XD--o 18 2" SIDE VIEW SIDE VIEW WIXP*- W1XD--O six)— SlE — S2E �C 4 5 6 CS2 Arm Style CS4 Arm Style CS6 Arm Style 304" 40 I 12" 33" " 1 g 224• 191" 8 IL1. L 251. 18 20 j'n L 162. 8 271' SIDE VIEW SIDE VIEW SIDE NEW 8 SIX)--O S1E•--0 S2E 0— S1E— S2E -- -0 wlxD--o SIX?-O SlE—O S21E 45606 4 5 45608 CS12 Arm Style CS13 Arm Style MC5 Arm Style 324" 30'274' 10 � 8 58 4„ 18„ 35-2 I 178" _V 371 III 198. 10$• SIDE VIEW SIDE VIEW W1X�-o SIX)-0 S1E�-0 S2E o- o WIX F 0 SIX)—O S1E� 0 S2E 0� 0 }I— 456cm ,1 45600 2 ' 22' SIDE VIEW W1XP--0 SIIX1—O S1E—O S2E O+O 45608 • Mid-pole/mid-lu mina ire distance is bases on 4 in pole(add 1/2 in for 5 in pole and I in for 6 in pole). lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,QC J4G 2H9 CA T United States 617.307.5700 1 Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info@lum enpulse.com www.lumenpube.com www.lumenpube.com/products/2159 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 4 / 10 2021.05.11 copyright©2021 LMPG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 30 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S1E-4-R-M-BRK-BK S1 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family P4- Pendant Medium (4-Bolt Tenon Adaptor)Arm Style Dimensions DT6 Arm Style CS2 Arm Style CS4 Arm Style F --- — ---% 164' 161" ° 412. 2 4014' 181" 15I„ SIDE MEW 2 W1X�--O S1Xj`O S1E 52E 228 1.tL25i.4560S8 U 271. 4 271 I- 291 - SIDE VIEW SIDE VIEW W1X�--O S1X}—O ME. 0 S2E W1X�—O S1X}— S1E--- S2E 4 5 60 4 5 6 CS6 Arm Style CS12 Arm Style CS13 Arm Style 38 i" 324" 4 204" 58 1 �1�• 35 2" ' f 372„ ` 24" I 101" SIDE VIEW SIDE VIEW , W1X"�--O six S1E— S2E --�O S1EO WE O----o � �^ - 4 5 6 450 22' - SIDE VIEW W1x' S1X)-- S1E S2E 4 5 6 MCS Arm Style f 308"274" UL 171" SIDE VIEW 198" W1X�--O SIX)-0 S1E0 S2E 0— 0 45608 • Mid-pole/mid-lu mina ire distance is bases on 4 in pole(add 1/2 in for 5 in pole and 1 in for 6 in pole). lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,QC J4G 2H9 CA T United States 617.307.5700 1 Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info@lum enpulse.com www.lumenpube.com www.kimenpube.com/products/2159 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 5 / 10 2021.05.11 copyright©2021 LMPG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 31 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S1E-4-R-M-BRK-BK S1 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family Wall Mounting Arm (W1X) Configuration Mounting Plate Details CMO and DMO Arm Style Mounting Plate DT6 and CS4 Arm Style Mounting Plate 2" 4g" + I 22 2. A e 6,' 9a" A 0 0 01" fdl" I 1 mB'-. e e r 6" 8 1 $ 21. 0 1 I 2 B 59 J ill CS2 and CS12 Arm Style Mounting Plate CS13 Arm Style Mounting Plate MC5 Arm Style Mounting Plate 5 J' - 5' 31' - 3!, 32' ' B o 25. 13 0 .A o o f 064 64 4 142' 16' 1 1 4" 222' 24' o 341 36 A �25. 0�. � 64 24. 0 0 A 03, 4 24' o 0 A-Wire-Feeding Location B-(4x)03/8-16 Bolts(not included) • Choose an electrical box of appropriate dimensions. nfo@lu ne plulsoe.comd.,Longw w.lumen4pubecom www.kimenpube.com/product/2159a 1.877.937.3003 514.937.3003 F514.937.6289 lumenpulse LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 6 / 10 2021.05.11 copyright©2021 LM PG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 32 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S1E-4-R-M-BRK-BK S1 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family Variable Height Mounting Arm(SIX) Configuration Mounting Plate Details DT6 Arm Style Mounting Plate CS4 Arm Style Mounting Plate 4' �- '4 A o of 3" 7 g4 41„ 61 �" 8 2" 2 4 32" ---1 1 B B �1., A B 2 32" CS2 and CS12 Arm Style Mounting Plate CS13 Arm Style Mounting Plate MC5 Arm Style Mounting Plate 4,. _ 4• _ 4" 1 B -o + A o— , fd32' 032" 0 4 14?. 1<, 1 1 q" 22 2' 24' 342' 36' �A, 1B5" 4 �32 21. 0 A 04" 24. 0 A-Wire-Feeding Location B-Straight and Muffler Pole:(2x)03/8-16 Thru Bolts(included) Lumentech Smart Pole:(2x)07/16-14 Bolts(included) lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,QC J4G 2H9 CA T United States 617.307.5700 1 Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info@lum enpulse.com www.lumenpube.com www.lumenpube.com/products/2159 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 7 / 10 2021.05.11 copyright©2021 LMPG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 33 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S1E-4-R-M-BRK-BK S1 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family Luminaire Mounting Option Details - Luminaire/Arm style Junction P3-Pendant Small(3-Bolt Tenon Adaptor) P4-Pendant Medium(4-Bolt Tenon Adaptor) A A B D(4x @ 90*) B D(3x 0120*) C = _ C A-Decorative Arm A-Decorative Arm B-3-Bolt Tenon Adaptor B-4-Bolt Tenon Adaptor C-Luminaire C-Luminaire D-(3x)01/2 in x 1 in Bolt(included with luminaire).02 1/2 in Bolt Circle D-(4x)03/8 in x 1 in Bolt(included with luminaire).03 3/4 in Bolt Circle Pole Top Options Details- Arm Style/Decorative Pole Junction BRK-Drilling Pattern for Decorative Arms* CS6 Arm Style with S1 E Configuration on 4 In Pole A A B 3, 2x(3xj 120°) C �� C —L T �D 2x(3x0l20*) A-Decorative Arm B-Internal Adaptor A-Decorative Arm C-Pole B-05/16 in Set Screw(included with the arm) D-05/16 in Set Screw(included with the pole) C-Pole Bracket end Slip Fits 6 in Deep onto Pole *Required for DT6,CS2,CS4,CS6(except S1 E on 4 in pole),CS12,CS13 and MC5 arm style with S1 E and S2E configurations. lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,QC J4G 2H9 CA T United States 617.307.5700 1 Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info@lum enpulse.com www.lumenpube.com www.lumenpube.com/products/2159 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 8 / 10 2021.05.11 copyright©2021 LMPG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 34 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S1E-4-R-M-BRK-BK S1 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family Options SPR5 and SPR7-5-Pin and 7-Pin Receptacles SPR5 SC and SPR7 SC-5-Pin and 7-Pin Receptacles with Shorting Cap �W V • Dimming receptacle meets ANSI C136.41 Standard nfo@lu ne plulsoe.comd.,Longw w.lumen4pubecom www.kimenpube.com/product/2159a 1.877.937.3003 514.937.3003 F514.937.6289 lumenpulse LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 9 / 10 2021.05.11 copyright©2021 LM PG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 35 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S1E-4-R-M-BRK-BK S1 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family How to order Arm Luminaire Arm Style Arm Pole Dimension Pole Sha a(7)(e) Pole Wall Pole Top Options Finish Options Mounting Configuration M 0) i Thickness(7))e) Options I') (") ARM-P P3 Arm W1X 4 L BRK BK CRC Decorative Pendant Small Arm style CMO Wall Mounting 4 in Straight or Round 1/8 in Drilling Pattern Block Corrosion- Arm for Adapt Tenon Arm I°) Muffler Pole for Decorative Sandfex® resistant Pendant- Adaptor) DMO S M Arms pe)n+l coating for Mount Arm Style DMO Six Square 3/16 in BRZ hostile Luminaire P4 Variable 5 in Straight or Bronze environments Pendant DT6 Height Muffler Pole H Sendtexe Medium(4-Bolt Arm style DT6 Mounting Arm 1/4 in SPR5 Tenon Isl 6 SI 5-Pin Adaptor)(2) CS2 6 in Straight or W Silver Sandtexe Receptacle(le) Arm Style CS2 S1E Muffler Pole 5/16 in BKTX II')(20) Single Tenon CS4 Mounting Arm ST Textured black SPR5 SC Arm style CS4 16) 5 in 5-Pin Lumentech BRZTX Receptacle 52E Pole(1)Pr) with Shortinq CS6 Textured pe) is)i2o) Arm style CS6 Double Tenon bronze non- Cap 11) Mounting Arm 6T metallic 6 in SPR7 CS72 LumenteCh GRATX 7-Pin Arm style CS12 Pole(Io) Textured Receptacle ne) medium gray CS 13 ST SPR7 SC Arm style CS13 8 in GRNTXLum 7-Pin Poeenofech Textured green Receptacle MC5 with Shorting Arm style MC5 WHTX Cap II9)(91 T2o1 Textured white CC PB Custom color Photoelectric and finish TyellleBlztTon (please specify RAL color)n sl 16)(17) Notes: 1.Refer to pecification Sheet for Luminaire Mounting Options informations. 13,Drilling Patte rn for Decorative Arm option need to be selected in Decorative Pole product cotle if required by the 2.Available with luminaire S DT6,CS2,CS4,CS6,CS 12,CS 13 and MC5 Arm S e onl Decorative Arm product code.Refer to Decorative Pole specification sheet and Area Lighting Pole Guide for detaik prior to 3.Pole W all Thickness not required with overlap Arm Style is E Arm Configuration when combined with 4 in Pole Dimension). omplefing the Decorative Arm product code. 4.Available with CMO,DMO,DT6,CS2.CS4,CS I2,CS 13 and MC5 Arm Style only. 14.Drilling Pattern for Decorative Arm option required for DT6,CS2,CS4,CS6(except Sl E configuration for 4 in pole).CS12. 5.Available with DT6,C52,CS4,CS 12,CS 13 and MC5 An,Style on CSI 3 and MC5 Arm Style 6.Available with DT6,CS2,CS4,CS6.CS 12.CS 13 and MC5 Arm Style only. 15.Specify RAL number followed by"TX"for texturetl finish(ex:RAL9007TX)or STX for Sandtex finish lox:RAL9007STX).Textured 7.The Decorative Arm must be compatible with the chosen Decorative Pole to insure optimal fit of the Pole/Arm junctions. or Sandfex finishes are recommended far the durability of all products.If a finish is not specified with the RAL number(ex: Refer to Pole specification sheet and Area Lig Ming Pole Guide for defers prior to completing the Decorative Arm product RAL9007),a glossy finish will be provided.Please consult factory for other RAL textures and glosses,or to match alternate color code. charts.Final color matching results may vary. B.Pole informations required for Sl X,SIEand S2E onN(Pole Wall Thickness not requietl for SlXconfigurat'ron) 16.SetupchargesapPNforRALcolors.ConsuItfactoryfordetaik. y. 17.Longer lead times can be expected for custom RAL color finishes. 13.Not available with WI X and SIX configurations. 11.Consult factory for availabrify with fluted shape poles. 19.Only one Receptacle or Photoelectric Cell can be specified per fature. 12.Pole wall thickness available with Straight antl Muffler pole onN. 20.Available with DT6,CS2,CS4,CSI2,CSI3 antl MCS Arm SMe onty. 21.Available with CMO and DMO Arm Style only. lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,CC J4G 2H9 CA T United States 617.307.5700 1 Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info@lum enpulse.com www.lumenpube.com www.lumenpube.com/products/2159 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 10 / 10 2021.05.11 copyright©2021 LMPG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 36 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S2 Specification Sheet Poles, Arms& Accessories Muffler Pole Project Name City Type Catalog/Part Number 04 in O�in Pole Dimensions 04 in O�in Muffler Base Q6 Q8 (0) Dimensions 06 to 08 in 04 in Round Pole with Available Pole Shapes QB6 Base Cover Option Shown (Consult"Configurations Table"Section formore details) Base cover options Description Lumenpulse Muffler Poles are available in steel or aluminum of various diameters and profiles to suit your outdoor design.Our Muffler Poles are suitable for use with our accessories,such as Banner Arms and Basket Holders.Lumenpulse Muffler Poles have a molded base plate and are available in multiple finishes. Features 2B6 B8 QC6-QC8 Pole dimensions �nd 5 in Straight or Fluted Pole Muffler base dimension 5 in Fluted Muffler Base,6 in and 8 5/8 in Straight Muffler Base Height Up to 30 ft,to specify height in 1 ft increments(consult configurations table for maximum height informations) Option Ground Fault Duplex Receptacle Ground Fault Duplex Receptacle(while in use) Tamper-Proof Screws Qt6 QM8 QTS Corrosion-resistant Coating for Hostile Environments Galvanized Steel Certifications Universal Yoke drilling pattern Pressure Gland drilling pattern a Warranty 5-year limited warranty Physical Material Aluminum Steel Access Door Dimensions 4 1/8 in x 9 1/4 in for 6 in muffler base],4 1/4 in x 10 1/8 in for 8 in muffler base Wall Thickness 1/8 in=1/4 in,5/16 in Anchor Bolt Material Carbon steel partially galvanized Hardware Material Stainless steel 1220'lumenplubelcomd L www.lumenpubecom/p ducts/279814937.3003 Toll-Free 1.877.937.3003 I info@lumenpulse.com lumenpulse- www LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. I / 12 2024.05.27 Copyright©2024 LMPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 37 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S2 Specification Sheet Poles, Arms& Accessories Muffler Pole Surface Finish Super durable resistant exterior polyester powder coating meets AAMA 2604-98 requirements(5-years Florida exposure). A corrosion resistant finish(CRC)pre-finish is available to meet ASTM B-1 17&ASTM D-1654(salt spray resistance)and ASTM D-2247 requirements(humidity resistance). Pole Top Options 2 3/8 in,3 in and 4 in O.D.Tenon Adapter,Flat Cap,Drilling Pattern for Decorative Arms,MCI Arm Style Tenon Adaptor Simple and Double Drilling Pattern for Lumenblade Small, Simple and Double Drilling Pattern for Lumenblade Small (for 3G ANSI C136.31-2010 Vibration Rating for bridge applications) Grounding Terminal Copper single-conductor(UL listed,accessible from pole hand hole) Environmental Environment Dry/damp/wet location Accessories- optional(Order Separately) Arms Banner Arm(top only,or top and bottom) Plant Holder Arm(single or double) Fixture Mounting Universal Yoke Hardware Pressure Gland www.lumenplubelcomd L www.lumenpubecom/p ducts/279814937.3003 Toll-Free 1.877.937.3003 I info@lumen pulse com lumenpulse- LMPG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 2 / 12 2024.05.27 Copyright 02024 LMPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 38 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S2 Specification Sheet Poles, Arms& Accessories Muffler Pole Configurations Table Shapes Round Fluted* �°� 4 in,,>� Ion 4 in Ssn 4 in 4 in 4 in 5$n O Muffler bay Q5F Q16 Q8 Q8 QSF Q6 Q8 Q8 � 5 in bin 8 in 8 in 5 in bin 8 in 8 in Round t�raed Maximum Height Aluminium:22 h Aluminium:22 h Aluminium:22 h (material) Aluminium:20 h Steel:22 It Steel:22 h Steel:30 h Aluminium:20 It Aluminium: 22 h Aluminium:22 h Aluminium: 22 h Compatible QB6 QB8, QB8, QB6, QB8, QB8, Base Cover QF 111 6, QC8, QC8, QF PI QC6, QC8, QC8, QM8, QM8' QM8, QM8, Clptions Ql6 QT8 QT8 Q6 QT8 QT8 Compatible BA,PH,PLTU BA,PH,PLTU BA,PH,PLTU BA,PH,PLTU BA,PH BA,PH BA,PH BA,PH Accessories *Available for 3/16 in wall thickness(M)only. [1]Available for aluminum poles only. Consult individual Pole Accessory specification sheet for details. 1220'lumenplubelcomd L www.lumenpubecom/p ducts/279814937.3003 Toll-Free 1.877.937.3003 I info@lumenpulse.com lumenpulse- www LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 3 / 12 2024.05.27 Copyright©2024 LM PG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 39 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S2 Specification Sheet Poles, Arms& Accessories Muffler Pole Anchoring Details Anchor Details Bolt Circle 4x 090' B A C E A-Galvanized Steel portion B-The threads of Anchor Bolts must protrude at least 3 in from concrete base. C-(4X)Anchor Bolts,supplied with two Nuts and Flats Washers for each. E -Access Door and Street Side E-Bolt Circle Aluminium Steel Anchor Bolts Bolt Circle Anchor Bolts Bob Circle Muffler base Up to 22 ft Up to 22 ft Up to 22 ft 23 ft to 30 ft Up to 22 ft 23 ft to 30 ft 05 in Muffler Base 03/4 in x 26 in 010 in N/A N/A N/A N/A (OF) 06 in Muffler Base (QB6,QC6,QF,QA61 08 in Muffler Base JOBS,QcB,om8,oT8) *For 0 5 in pole only(top section) lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,QC,J4G 2H9,CAN I T 514.937.3003 1 Toll-Free 1.877.937.3003 1 info@lumenpulse.com www'lumenpube.com www.lumenpube.com/products/2798 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 4 / 12 2024.05.27 Copyright©2024 LM PG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 40 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S2 Specification Sheet Poles, Arms& Accessories Muffler Pole Ground Fault Duplex Receptacle Options Detail A A-Top of pole B-Standard location of Ground Fault Duplex 12' I Receptacle(DRG and DRG IU)is 12 in from the Top on door side(consult factory for others i3 configurations). Duplex Receptacle Installation Dimensions DRG-Ground Fault Duplex Receptacle DRG IU-Ground Fault Duplex Receptacle(while in use)* 2"' z„ 31* 1' 16 8 224 416 6" LH FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW,, `Weather-resfistant and lockable cover(padlock by others) The duplex receptacle must be installed in accordance with applicable national and local electrical and construction codes by a person familiar with the construction and operation of the product and the hazards involved.Refer to national and local electrical codes before selecting a duplex receptacle to ensure all requirements are met. 1220'lumenplubelcomd L www.lumenpubecom/p ducts/279814937.3003 Toll-Free 1.877.937.3003 I info@lumenpulse.com lumenpulse- www LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 5 / 12 2024.05.27 Copyright©2024 LMPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 41 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S2 Specification Sheet Poles, Arms& Accessories Muffler Pole Base Cover Options Dimensions 04"pole 04"pole 04„pole 04"pole 42" PJS" 33 3" 34�„ D 317. 0 8 Oil 06 8 06" L0167"—I �013$„j L0134"J �Q)138"-I 8 FRONT VIEW FRONT VIEW FRONT VIEW FRONT VIEW QF Q136 QC6 QJ6 Available with: Available with: Available with: Available with: Q6 Muffler base Q5F Muffler base Q6 Muffler base Q6 Muffler base 04"and 04"and 04"and IM„and 05"pole 05"pole 05"pole 17, 448" 418" 474 ° 474" PJ8 g„ 088,r 088" 088" Li-018$„— 018$"� �—015"- 019"� FRONT VIEW FRONT VIEW FRONT VIEW FRONT VIEW QB8 QC8 QM8 QT8 Available with: Available with: Available with: Available with: Q8 Muffler base Q8 Muffler base Q8 Muffler base Q8 Muffler base lumenpulse 1220 Marie-victorin Blvd.,Longueuil,QC,J4G 2H9,CAN I T 514.937.3003 1 Toll-Free 1.877.937.3003 1 info@lumenpulse.com www'lumenpube.com www.lumenpube.com/products/2798 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 6 / 12 2024.05.27 Copyright 02024 LMPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 42 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S2 Specification Sheet Poles, Arms & Accessories Muffler Pole Banner Arm Dimensions* BA-X-CLMP-1 8-S1 X-4-R BA-X-CLMP-18-S2X-4-R 18 ;e" _I 26" 4516�, Side view Side view 2" 2' Bottom view Bollom view BA-X-CLMP-18-S1X-5-R BA-X-CLMP-18-S2X-5-R n 18" 26Z"� 464" Side view 8 Side view 0 2„ 2" Bottom vie.v Bollom view Order separately,consult Banner Arm specification sheet for details. *Specify banner dimensions,installation height and orientation in the Ordering Specifications section. Plant Holder Arm Dimensions* PH-CLMP-18-SIX-4-R/F PH-CLMP-18-S2X-4-R/F 18" 18"- I - —26' 4516" Side view Side view 2" R,-m_r Bottom view PH-CLMP-18-S1 X-S-R-R/F PH-CLMP-18-S2X-5-R/F 18 l_ 18' 26Z' 464" Side view 8 Side view 2" 2" Bollom view Bottom view Order separately,consult Plant Holder Arm specification sheet for details. *Specify basket dimensions and weight(maximum load 80 Ibs wet),as well as installation height and orientation in the Ordering specifications section. www.lumenplubelcomd L www.lumenpubecom/p ducts/279814937.3003 Toll-Free 1.877.937.3003 I info@lumen pulse com lumenpulse- LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 7 / 12 2024.05.27 Copyright 02024 LMPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 43 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S2 Specification Sheet Poles, Arms & Accessories Muffler Pole Universal Yoke Dimensions A Refer to Straight Pole and Muffler Pole specification sheets A _ 64 00� �- - -- for more information on The drilling pattern for the ` • Universal Yoke o C 1 ea° 4 a° °o wm vL". D r s �E Ga oil, ° f ° o O o° o °°o Hardware varies accordingg to the selected fissure A-Fixed part(Skate included) B-360°swivel part C-(2X)1/4-20 Bolts(included,use to assemble 3600 swivel part to fixed part) D-(2X)3/8-16 Bolts E-(2X)Lock Washer F-(2X)Flats Washer G-For 3/8-16 or 1/4-20 Bolts(included when ordered with a Lumenbeam product,refer to Drilling Pattern of installation instruction for more details) Order separately,consult Universal Yoke specification sheet for details. Pressure Gland Dimensions Cable diameter 1 16" Min. 4"M0x.0 9 16 1/2'NPS Tap hole Thru Order separately,consult Pressure Gland specification sheet for details. 1220'lumenplubelcomd L www.lumenpubecom/p ducts/279814937.3003 Toll-Free 1.877.937.3003 I info@lumenpulse.com lumenpulse- www LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 8 / 12 2024.05.27 Copyright 02024_MPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 44 Index; Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S2 Specification Sheet Poles, Arms& Accessories Muffler Pole Pole Top Options Details TN2-2 3/8 in O.D.Tenon Adapter TN3-3 in O.D.Tenon Adapter TN4-4 in O.D.Tenon Adapter r-7 02j" rOT"i [-04"1 3" 3" 3' 1— L CAP-Flat Cap BRK-Drilling Pattern For Decorative Arms It] BLDS-Sl E 121,BLDS-S2E 131,BLDS-Sl E-3GV Ili and BLDS- S2E-3GV 131-Drilling Pattern for Lumenblade Small 141 1/4-20 2xi3x@ 120°I 8 7" 1' f O0 j 2 [1]Consult Decorative Arm specification sheets for more details. [2]Standard orientation for Sl E configuration is 00(access door) [3]Standard orientation for S2E configuration is 0'and 180'from access door. [4]Flat cap included. lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,QC,J4G 2H9,CAN I T 514.937.3003 1 Toll-Free 1.877.937.3003 1 info@lumenpulse.com www.lumenpube.com www.lumenpube.com/products/2798 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 9 / 12 2024.05.27 Copyright 02024 LMPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 45 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S2 Specification Sheet Poles, Arms& Accessories Muffler Pole Pole Accessory Drilling Patterns PG-Pressure Gland Drilling Pattern 0 1/2"NPS Thru Specify height and orientation I PLTU-Universal Yoke Drilling Pattern Round Pole Shape Square Pole Shape PLTU — PLTU Mounting tenon no Mounting tenon ° 3" ° 3" PG Drilling PG DrilGog lPressure(Mond (Pressure Gland is included with 1 is included with PLTU accessory) 2 PLTU accessory) At 45'from the PLTU Mounting Tenon 2 L 2 c o a Specify height Specify height and orientation and orientation lumenpulsemm 1220 Marie-vlctorin Blvd_Longueuil,QC,J4G 21-19 CAN I T 514.937.3003 1 Toll-Free 1.877.937.3003 1 info@lumenpulse.com www.lumenpulse.com www.lumenpulse.com/products/2798 LMPG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 10 / 12 2024.05.27 Copyright 02024 LM P G Inc. EM-R19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 46 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S2 Specification Sheet Poles, Arms & Accessories Muffler Pole Ordering Specifications (Specifications Are Used For EPA Calculations)* 180° 180- 270' ==�190' 270 90° r 0' 0' (Access door) (Access door) Height Orientation (consult'configurotion table" Weight Dimensions Pr0duct code (0",90', 180',270'l section for maximum height) (please specify weight of accessories) (please specify dimensions of aocessories( 1 2 3 4 5 6 7 8 9 10 *In addition to specifying installation height and orientation,don't forget to include specific details for each accessory: Universal Yoke(PLTU)/Small and Large Skate for Lumentech(SSK,LSK) -If used with a fixture from another manufacturer,consult factory. Banner Arm(BA) -Specify banner dimensions. Street Sign holder(SSH) -Specify dimensions of sign to be mounted on Street Sign Holder. Plant Holder Arm(PH) -Specify basket size and weight(maximum 80lbs wet). Pressure Gland(PG) -If used with a fixture from another manufacturer,specify the weight and dimensions of this fixture. 1220'lumenplubelcomd L www.lumenpubecom/p ducts/279814937.3003 Toll-Free 1.877.937.3003 I info@lumenpulse.com lumenpulse- www LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 11 / 12 2024.05.27 Copyright 02024_MPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 47 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: PL-M-4-AL-R-15-M-Q6-BK-QB6-BRK-DRG IU-TP S2 Specification Sheet Poles, Arms& Accessories Muffler Pole How to Order Pole(') Pole Material I Shapes Height I') all Thickness Muffler base Finish Base Cover Pole Top Options Option Anchor Bolts dimensions Is) dimension Options Option PL-M AL 10 L Q5F BK 5i TN2 DRG AB Muffler Pole 4 in Aluminum Round 10 ft 1/8in QSF fluted Black 5 in base 2 3/8 in O.D.Tenon Adapter Ground Anchor muffler Sand}exc9 cover CIF Fault Duplex Bolts(1 1) 5 STL F 11 M base for 4 in pole TN3 Receptacle 5 in Steel Fluted(z)I31 11 ft 3/16 in Q6 BRZ 3 in O.D.Tenon Adapter (14) Bronze QBb 12 H Q6 muffler Sandtex® 6 in base TN4 DRG IU 12 ft 1/4 in base cover QB6 4 in O.D.Tenon Adapter(9) Ground SI for 4 in pole Fault Duplex 13 W Q8 Silver CAP Receptacle 13 ft 5/16 in Q8 muffler Sand}ex® QC6 Flat Cap (while in base 6 in base use)(14) 14 BKTX cover QC6 BRK TP 14 ft Textured for 4 in pole Drilling Pa}}ern for Black QJb Decorative Arms Tamper- Proof 15 ft BRZTX bin base BLDS-SIE Screws Textured cover QJ6 Simple Drilling Pattern for 16 Bronze Non- for 4 in pole Lumenblade Small(10)P 1) CRC 16 ft Metallic Corrosion - QB8 BLDS-SIE-343V resistant 17 GRATX 8in base coating I's) Textured cover QB8 Simple Drilling Pattern for co 17 ft Medium for 4 in and Lumenblade Small(for 3G Me 5 in pole AN51 C136.31-2010 Vibration GALV 1g Y Rating for bridge Galvanized 18 ft GRNTX QC8 applications( Steel(I') 19 Textured 8in base BLDS-S2E 19 ft Green cover QCS Double Drilling Pa}}ern for PLTU for 4 in and Lumenblade Small 1101 pp ps1 Universal W 11TX 5 in pole Yoke drilling 20 ft Textured QM8 BLDS-S2E-3GV pattern l'61 White Double Drilling Pa}}ern for PG 21 8in base Lumenblade Small(for 3G CC cover QM8 gNSI C136.31-2010 Vibration Pressure 21 ft for 4 in and Gland Custom Rating for brid e Color& 5 in pole applications)Ill drilling Finish I6)IA pattern I'61 22 ft (al oTB TNMCI 8 in base MC Arm Style Tenon 23 cover QT8 Adaptor(131 23 ft for 4 in and 5 in pole 24 24 ft 25 25 ft 26 26 ft 27 27 ft 28 28 ft 29 29 ft 30 Maximum height 30 ft Notes: 1.Consult Related Products section on webpage for a selection of compatible accessories(sold separately). 10.Flat cap inclutletl. 2.Available for 3/16 in wall thickness only Consvlf factory far availability wlth flutetl shape poles. 3.Available for 04 in and 05 in aluminum do,only. 12.Available for 4 in poles with wall thicknesses L and M onlywhen combined with a round shape.Available for 4 in poles with wall 4.Consult Configuration fable of specif anon sheet for more tletails regartling restrictions on base covers and pole heights. thickness M only when combinetl with a flutetl shape. S.Determinedb Lvmen vke. 13.TNMCI Tenonadaptorrequiredwhen MCI post-toparmstyleselected. 6.Specify RAL number followed by'TV for textured finish(ex:RAL9007TX)or STX for Sandtex finish Iex:RAL9007STX).textured or 14.Only nne duplex receptacle can be specified byfature. Sandtex finshes are recommended far the durability of all products.If a finish¢not specRietl with the RAL number Iex:RAL900]). 15.Automatically inclvtle I when a steel pole is specified. a glossy finish will be provided.Please consult factory for other RAL textures and glossas,or to match alternate color charts.Final 16.Use onlywhen exposed tp self spray.This option is not requFed for normal outdoor exposure. color matching results may vary. 17.Only available for steel poles with textured finish(immersion marks may occur). 7.Setup charges apply far RAL colors.Consult factory for details. 18.Consult factory far detats. 8.Longer lead times can be expected for custom RAL color finishes. 19.Anchor bolts provided with double nuts,washers and template.One template provided for every 5 poles. 9.TN4 tenon adaptor not requietl with 4 in..no pole. lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,QC,J4G 2H9,CAN I T 514.937.3003 1 Toll-Free 1.877.937.3003 1 info@lumenpulse.com www'lumenpube.com www.lumenpube.com/products/2798 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately. 12 / 12 2024.05.27 Copyright 02024 LMPG Inc. EM-R 19 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 48 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S2 Specification Sheet allegra Allegro Medium Project Name Qty Type Catalog/Part Number 198" 198 198' L r -026 8 t� 026 r '020z' ='200 ALG7202 ALG7204 ALG7200 ILLG7202 AlGT104 j 198" 198' 19� r 0273' }I 026X - '0201' ALG7440 13 ALG7224 8 AWM4 2 ALG' _0 flIG7222 ALG7224 Distributions Description The Allegro Medium is a durable,stylish l for urban Q 00 lighting applications,including pedestrianan plazas,residential streets and collector roads.Offering a choice of outputs,color Typell T,i- 1, Type IV Type`d';<111311 temperatures,and distributions,the Allegro Medium is elegance personified. Mona Features Type II Type III Type IV Type V Color and Color Temperature 2200K,2700K,30DOK,3500K,4000K,5700K Backlight shield Backlight shield Backlight shield Softsite Distributions Type II, ype III or Type IV(with or without backlight shield),Type Colors and Color Temperatures 5 square and Type V Softsite -1) Options Corrosion-resistant coating for hostile environments,Surge protector 2200K2700K 3000K 3500K 4000K 5700K ..............................................-.....-.............-.....-.............-.............-.....-.............-.-.............-....................-.............-.....-.............-....................-.............-.....-.............-.....-.............-.............-.....-.............-.....-.............-.............-.....-.............-. Mounting Options Pendant Medium(4-Bolt Tenon Adaptor),Side Internal(2 3/8 in Control Tenon) ON/OFF 0-1 OV Warranty 5-year limited warranty Rating Performance IP66 (optical chamber) Output(nominal lumens) Minimum 30001m/Maximum 170001m ._...._ ....._. _- _-._- Color Rendering 3 SDCM for CRI 70+and 2 SDCM for CRI 80+ Certifications Lumen Maintenance TM-21 L70 527,000 hrs(projected,To 77°F),36,000 hrs(reported, To 77°F) c DL us Dark Sky Dark sky compliant(2200K,2700K and 3000K color temperatures,BUG rating of UO) Physical Housing Material Die cast low copper 360 aluminum alloy Lens Material Optical tempered clear glass(Clearsite lens),Optical tempered opal glass(Softsite lens) Weight Up to 35 Ibs lumenpulse nfo@lu ne plulsoelcomd.,Longwww.lu enp becomA T United States www.kimenpube.com/pmducts/2&% Canada 1.877.937.3003 514.937.3003 F514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 1 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 49 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S2 Specification Sheet allegra Allegra Medium EPA Up to 1.13 sq ft Surface Finish Super durable resistant exterior polyester powder coating meets AAMA 2604-98 requirements(5-years Florida exposure),a corrosion resistant finish(CRC)pre-finish is available to meet ASTM B-1 17&ASTM D-1654(salt spray resistance)and ASTM D- 2247 requirements(humidity resistance). Electrical and control Voltage 120 volts, 08 volts,240 volts,277 volts,347 volts,480 volts Control On/Off control,0-1 OV dimming Environmental Storage Temperature -40 OF to 122 OF(device must reach start-up temperature value before operating) Start-up Temperature -40 OF to 104 OF(-13 OF to 104 OF for 120V combined with M80, L170,L30 Softsite,L50 Softsite or L70 Softsite output) Operating Temperature -40 OF to 104 OF(-13 OF to 104 OF for 120V combined with M80, L170,L30 Softsite,L50 Softsite or L70 Softsite output) Ingress Protection Rating IP66(optical chamber) Environment Dry/damp/wet location Decorative arms(order separately, consult related specification sheets for details) Compatible decorative arms Pendant-Mount Decorative Arm:P4-Pendant Medium(4-Bolt Tenon Adaptor)Luminaire Mounting Option with DT6,CS2,CS4, CS6,CS12,CS13 and MC5 Arm Style.,Side-Mount Decorative Arm:SI2-Side Internal(2 3/8 in Tenon)Luminaire Mounting Option with PU2,PU4,PUS,PU8,CS12 and CS13 Arm Style. lorin d.,Long eb 119, A T United States ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/pmdcts/265 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 2 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 50 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S2 Specification Sheet allegra Allegra Medium Photometric information Type 11,4000K,CRI 70+ Nominal output Typical delivered Efficiency BUG Rating Typical maximum power [Im] output[Im] (Il B U G 120/277V(W) S40 3,376 109 1 0 1 31 S60 5,204 95 1 0 1 55 M80 6,892 108 2 0 1 64 Milo 9,423 102 2 O 2 92 M150 12,518 95 2 0 2 132 L170 14,023* 96 3* 0* 2* 146 Type III,4000K,CRI 70+ Nominal output Typical delivered Efficiency BUG Rating Typical maximum power [Im] output[Im] (Il B U G 120/277V(W) S40 3,801 123 1 0 1 31 S60 5,861 107 1 O 1 55 N180 7,761 121 2 0 2 64 M110 10,612 115 2 0 2 92 M150 14,097 107 3 0 2 132 L170 15,792* 108 3* 0* 2* 146 Type IV,4000K,CRI 70+ Nominal output Typical delivered Efficiency BUG Rating Typical maximum power [Im] output[Im] (Im/W) B U G 120/277V(Vy7 0 O r S40 3,529 114 1 0 1 31 S60 5,441 99 1 0 1 55 M80 7,205 113 2 0 2 64 M110 9,852 107 2 0 2 92 M150 13,087 99 3 0 3 132 L170 14,662* 100 3* 0* 3* 146 Type V square,4000K,CRI 70+ Nominal output Typical delivered Efficiency BUG Rating Typical maximum power [Im] output[Im] (Im/W) B U G 120/277V(W) 1111p.F— Or S40 3,844 124 2 0 1 31 I T S60 5,927 108 3 O 1 55 M80 7,849 123 3 0 1 64 Milo 10,733 117 3 0 2 92 M150 14,257 108 4 0 2 132 �low L170 15,980* 110 4* 0* 2* 146 Type V Softsite,4000K,CRI 70+ Nominal output Typical delivered Efficiency BUG Rating Typical maximum power [Im] output[Im] (Im/W) B U G 120/277V(W) L30 2,647 58 1 0 1 46 ro L50 5,134 53 2 0 1 97 L70 6,979 48 2 0 1 146 i' *Photometric performance is measured in compliance with IESNA LM-79-08.Due to rapid and continous advance in LED technology,photometric information is subject to change without notice. lumenpulsemm 1220 Marie-vlctorin Blvd_Longueuil,QC,J4G 2H9.CA 7 United States 617.307.5700 I Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info:Alum enpu lse.com www.lumenpulse.com www.lumenpulse.com/products/2656 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 3 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 51 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S2 Specification Sheet allegra Allegra Medium lumenpulse nfo@lu ne plulsoelcomd.,Longwww.lu enp becomA T United States www.kimenpube.com/pmducts/2&% Canada 1.877.937.3003 514.937.3003 F514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 4 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 52 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S2 Specification Sheet allegra Allegro Medium Optical System LED board size Small(40001m to 60001m) Medium(80001m to 150001m) Large(170001m) ®B 9 98 9 Q ®® Type V Softsite is available with large LED board only(30001m to 70001m). Backlight shield* 40 *Small,Medium and Large LED boards size have the some full coverage backlight shield pieces. *Backlight sheild available with Type II,Type III and Type IV only. *Backlight shield is factory installed. lorin d.,Long eb 119, A T United States ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/pmdcts/265 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 5 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 53 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG720O-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S2 Specification Sheet allegra Allegro Medium Typical wiring diagrams Wiring color code Color Black White Green Purple Gray use Line line/Neutral Ground 0-10V+ 0-10V- On/Off Control(NO) On/Off Control(NO)-wiring detail - A B C D E D r I A-To fixture B-Line A C-Line/Neutral D-Ground E-Not required F-Wire-nuts(by others) g C 161i�lIIdI'�II Illdl I� na en=n_u ID I J G-Conduit(by others) • -I H-To next fixture A-Power input(120-480V,wiring by others) I-Power input or from previous fixture B-Conduit(by others) C-Power wiring(by others) D-Allegra medium • Consult factory for specific applications and maximum fixture count/cable length recommendations. lorin d.,Long eb A T United States ul Canada 1.877.937.3003 514.937.3003 IF 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/pmdcts/265 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately b / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 54 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S2 Specification Sheet allegra Allegro Medium 0-IOV dimming(DIM) 0-1OV dimming(DIM)-wiring detail F B C D _E F M, n. -rdi A r A-To fixture B-O-IOV+ C-O-IOV- D-Line s p E E-Line/Neutral F-Ground G-Wire-nuts(by others) A-Dimmer(by others) H-Conduit(by others) B-Data wiring(by others) I-To next fixture C-Power input(120-48OV,wiring by others) J-Power input and from third party dimmer or from previous fixture D-Conduit(by others) E-Power and data wiring(by others) F-Allegro medium • Consult factory for specific applications and maximum fixture count/cable length recommendations. • 0-1 OV mA ratings:passive dimmer(Current Sink):3mA per fixture,active dimmer(Current Source):0.5mA per fixture. • 1%minimum dimming value. Mounting options P4-Pendant Medium(4-Bolt Tenon Adaptor) SI2-Side Internal(2 3/8 in Tenon) A _ C(2X) B D(4x @ 90°( r 3 )g, L C El= B A028 021. 16 RD A-Decorative Arm A-Decorative Arm B-4-Bolt Tenon Adaptor C-Luminaire B-SI2 Tenon Adaptor C-3/8-16 Bolt and Lock Washers D-(4x)03/8 in x 1 in Bolt(included with luminaire).03 3/4 in Bolt Circle D-Luminaire lorin d.,Long eb A T United States ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/pmdcts/265 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 7 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 55 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S2 Specification Sheet allegra Allegra Medium P4- Pendant Medium (4-Bolt Tenon Adaptor)Arm Style Dimensions lumenpulsemm 1220 Marie-Vlctorin Blvd.,Longueuil,QC,J4G 2H9.CA T United States 617.307.5700 1 Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info:Alum enpu lse.com www.lumenpulse.com www.lumenpulse.com/products/2656 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 8 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 56 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S2 Specification Sheet allegra Allegra Medium DT6 Arm Style CS2 Arm Style CS4 Arm Style 164' 8" 411' 6 " 40 I P, 2 1„ 2 4 1 18 2" 1^ SIDE VIEW 15 2 S1X Sill• 0 S2E 228" W1 � 45606 �13„ 25$. 274. 1 27 8' 294"- `TF F VF`N `,m"VIFW Wirt-- six SIE S2E Wlx 11`--'� six i.— SIE — S2E --, 4 5 6 f 4 5 6 CS6 Arm Style CS12 Arm Style CS13 Arm Style 384, ---f 324" 20 4„ 58 4„ LU 112• II� 35 2" — ' —f 371 24' 101' SIDE vlEw SIDE VIEW i Six S1E — S2E Sill —o S2E o---o 20„ W1X�--O::j 4 5 6 450 , 22" SIDE vlEvv W1XD--0 SIX)-0 SIE•--0 S2E 0-----0 45609 MCS Arm Style 308"274" 11 ' 17j- I� 19a" SIDE VIEW W1+ SIX}-o SlE- 0 S2E0----o 4 5 60w • Mid-pole/mid-luminoire distance is bases on 4 in pole(add 1/2 in for 5 in pole and 1 in for 6 in pole). lumenpulse nfo@fume plulsorin e.comd.,Long www.lumenp4kecomA T United States www.ki enpubeclom/pmduclts/2&%da 1.877.937.3003 514.937.3003 F514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 9 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 57 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S2 Specification Sheet allegra Allegra Medium S12- Side Internal(2 3/8 in Tenon)Arm Style Dimensions lumenpulsemm 1220 Marie-Vlctorin Blvd.,Longueuil,QC,J4G 2H9.CA T United States 617.307.5700 1 Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info:Alum enpu lse.com www.lumenpulse.com www.lumenpulse.com/products/2656 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 10 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 58 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S2 Specification Sheet allegra Allegra Medium PU2 Arm Style PU4 Arm Style - 27 LRG:55' �ML: 2,� i 444, 278" 26$• —f 4 104• 13 468• 4 414• 152' •1- 488' SIDE VIEW SIDE VIEW SMIL^O LRG---O ME•-0 S2E O----O 40 45608 PUS Arm Style PU8 Arm Style ' T 134' 164' S' 204' 9' 11' 348" S1DE VIEW 14' 1 368" WIXD--G SIX}— s1E ---,� S2E C--Q--O SIDE VIEW S3E T S3Y� ME Cy--O S1E — S2E "-�O bb bb 4 5 6 4 5 6 CS12 Arm Style CS13 Arm Style 324' 58 1' 35 3- 4 2. 37 2' 15" SIDE VIEW Wl X�—O S i X)— S 1 E •--i7 $2E O--�O 45606 24' 26' SIDE VIEW W 1 X D--O SIX�-O S1 E.--O S2E 0--p 45608 • Mid-pole/mid-lu mina ire distance is bases on 4 in pole(add 1/2 in for 5 in pole and 1 in for 6 in pole). lumenpulse nfo@lu ne plulsorin e.comd.,Longwww.lumenp4 kecom119, A T United States www.ki enpube clom/pmduclts/2&%da 1.877.937.3003 514.937.3003 F514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 11 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 59 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S2 Specification Sheet allegra Allegra Medium lorin d.,Long eb A T United States ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/pmdcts/265 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 12 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 60 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ALG7200-120-CSL-M110-30K-CRI80-2-BK-DIM-P4 S2 Specification Sheet allegra Allegra Medium How to order Housing 0) Voltage Lens Output(nominal Color and Color Color Rendering Distributions Finish Control Options Mounting lumens) Temperature(7) Options ALG7200 120 CSL S40 22K CRI 70 BK DIM CRC 14 Allegro 7200 120 volts Clearsi}e lens 40001m le) 2200K W CRI 70+191 Type II Black 0.10V dimming Corrosion- Pendant 12)Is) Sand}ex® n41 rests}ant Medium(4-Bolt ALG7202 208 S60 27K CRI 80 2BLS coating Ilsl 11 e1 Tenon Allegro 7202 208 volts SSL 60001m 2700K 01 CRI 80+(11) Type 11 BRZ Adaptor) Softsite lens(4) backlight Bronze SP ALG7204 240 Isl M80 30K shield Santltex® Surge SI2 Allegro 7204 240 volts SOOOIm 3000K protector Side Internal 3 SI (2 3/8 in Tenon) ALG7220 277 OOOIm M710 35K Type III Silver Sandtex® Allegro 7220 277 volts 11 3500K 38L3 BKTX ALG7222 347 M150 40K Type III Textured black Allegro 7222 347 volts 15 0001m 4000K backlight shield BRZTX ALG7224 480 L170 57K Textured 4 Allegro 7224 480 volts 170001m 5700K bronze non- Type IV metallic L30 30001m Softsite 4BLS GRATX Is) Type IV Textured backlight medium gray 1.50 shield s0001m Softsite GRNTX SS Textured green Type V square L70 W HTX 70001m Softsite 5 Textured white Ty (S) pe V Sof}site CC Custom color 8,finish III)n2) pa) Notes: 1.Consult Related Products section on webpage fora selection of compatible decorative arms,tlecorat'rve poles Isold 10.Binnin within a 2-ste Malch s with the exception of 2200K and 5700K. orate 11.Specify RAL number folbwed by"TX'for textured finish ilex:RAL9007TX)or STX for Santltex finish(ex:RAL9007STX).Texfured 2.Available with S40,S60,M80,MI 10,M 150 and L170 output option only. or Sandbox finishes are recommended for the durability of all products.If a finish is not specified with the RAL number(ex: 3.Available with types 2,2BLS,3,3BLS,4.4BLS and 5S dishibution only. RAL9007),a gassy finish will be provided.Please consult factory for other RAL textures and glosses,or to match alternate color 4.Available with L30,L50 and L70 output opfano only. charts.Final color matching results may vary. 5.Available with type 5 distribution only. 12.Setup charges apply for RAL colors.Consult factory for details 6.Available u to 277V. 13.Longer lead times can be expected for custom RAL color finishes. 7.Consult factor for more color he rotate o fans. 14.DIM control can be used as NO On/off control'rf no data is re aired. 5.Available for CRI 80 only. 15.Use only when exposed to salt spray.This option is not r,quied for normal outdoor exposure. 9.Binning within a 3-step McAdam ellipse,with the exception of 5700K. 16.Setup charges apply.Consult factory far details. lold.,Long eb A T United States 617.307.5700 ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulser' nfo@lu nepulsecom www.lunpecom www.kienpubecom/podcts/265 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 13 / 13 2023.02.20 copyright©2023 LM PG Inc. EM-R 17 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 61 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S2E-4-R-M-BRK-BK S2 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family Project Name City Type Catalog/Part Number — P3-Pendant Small P4-Pendant Medium (3-Bolt Tenon Adaptor) (4•Bolt Tenon Adaptor) CS4 Arm Style with S1E Configuration Shown Arm Style Description Rod The Pendant-Mount Arm is designed for use with the Allegro family.Available in multiple styles,configurations,and finishes, the Pendant-Mount Arm allows your project the flexibility it DMO CMO DT6 deserves.The Pendant-Mount Arm is compatible with Lumentech Smart Poles,as well as Lumenpulse Straight and Muffler poles. Features Luminaire Mounting Options Pendant Small(3-Bolt Tenon Adaptor) Pendant Medium(4-Bolt Tenon Adaptor) CS2 CS4 CS6 Options Corrosion-resistant coating for hostile environments,5-Pin Receptacles with and without shorting cap,7-Pin Receptacles with and without shorting cap,photocell button Warranty 5-year limited warrantyri Physical Housing Material Extruded aluminum CS12 C513 MC5 Hardware Material Stainless steel Configurations Surface Finish Super durable resistant exterior polyester powder coating meets AAMA 2604-98 requirements(5-years Florida exposure),a W1X 11r-0) Wall Mounting Arm corrosion resistant finish(CRC)pre-finish is available to meet ASTM B-1 17&ASTM D-1654(salt spray resistance)and ASTM D- S1X Variable Height Mounting Arm 2247 requirements(humidity resistance). S1E O Single Tenon Mounting Arm Environmental S2E 0----0 Double Tenon Mounting Arm Environment Dry/damp/wet location Certifications lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,QC J4G 2H9 CA T United States 617.307.5700 1 Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info@lum enpulse.com www.lumenpube.com www.lumenpube.com/products/2159 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 1 / 10 2021.05.11 copyright©2021 LMPG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 62 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S2E-4-R-M-BRK-BK S2 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family EPA Table- Round Pole Shape P3-Pendant Small(3-Bolt Tenon Adaptor)Round Arm Style EPA Arm Style Arm Configurations W1X six S1E --0 S2E CMO EPA 0.81 sq.ft. Weight 5.23lbs. N/A DMO EPA 0.73 sq.ft. Weight 5.63lbs. DT6 EPA 0.52 sq.ft. 0.52 sq.ft. 0.51 sq.ft. 1.03 sq.ft. Weight 5.11bs. 5.11bs. 8.1lbs. 12.1lbs. EPA 1.8 sq.ft. 1.8 sq.ft. 2.87 Balk. 4.9 sq.ft. CSZ Weight g 7.3916s. 7.3916s. 21.0416s. 31.6516s. EPA 0.87 sq.ft. 0.87 sq.ft. 1.08 sq.ft. 1.97 sq.ft. C54 Weight 9.03lbs. 9.031bs. 14.88lbs. 23.361bs. C" EPA N/A N/A 0.93 sq.ft. 1.43 sq.ft. Weight 16.23 lbs. 25.88 lbs. C514 EPA 0.43 sq.ft. 0.43 sq.ft. 1.61 sq.ft. 2.08 sq.ft. Weight 8.44lbs. 8.44lbs. 35.21bs. 43.04lbs. EPA 0.69 sq.ft. 0.69 sq.ft. 1.98 sq.ft. 2.23 sq.ft. C513 Weight 10lbs. 10lbs. 16lbs. 23Ibs. MC5 EPA 1.84 sq.ft. 1.84 sq.ft. 2.07 sq.ft. 3.23 sq.ft. Weight 15.2 lbs. 15.2 lbs. 16.25 lbs. 27.13 lbs. P4-Pendant Medium(4-Bolt Tenon Adaptor)Round Arm Style EPA Arm Style Arm Configurations W1X�- 51X )_- S1E --O S2E o- o DT6 EPA 1.12 sq.ft. 1.12 sq.ft. 1.13 sq.ft. 2.10 sq.ft. Weight 5.1lbs. 5.1lbs. 8.1lbs. 12.1Ibs. EPA 1.83 sq.ft. 1.83 sq.ft. 3.02 sq.ft. 6.04 sq.ft- weight weight 739lbs. 739lbs. 21.04lbs. 31.65lbs. EPA 1.33 sq.ft. 1.33 sq.k. 2.11 sq.ft. 3.53 sq.ft. C54 Weight 9.03lbs. 9.03lbs. 14.88lbs. 23.36lbs. EPA 1.52 sq.ft- 2.79 sq.ft. C56 Weight N/A N/A 16.23 Ibs. 25.88 lbs. EPA 0.38 sq.ft. 0.38 sq.ft. 1.95 sq.ft. 2.39 sq.ft. CSIs Weight g 5.1716s. 5.1716s. 35.21bs. 43.0416s. EPA 1.05 sq.ft. 1.05 sq.ft. 1.84 sq.ft. 2.81 sq.ft. Cs13 Weight g 11 lbs. 11 lbs. 16 lbs. 23Ibs. MCs EPA 1.84 sq.ft. 1.84 sq.ft. 1.84 sq.ft 3.68 sq.ft. Weight 15.21bs. 15.2lbs. 16.25lbs. 2713lbs. lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,QC J4G 2H9 CA T United States 617.307.5700 1 Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info@lum enpulse.com www.lumenpube.com www.lumenpube.com/products/2159 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 2 / 10 2021.05.11 copyright©2021 LMPG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 63 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S2E-4-R-M-BRK-BK S2 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family EPA Table- Square Pole Shape P3-Pendant Small(3-Bolt Tenon Adaptor)Square Arm Style EPA Arm Configurations Arm Style W1X� SIX I--O S1E 0 s2E O----C) CMO EPA 0.81 sq.ft. Weight 523lbs. N/A DMO EPA 0.73 sq.ft. Weight 5.63lbs. DT6 EPA 0.52 sq.ft. 0.52 sq.ft. 1.25 sq.ft. 1.88 sq.ft. Weight 5.11bs. 5.11bs. 8.1lbs. 12.11bs. CSZ EPA 1.8 sq.ft. 1.8 sq.ft. 4.4 sq.ft. 6.23 sq.ft. Weight 7.39lbs. 7.39lbs. 21.041bs. 31.65lbs. EPA 0.87 sq.ft. 0.87 sq.ft. 1.68 sq.ft. 2.25 sq.ft. C54 Weight g 9.0316s. 9.031bs. 14.8816s. 23.3616s. EPA 0.43 sq.ft. 0.43 sq.ft. 4.31 sq.ft. 4.65 sq.ft. C514 Weight g 8.441bs. 8.4416s. 35.216s. 43.0416s. EPA 0.69 sq.ft. 0.69 sq.ft. 2.5 sq.ft. 3.1 sq.ft. CS13 Weight 10lbs. 10lbs. 16lbs. 231bs. NICS EPA 1.84 sq.ft. 1.84 sq.ft. 2.41 sq.ft. 3.26 sq.ft. Weight 15.2lbs. 15.21bs. 16.251bs. 27.13lbs. P4-Pendant Medium(4-Bolt Tenon Adaptor)Square Arm Style EPA Arm Style Arm Configurations W1X SIX I--O S1E ---0 S2E 0--o DT6 EPA 1.12 sq.ft. 1.12 sq.ft. 1.71 sq.ft. 2.78 sq.ft. Weight 5.1lbs. 5.1lbs. 8.1lbs. 12.11bs. EPA 1.83 sq.ft. 1.83 sq.ft. 5.1 sq.ft. 7.4 sq.ft. CSZ Weight 739lbs. 739lbs. 21.04lbs. 31-65lbs. EPA 1.33 sq.ft. 1.33 sq.ft. 2.95 sq.ft. 4.78 sq.ft. C54 Weight g 9.0316s. 9.0316s. 14.8816s. 23.3616s. EPA 0.38 sq.ft. 0.38 sq.ft. 4.44 sq.ft. 4.93 sq.ft-Weight 5.17lbs. 5.17lbs. 352lbs. 43.04lbs. EPA 1.05 sq.ft. 1.05 sq.ft. 2.64 sq.ft. 3.36 sq.ft-Weight 11lbs. 11lbs. 16lbs. 23lbs. MCS EPA 1.84 sq.ft. 1.84 sq.ft. 2.67 sq.ft. 3.8 sq.ft. Weight 15.2lbs. 15.2lbs. 16.25lbs. 27.13lbs. lumenpulsemm 1220 Marie-Vlctorin Blvd.,Longueuil,QC J4G 2H9 CA T United States 617.307,5700 I Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 infoslumenpulse.com www.lumenpulse.com www.lumenpulse.com/products/2159 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 3 / 10 2021.05.11 copyright©2021 LM PG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 64 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S2E-4-R-M-BRK-BK S2 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family P3 - Pendant Small(3-Bolt Tenon Adaptor)Arm Style Dimensions CMO Arm Style DMO Arm Style DT6 Arm Style q 7• 41 198' —f 8 I 2 1621 8 12j' L163.. . L q 161. SIDE VIEW 2 I�17j' W1XD--O 18 2" SIDE VIEW SIDE VIEW WIXP*- W1XD--O six)— SlE — S2E �C 4 5 6 CS2 Arm Style CS4 Arm Style CS6 Arm Style 304" 40 I 12" 33" " 1 g 224• 191" 8 IL1. L 251. 18 20 j'n L 162. 8 271' SIDE VIEW SIDE VIEW SIDE NEW 8 SIX)--O S1E•--0 S2E 0— S1E— S2E -- -0 wlxD--o SIX?-O S1E—O S21E 45606 4 5 45608 CS12 Arm Style CS13 Arm Style MC5 Arm Style 324" 30'274' 10 � 8 58 4„ 18„ 351.-2178" _V 371 198 10$• SIDE VIEW SIDE VIEW W1X�-o SIX)-0 S1E�-0 S2E o- o WIX F 0 SIX)—O S1E� 0 S2E 0� 0 }I— 456ImmR 45600 2 ' 22' SIDE VIEW W1XP--0 SIIX1—O S1E—O S2E O+O 45608 • Mid-pole/mid-lu mina ire distance is bases on 4 in pole(add 1/2 in for 5 in pole and I in for 6 in pole). lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,QC J4G 2H9 CA T United States 617.307.5700 1 Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info@lum enpulse.com www.lumenpube.com www.lumenpube.com/products/2159 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 4 / 10 2021.05.11 copyright©2021 LMPG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 65 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S2E-4-R-M-BRK-BK S2 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family P4- Pendant Medium (4-Bolt Tenon Adaptor)Arm Style Dimensions DT6 Arm Style CS2 Arm Style CS4 Arm Style F --- — ---% 164' 161" ° 412. 2 4014' 181" 15I„ SIDE MEW 2 W1X�--O S1Xj`O S1E 52E 228 1.tL25i.4560S8 U 271. 4 271 I- 291 - SIDE VIEW SIDE VIEW W1X�--O S1X}—O ME. 0 S2E W1X�—O S1X}— S1E--- S2E 4 5 60 4 5 6 CS6 Arm Style CS12 Arm Style CS13 Arm Style 38 i" 324" 4 204" 58 1 �1�• 35 2" ' f 372„ ` 24" I 101" SIDE VIEW SIDE VIEW , W1X"�--O six S1E— S2E --�O S1EO WE O----o � �^ - 4 5 6 450 22' - SIDE VIEW W1x' S1X)-- S1E S2E 4 5 6 MCS Arm Style f 308"274" UL 171" SIDE VIEW 198" W1X�--O SIX)-0 S1E0 S2E 0— 0 45608 • Mid-pole/mid-lu mina ire distance is bases on 4 in pole(add 1/2 in for 5 in pole and 1 in for 6 in pole). lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,QC J4G 2H9 CA T United States 617.307.5700 1 Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info@lum enpulse.com www.lumenpube.com www.kimenpube.com/products/2159 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 5 / 10 2021.05.11 copyright©2021 LMPG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 66 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S2E-4-R-M-BRK-BK S2 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family Wall Mounting Arm (W1X) Configuration Mounting Plate Details CMO and DMO Arm Style Mounting Plate DT6 and CS4 Arm Style Mounting Plate 2" 4g" + I 22 2. A e 6,' 9a" A 0 0 01" fdl" I 1 mB'-. e e r 6" 82. $ 21. 0 1 I 2 B 59 J ill CS2 and CS12 Arm Style Mounting Plate CS13 Arm Style Mounting Plate MC5 Arm Style Mounting Plate 5 J' - 5' 31' - 3!, 32' ' B o 25. B 0 .A o o f 064 64 4 142' 16' 1 1 4" 222' 24' o 341 36 A �25. 0�. � 64 24. 0 0 A 03, 4 24' o 0 A-Wire-Feeding Location B-(4x)03/8-16 Bolts(not included) • Choose an electrical box of appropriate dimensions. nfo@lu ne plulsoe.comd.,Longw w.lumen4pubecom www.kimenpube.com/product/2159a 1.877.937.3003 514.937.3003 F514.937.6289 lumenpulse LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 6 / 10 2021.05.11 copyright©2021 LM PG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 67 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S2E-4-R-M-BRK-BK S2 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family Variable Height Mounting Arm(SIX) Configuration Mounting Plate Details DT6 Arm Style Mounting Plate CS4 Arm Style Mounting Plate 4' �- '4 A o of 3" 7 g4 41„ 61 �" 8 2" 2 4 32" ---1 1 B B �1., A B 2 32" CS2 and CS12 Arm Style Mounting Plate CS13 Arm Style Mounting Plate MC5 Arm Style Mounting Plate 4,. _ 4• _ 4" 1 B -o , ' B -o + A o— , fd32' 032" 0 4 14?. 1<, 1 1 q" 22 2' 24' 342' 36' �A, 1B5" 4 �32 21. 0 A 04" 24. 0 A-Wire-Feeding Location B-Straight and Muffler Pole:(2x)03/8-16 Thru Bolts(included) Lumentech Smart Pole:(2x)07/16-14 Bolts(included) lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,QC J4G 2H9 CA T United States 617.307.5700 1 Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info@lum enpulse.com www.lumenpube.com www.lumenpube.com/products/2159 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 7 / 10 2021.05.11 copyright©2021 LMPG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 68 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S2E-4-R-M-BRK-BK S2 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family Luminaire Mounting Option Details - Luminaire/Arm style Junction P3-Pendant Small(3-Bolt Tenon Adaptor) P4-Pendant Medium(4-Bolt Tenon Adaptor) A A B D(4x @ 90*) B D(3x 0120*) C = _ C A-Decorative Arm A-Decorative Arm B-3-Bolt Tenon Adaptor B-4-Bolt Tenon Adaptor C-Luminaire C-Luminaire D-(3x)01/2 in x 1 in Bolt(included with luminaire).02 1/2 in Bolt Circle D-(4x)03/8 in x 1 in Bolt(included with luminaire).03 3/4 in Bolt Circle Pole Top Options Details- Arm Style/Decorative Pole Junction BRK-Drilling Pattern for Decorative Arms* CS6 Arm Style with S1 E Configuration on 4 In Pole A A B 3, 2x(3xj 120°) C �� C —L T �D 2x(3x0l20*) A-Decorative Arm B-Internal Adaptor A-Decorative Arm C-Pole B-05/16 in Set Screw(included with the arm) D-05/16 in Set Screw(included with the pole) C-Pole Bracket end Slip Fits 6 in Deep onto Pole *Required for DT6,CS2,CS4,CS6(except S1 E on 4 in pole),CS12,CS13 and MC5 arm style with S1 E and S2E configurations. lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,QC J4G 2H9 CA T United States 617.307.5700 1 Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info@lum enpulse.com www.lumenpube.com www.lumenpube.com/products/2159 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 8 / 10 2021.05.11 copyright©2021 LMPG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 69 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S2E-4-R-M-BRK-BK S2 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family Options SPR5 and SPR7-5-Pin and 7-Pin Receptacles SPR5 SC and SPR7 SC-5-Pin and 7-Pin Receptacles with Shorting Cap �W V • Dimming receptacle meets ANSI C136.41 Standard nfo@lu ne plulsoe.comd.,Longw w.lumen4pubecom www.kimenpube.com/product/2159a 1.877.937.3003 514.937.3003 F514.937.6289 lumenpulse LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 9 / 10 2021.05.11 copyright©2021 LM PG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 70 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: ARM-P-P4-CS12-S2E-4-R-M-BRK-BK S2 Specification Sheet decorative arms Pendant-Mount Arm Compatible with Allegra Family How to order Arm Luminaire Arm Style Arm Pole Dimension Pole Sha a(7)(e) Pole Wall Pole Top Options Finish Options Mounting Configuration M 0) i Thickness(7))e) Options I') (") ARM-P P3 Arm W1X 4 L BRK BK CRC Decorative Pendant Small Arm style CMO Wall Mounting 4 in Straight or Round 1/8 in Drilling Pattern Block Corrosion- Arm for Adapt Tenon Arm I°) Muffler Pole for Decorative Sandfex® resistant Pendant- Adaptor) DMO S M Arms pe)n+l coating for Mount Arm Style DMO Six Square 3/16 in BRZ hostile Luminaire P4 Variable 5 in Straight or Bronze environments Pendant DT6 Height Muffler Pole H Sendtexe Medium(4-Bolt Arm style DT6 Mounting Arm 1/4 in SPR5 Tenon Isl 6 SI 5-Pin Adaptor)(2) CS2 6 in Straight or W Silver Sandtexe Receptacle(le) Arm Style CS2 S1E Muffler Pole 5/16 in BKTX II')(20) Single Tenon CS4 Mounting Arm ST Textured black SPR5 SC Arm style CS4 16) 5 in 5-Pin Lumentech BRZTX Receptacle 52E Pole(1)Pr) with Shortinq CS6 Textured pe) is)i2o) Arm style CS6 Double Tenon bronze non- Cap 11) Mounting Arm 6T metallic 6 in SPR7 CS72 LumenteCh GRATX 7-Pin Arm style CS12 Pole(Io) Textured Receptacle ne) medium gray CS 13 ST SPR7 SC Arm style CS13 8 in GRNTXLum 7-Pin Poeenofech Textured green Receptacle MC5 with Shorting Arm style MC5 WHTX Cap II9)(91 T2o1 Textured white CC PB Custom color Photoelectric and finish TyellleBlztTon (please specify RAL color)n sl 16)(17) Notes: 1.Refer to pecification Sheet for Luminaire Mounting Options informations. 13,Drilling Patte rn for Decorative Arm option need to be selected in Decorative Pole product cotle if required by the 2.Available with luminaire S DT6,CS2,CS4,CS6,CS 12,CS 13 and MC5 Arm S e onl Decorative Arm product code.Refer to Decorative Pole specification sheet and Area Lighting Pole Guide for detaik prior to 3.Pole W all Thickness not required with overlap Arm Style is E Arm Configuration when combined with 4 in Pole Dimension). omplefing the Decorative Arm product code. 4.Available with CMO,DMO,DT6,CS2.CS4,CS I2,CS 13 and MC5 Arm Style only. 14.Drilling Pattern for Decorative Arm option required for DT6,CS2,CS4,CS6(except Sl E configuration for 4 in pole).CS12. 5.Available with DT6,C52,CS4,CS 12,CS 13 and MC5 An,Style on CS13 and MC5 Arm Style 6.Available with DT6,CS2,CS4,CS6.CS 12.CS 13 and MC5 Arm Style only. 15.Specify RAL number followed by"TX"for texturetl finish(ex:RAL9007TX)or STX for Sandtex finish lox:RAL9007STX).Textured 7.The Decorative Arm must be compatible with the chosen Decorative Pole to insure optimal fit of the Pole/Arm junctions. or Sandfex finishes are recommended far the durability of all products.If a finish is not specified with the RAL number(ex: Refer to Pole specification sheet and Area Lig Ming Pole Guide for defers prior to completing the Decorative Arm product RAL9007),a glossy finish will be provided.Please consult factory for other RAL textures and glosses,or to match alternate color code. charts.Final color matching results may vary. B.Pole informations required for Sl X,SIEand S2E onN(Pole Wall Thickness not requietl for SlXconfigurat'ron) 16.SetupchargesapPNforRALcolors.ConsuItfactoryfordetaik. y. 17.Longer lead times can be expected for custom RAL color finishes. 13.Not available with WI X and SIX configurations. 11.Consult factory for availabrify with fluted shape poles. 19.Only one Receptacle or Photoelectric Cell can be specified per fature. 12.Pole wall thickness available with Straight antl Muffler pole onN. 20.Available with DT6,CS2,CS4,CSI2,CSI3 antl MCS Arm SMe onty. 21.Available with CMO and DMO Arm Style only. lumenpulse 1220 Marie-Victorin Blvd.,Longueuil,CC J4G 2H9 CA T United States 617.307.5700 1 Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info@lum enpulse.com www.lumenpube.com www.lumenpube.com/products/2159 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 10 / 10 2021.05.11 copyright©2021 LMPG Inc. MS-R7 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 71 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: RAGNI Type: Model Number: LAM-S-1-3-35-12-1-C-BRZ-BRZ S3 Submitted by Ragni Lighting Catalog Number: SYM: Job Name:IR FAM-S-1-3-35-12-1-C-BRZ-BRZ Smokey Point RAGNI J Stainless Steel Cable Catalog Number A Cable Clamps LAM-S-1-3-35-12-1-C-BRZ-BRZ Suspend Adjust Module PCB-16 Bolt Eye bolt Current 350mA Suspend Lumens 10331m Knuckle Power 15.0 W p DIST T5 CCT 3000 K Color BRZ Pole by others Line Voltage UNV r ANCHOR BOLTS D QTY Eye Bolt SIZE Cable BCD: Pole by others Clamps Projection. Anchor Bolts not shown Rated to 100mph Wind 3/8,, SS ONE APPROVED DRAWING Cable MUST BE RETURNED TO RAGNI LIGHTING BEFORE THIS S 1T Wire/ CAN BE FABRICATED Cabling by WARNING:THIS FIXTURE MUST others BE GROUNDED IN ACCORDANCE TO DETAIL A ELECTRICAL CODES Representative Quote # JOB NAME: SEATAC LIGHTING & CONTROLS Smokey Point DOCUMENT INFO ( (� REV # DATE 1R 7 A 02/21/2024 RAGNI LIGHTINGL DRAWN BY 4912 Lima Street NAME DATE L Denver CO 80239 BPROV 02/21/2024 _� (720) 370-0400 APPROVED BY RAGNI J NAME DATE Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 72 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: RAGNI Type: Model Number: LAM-S-1-3-35-12-1-C-BRZ-BRZ S3 Ins allation kit for _ Cartenary Kit Content O318"Stainless steel cables&1813 SJT Power Cable 0Turnbuckles Length of the cable=Distance between the poles AQ6 r ap!> © clamps Cable clam Thimbles for cable D � v 0 s 0 3 a s Installation Layout v a c © g / O O� o c_ a Luminaire's mounting not included 0 a a a c 0 0 Z v Y v Poles not included 0 c 0 c c v E 0 o www.ragni-lightin• corn Prepared By:Graybar-Seattle Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 73 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: RAGNI Type: Model Number: LAM-S-1-3-35-12-1-C-BRZ-BRZ S3 Catenary Fixture Mounting Bracket The adjustable link bar mounting bracket allows the luminaire to be horizontal even on an inclined hanging wire. Material:Stainless steel Finish:Stainless steel or added value RAL at the customer's choice The T-connector allows in-line wiring of power cable to each Fixture. -Aft Mounting with 2 stainless steel cable clamps It Compatible with every hanging luminaire, available in 4 versions depending on the mounting: 1" BSPT or 3/4" BSPT, male or female connector. RI Prepared By:Graybar-Seattle Graybar.com Justin Horn justin.horn@graybar.com November 26,2024 74 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: RAGNI Type: Model Number: LAM-S-1-3-35-12-1-C-BRZ-BRZ S3 Item#RL-SS-0.375-CAB RAGNI Specification Sheet LIGHTING GROUPE RAGNI 3/8" X 200', 7x19, Type 304 Stainless Steel Cable Reel Itern #:22030020 Length: 200 ft Cable Diameter: 3/8 inches WLL (5:1): 2400 Ibs Breaking Load: 12000 Ibs Weight (per foot): 0.243 Ibs Prepared By: Graybar-Seattle I Graybar.com Justin Horn justin.horn@graybar.com November 26, 2024 75 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: GARMIRE Type: Model Number: GSQ6XX-3GA-SAH-HDG-RAL9017-LAB S3 CONTRACT No.: JOB NAME: Smokey Point Community Park AGENCY: SEA-TAC LTG. C O DISTRIBUTOR: r CONTRACTOR: L5 15' TOP CAP 3/8"X 3"X 9-1/4"PLATE W/SINGLE 1"DIA I ATTACHMENT HOLE AT 180 DEGREES I I FROM HAND HOLE l—� POLE SHAFT GSQ620-3GA-SAH-STD FINISH-USA QUANTITY: 8 SHAFT: 6 IN.SQUARE STEEL GAUGE: 3-GA A500B POLE HEIGHT: 20'-0" HAND HOLE: 3"X 5" HAND HOLE ELEVATION: 18"O.C. BASE PLATE: 1"A36 BOLT CIRCLE: 12-3/4" ANCHOR BOLTS: V X 36"X 4" ANCHOR BOLT GRADE: F1554GR55 BASE COVER: 2-PIECE SQUARE SAH: V ATTACHMENT HOLE HAND HOLE ❑ �BASE PLATE FINISH: STANDARD-TBD WELDING:1 AWS D1.1-LATEST SCALE:INOT TO SCALE Garmire IronWorks,Inc. 5620-48th Drive N.E.• Marysville, WA 98270 (360)651-1001 •Fax(360)651-1002 sales @ armireironworks.com FINISH : RAL9017 Prepared By:Graybar-Seattle I Graybar.com Justin Horn justin.horn@graybar.com November 26,2024 76 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A/ PM4-1-BK S4 Specification Sheet lumenbeam Medium LBM WHITE AND STATIC COLORS Project Name Qty Type Catalog/Part Number 88• �416�� 1 71° 4 1016 1 1�, W Front view Side view Photometric Summary Description Symmetric The Lumenbeam Medium is an I1`66-rated luminaire for lighting Delivered Intensity landscapes,trees,columns,monuments,and architectural output(Im) (peak cd) details.It has numerous options,including optics for flood or XN(3°) 2,381 331,81 1 accent lighting,a choice of color temperatures and colors,as VN(6*) 1,888 99,894 well as various accessories,spread lenses,and controls.The NS 1 2,714 38,895 1 luminaire also has an anti-corrosion option for use in harsh, NF 201 2,567 24,613 chemical,or coastal environments. M(301 2,490 13,855 Features FL(4(") 2,252 5,837 WFL(60°) 2,020 1,520 Color and Color Temperature 2200K,2700K,3000K,3500K,4000K,5700K,Red,Green,Blue rllefnc Optics(Nominal Distribution Extra Narrow 3°, 6° NS 10° NF 20°,M 30°,FL 40°,WFL NAS 1,726 28,602(02.5°) VN( 1 ( ) ( ) ( ) ( ) ViIW 2,363 3,940 MY) (601),NAS(Narrow Asymmetric),WW(Asymmetric Wallwash) Based on 4000K configuration. Optical Option Linear Spread Lens Horizontal Distribution,Linear Spread Lens Photometric performance is measured in compliance with IESNA IM 7908. Vertical Distribution Option Short Yoke 3G ANSI C136.31-2010 Vibration Rating for Bridge Applications Corrosion-resistant Coating for Hostile Environments Cable Color Black,White Power Consumption 28 W Warranty 5-year limited warranty Performance Maximum Delivered Output 2,714 Im(4000K,NS 10°) Maximum Delivered Intensity 331,811 cd at nadir(4000K,XN 3°) Illuminance at Distance Minimum 1 fc at 578 ft(4000K,XN 3°) Color Consistency 3 SDCM Color Rendering Minimum CRI 80 lumenpulse nfo@lu ne plulsorin e.comd.,Longwww.lu enp4 ke comA T United States www.ki enpube clom/pmduclts%751 Canada 1.877.937.3003 514.937.3003 F 514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 1 / 18 2024.01.02 copyright©2024 LM PG Inc. JC-R43 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 77 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A/PM4-1-BK S4 Specification Sheet lumenbeam Medium LBM WHITE AND STATIC COLORS Optic Lumen Maintenance L70>250,000 hrs(Ta 25°C)(>80,000 hrs for XN 3°,VN 6°,NAS optics only) FAA0 K M Physical Housing Material Low copper content high pressure die-cast aluminum Extra Very Narrow Narrow -- -- - -- -- - -- -- - -- ---- Narrow 3° Narrow 6° 1 Spot 10° Flood 20° Yoke Material Heavy aluminum(standard yoke included) C Lens Material Clear tempered glass Hardware Material Stainless steel Gasket Material Silicone Medium Flood 401 Wide Flood Narrow 30° 60° Asymmetric Surface Finish Electrostatically applied polyester powder coat Weight 6.7 Ibs EPA Front=0.44 sq ft,Side=0.18 sq ft Electrical and Control Asymmetric Wallwash Voltage 100 to 277 volts Color and Color Temperature Fixture Cable Power and data in one cable ec �2000 Conductors #2#16D X/R control),SC#16-5(DIM,DALI control),6C#14-3/ _ . . _ . _ _ . _ _ ....._.....................................#24-3._...DMX/RDM.con.trol)............_....._............._....._............._............._....._............._....._............._............._....._............._.Control On Off Control 0-10V Dimmin DALI dimmin DMX RDM 2200K 2700K 3500K 4000K 5700K 0 9, 9, / 400 • enabled,Lumentalk system is enabled with LDB accessory-see typical wiring diagrams for details Red Green Blue Resolution(DMX/RDM) Per fixture,8-bit or 1 6-bit Control Environmental Storage Temperature -40 OF to 158 OF(device must reach start-up temperature value aN^IT 0-1 OV DALI DMx/RDM before operating) Start-up Temperature -13 OF to 122 OF Ratings Operating Temperature -40 OF to 122 OF IP66 IK09 Ingress Protection Rating IP66,Wet location rated Certifications Impact Resistance Rating IK09 Application Wind Speed Luminaires were designed based on AASHTO 2013 standard to � ensure highest quality and safety.Installation should be C HL us C E Ro s O validated by a local project engineer to ensure the luminaires WY , are suitable for the wind speed and exposure of the specific 'G application �❑ 9uJ TION Accessories(Order Separately) RATING Optical Accessories Lumenbeam Medium Snoot,Lumenbeam Medium Snoot wide, Lumenbeam Medium Visor,Lumenbeam Medium Linear spread lens adjustable,Lumenbeam Medium Wire guard Control Boxes DMX/RDM enabled(daisy chain or star configuration),Ethernet enabled(daisy chain or star configuration),Lumentalk Data Bridge Control Systems LumentoneTm 2(LTN2),Pharos®kit(PHAROS) Diagnostic and Addressing Tools LumenlD(LID),LumentalklD(LIDLT) lumenpulse nfo@lu ne plulsorin e.comd.,Longwww.lu enp4 ke comA T United States www.ki enpube clom/pmduclts%751 Canada 1.877.937.3003 514.937.3003 F 514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 2 / 18 2024.01.02 copyright©2024 LM PG Inc. JC-R43 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 78 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A/PM4-1-BK S4 Specification Sheet lumenbeam Medium LBM WHITE AND STATIC COLORS Chromaticity Data TM-30-4000K Spectral Power Distribution COT _�_ TN430 � "=a 5wae—Relere�ce S- 4000K 4. a:: , 3-.._. R, g R. R. E i RS 9f c> e e E '0 3 � o P ;R!lttr Wavelength(nm) lold.,Long eb A T United States 617.307.5700 ul Canada 1.877.937.3003 514.937.3003 IF 514.937.6289lumenpulse nfo@lu nepulsecom www.lunpecom www.kienpubecom/podcts%751 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 3 / 18 2024.01.02 copyright©2024 LMPG Inc. JC-R43 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 79 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A/PM4-1-BK S4 Specification Sheet lumenbeam Medium LBM WHITE AND STATIC COLORS Mounting Options SY-Short Yoke 3 ' 13. 88 _ r-416 r —r 71 4 816' Front view Side view Mounting Details Mounting Hole Pattern-Standard And Short Yoke —2° 07" 05. 16 16 Adjustable Pivot Limits 0. 20° 0. ® I 105' 165' Standard yoke Short yoke lumenpulsemm 1220 Marie-Vlctorin Blvd_Longu euil,QC,J4G 2H9.CA T United States 617.307.5700 1 Canada 1.877.937.3003 1 514.937.3003 IF514.937.6289 info:slum enpu lse.com www.lumenpulse.com www.lumenpulse.com/products/2751 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 4 / 18 2024.01.02 copyright©2024 LM PG Inc. JC-R43 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 80 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A/ PM4-1-BK S4 Specification Sheet lumenbeam Medium LBM WHITE AND STATIC COLORS Optical Options LSLH-Linear Spread Lens Horizontal Distribution LSLV-Linear Spread Lens Vertical Distribution Beam Angles Optic installed Beam angle in fixture with LSLH/LSLV XN 5'x 60' VN 7'x 60' NS 13'x 66' 77 +LSLH LSLV NF 16'x 62' M 23'x 65* LSLH-Linear spread lens horizontal distribution FL 33'x 70' LLF:0.88* *LLF may vary slightly by distribution chosen. Factory installed,not adjustable on site.Not available for WFL,NAS and WW optics. See'Optical Accessories'section for field adjustable spread lens(LSLA). Mounting Accessories(Order Separately) Round Pole Mounting Accessory • e 1 58" BK-BLACK FINISH 1� I 1216" PM4 model shown. Consult factory for square pole section. PM4 PM4.5 PM5 e e e For pole 0 4"t 4.5"f 5"t 1 16 16 16 PM4-1 PM4.5-1,PM5-1 -Round pole mounting PM4-2,PM4.5-2,PM5-2-Round pole mounting Consult factory for other pole diameters. accessory-single fixture accessory-twin fixtures *One bracket assembly is supplied per 2 fixtures unless otherwise specified. lumenpulse nfo@lu ne plulsorin e.comd.,Longwww.lu enp4 ke comA T United States www.ki enpube clom/p mduclts%751 Canada 1.877.937.3003 514.937.3003 F 514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 5 / 18 2024.01.02 copyright©2024 LM PG Inc. JC-R43 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 81 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A/PM4-1-BK S4 Specification Sheet lumenbeam Medium LBM WHITE AND STATIC COLORS PLTU-Universal Yoke SK-Stake Mounting S � O d16� 1016" 0 �C • O• • a•o 181b o 0 o O a0 Refer to the Universal Yoke specification sheet and Pole installation instructions for more details.Square Lumentech profile shown.The mounting holes used for this fixture are shown in gray. Tenon Adapter 16 � O 58" 5 7 3 y., 8 316 4�+02 2" 04 TN2-Tenon adapter to fit on 2 3/8 in O.D.tenon TN4-Tenon adppter to fit on 4 in O.D.tenon Vertical mounting only.Consult factory for horizontal mounting. Vertical mounting only.Consult factory for horizontal mounting. lumenpulse nfo@lu ne plulsorin e.comd.,Longwww.lu enp ke comA T United States www.ki enpube clom/pmduclts%751 Canada 1.877.937.3003 514.937.3003 F 514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately b / 18 2024.01.02 copyright©2024 LM PG Inc. JC-R43 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 82 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A/PM4-1-BK S4 Specification Sheet lumenbeam Medium LBM WHITE AND STATIC COLORS Optical Accessories(Order Separately) Installed optical accessories will affect the maximum pivot limits for each mounting option,consult factory for details. SN-Snoot SNW-Snoot Wide 9. 83" 3 6 8 6 fd8ill 71-3 16 8 — 16 {- s•.� 05 A 10 T6 Is 1 1'8 LBMSN-FINISH-BK-OPTIONS(CRC) LBMSNW-FINISH-BK-OPTIONS(CRC) Interior surface painted black.Please specify the exterior FINISH from the list of Interior surface painted black.Please specify the exterior FINISH from the list of finishes in the fixture order code. finishes in the fixture order code. VS-Visor LSLA-Linear Spread Lens Adjustable 32, 89„ — 88" 16 16� 88 21_ 2 } 051 ® i' 1011" �5 ® i 10 11, 16 T-6' LBMVS-FINISH-BK-OPTIONS(CRC) LBMLSLA-FINISH-OPTIONS(CRC) Interior surface painted black.Please specify the exterior FINISH from the list of Please specify the exterior FINISH from the list of finishes in the fixture order code. finishes in the fixture order code. WG-Wire Guard Accessory Combinations 83" 1 u 52. 8 2� + Snoot Sr+oot wide Visor sprea Linear d LBMSNLSLA N/A' LBMVSLSLA 0 1 1� lens odiuslaWe �16 Wire guard LBMVNWG N/A LBMVSWG LBMWG-FINISH-OPTIONS(CRC) Accessory combinations must be ordered together on a single line. Please specify the exterior FINISH from the list of finishes in the fixture order code. Ex:A snoot+wire guard combination order code is LBMSNWG-FINISH-BK- OPTIONS.A maximum of two accessories can be combined per fixture. *Consult factory for a linear spread lens adjustable+snoot wide combination. lumenpulse nfo@lu ne plulsorin e.comd.,Longwww.lu enp4 ke comA T United States www.ki enpube clom/pmduclts%751 Canada 1.877.937.3003 514.937.3003 F 514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 7 / 18 2024.01.02 copyright©2024 LM PG Inc. JC-R43 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 83 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A/PM4-1-BK S4 Specification Sheet lumenbeam Medium LBM WHITE AND STATIC COLORS Diffuser Lenses(Intended for Mockup Purposes Only,Order Separately) Diffuser Lens 1(1 Notch) Diffuser Lens 2(2 Notches) Diffuser Lens 3(3 Notches) 147671 147672 147673 Diffuser Lens 4(4 Notches) Diffuser Lens 5(5 Notches) Diffuser Lens 6(6 Notches) 147674 147675 147676 Final Distribution Using Diffuser Lenses Final Distribution Using Diffuser Lens Original Diffuser Lens 1 Diffuser Lens 2 Diffuser Lens 3 Diffuser Lens 4 Diffuser Lens 5 Diffuser Lens 6 Fi Distribution on 1 Nokh 2 Notches 3 Notches 4 Notches 5 Notches 6 Notches xture XN(40/50) VN NS VN(6% NS 'IF M FL WFL NS(10% NF M(301 FL WFL FL(40') V1IFL(60% Choose a diffuser lens based on the desired final beam distribution.Refer to the 6-digit part numbers above to order diffuser lenses individually.To order a complete set of 6 diffuser lenses in a bag,refer to the following item names:LBS:LBALK-S LBM/LBMP:LBALK-M LBL/LBLP:LBALK-L LBG/LBGP:LBALK-G LBX/LBXP:LBALK-X. The diffuser lenses are intended for mockup purposes only.A lens holder is required to install a diffuser lens on the fixture,order separately using the following names: LBS:LBSLSLA-FINISH-LBALK LBM/LBMP:LBMLSLA-FINISH-LBALK LBL/LBLP:LBLLSLA-FINISH-LBALK LBG/LBGP:LBGLSLA-FINISH-LBALK LBX/LBXP:LBXLSLA-FINISH-LBALK Please specify the exterior FINISH from the list of finishes in the fixture order code. Refer to the Diffuser Lens Installation Instructions on the Lumenpulse website for information on installing the diffuser lenses. lold.,Long QC, A T United States 617.307.5700 ul Canada 1.877.937.3003 514.937.3003 IF 514.937.6289lumenpulse nfo@lu nepulsecom www.lunpecom www.kienpubecom/pmdcts%751 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 8 / 18 2024.01.02 copyright©2024 LM PG Inc. JC-R43 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 84 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A/ PM4-1-BK S4 Specification Sheet lumenbeam Medium LBM WHITE AND STATIC COLORS Control Boxes(Order Separately) CBX-DMX/RDM-DMX/RDM Enabled(Daisy Chain or Star Configuration) CBX-ENET-Ethernet Enabled(Daisy Chain or Star Configuration) DMX/RDM control box.Up to six power and data outputs to fixtures or fixture Ethernet control box.Up to four power and data outputs to fixture or fixture runs.Consult CBX specification sheet and installation instructions for details. runs.Consult Ethernet CBX specification sheet and installation instructions for Lumenterminators provided with CBX(2x for daisy chain configuration,6x for details. star configuration),consult factory to order spares. LDB-Lumentalk Data Bridge A; 4 Lumentalk Data Bridge,0-1 OV or DMX output.Consult LDB specification sheet for details. lumenpulse nfo@lu ne plulsorin e.comd.,Longwww.lu enp ke comA T United States www.ki enpube clom/pmduclts%751 Canada 1.877.937.3003 514.937.3003 F 514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 9 / 18 2024.01.02 copyright©2024 LM PG Inc. JC-R43 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 85 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A/ PM4-1-BK S4 Specification Sheet lumenbeam Medium LBM WHITE AND STATIC COLORS Control Systems(Order Separately) LTN2-Lumentone—2 PHAROS-PharosO Kit Lumentone 2 is a simple pre-programmed DMX 512 controller with a push The Pharos kit,available for 1 or 2 DMX universes,allows for complete control of button rotary dial and live feedback. large lighting installations.2 DMX universes kit shown. Diagnostic And Addressing Tools(Order Separately) LID-LumenlD LID-LT-LumentalklD I Luu Imenl/D isI a diagnostic and addressing DMX/RDM tool.It must be specified on LumentalklD is a diagnostic and addressing tool.It must be specified for all all DMX applications.Consult LID specification sheet for details. Lumentalk(LT)applications.Consult LID-LT specification sheet for details. lumenpulse nfo@lu ne plulsorin e.comd.,Longwww.lu enp ke comA T United States www.ki enpube clom/p oduclts%751 Canada 1.877.937.3003 514.937.3003 F 514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 10 / 18 2024.01.02 copyright©2024 LM PG Inc. JC-R43 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 86 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A/PM4-1-BK S4 Specification Sheet lumenbeam Medium LBM WHITE AND STATIC COLORS EPA Guide LBM LBM with shoot LBM with visor LBM with snoot wide V 9 b tv a EPA front(sq ft) 0.437 0.437 0.437 0.578 EPA side(sq ft) 0.178 0.317 0.317 0.301 lumenpulse nfo@lu ne plulsorin e.comd.,Longwww.lu enp ke comA T United States www.ki enpube clom/p oduclts%751 Canada 1.877.937.3003 514.937.3003 F 514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 11 / 18 2024.01.02 copyright©2024 LM PG Inc. JC-R43 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 87 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A/ PM4-1-BK S4 Specification Sheet lumenbeam Medium LBM WHITE AND STATIC COLORS Typical Wiring Diagrams Wiring Color Code UL Color Code USE Green Ground Black Line White Line/Neutral Red or Purple 0-1 OV/Data+ Orange 0-1 OV/Data- Gray Signal common(DMX/RDM only) On/Off Control(NO) D A-Power input(100-277V AC,wiring by others) B-Junction box(by others) C-Power wiring(by others) Al D-Lumenbeam Medium A ITT B C On/Off Control(NO)-Wiring Detail B A-Power input or from previous fixture B-To fixture C-To next fixture A' C D-Line E-Ground D F-Line/Neutral E G-Wire-nut(by others) F H G H-Junction box(by others) • Consult factory for specific applications and maximum fixture count/cable length recommendations. • 28 watts per fixture. lumenpulse nfo@lu ne plulsorin e.comd.,Longwww.lu enp4 ke comA T United States www.ki enpube clom/pmduclts%751 Canada 1.877.937.3003 514.937.3003 F 514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 12 / 18 2024.01.02 copyright©2024 LM PG Inc. JC-R43 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 88 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A/PM4-1-BK S4 Specification Sheet lumenbeam Medium LBM WHITE AND STATIC COLORS Lumentalk(LT) B C O I A-Power input roller 77V r s wiring l y others) + I B-Dimmer/controller(order separately from If—'l�l Lumenpulse,or by others) C-Data wiring(by others) ID-Lumentranslator 2(LTL2-DIM,-DMX,-TRIAC,- A y a DALI) E-Power wiring(by others) D E F G H F-Lumentalk Data Bridge(LDB-DIM or LDB-DMX) G-Junction box(by others) H-Power and data wiring(by others) I-Lumenbeam Medium Lumentalk(LT)-Wiring Detail Using LDB B C A-From Lumentalk Data Bridge(control p over power line via Lumentalk system)or from previous fixture A .•• Ij� �' E B-Tofixture C-0-10 V+/Data+ D-O-IOV-/Data- G E-To next fixture j H I F-Line G-Ground H-Line/Neutral I-Wire-nut(by others) J-Junction box(by others) • Consult factory for specific applications and maximum fixture count/cable length recommendations. • Lumentalk Data Bridge required for Lumentalk system,see LDB installation instructions for details. For applications with all fixtures controlled as 1 zone:fixtures and Lumentalk Data Bridge must be specified as DIM.Maximum of 10 fixtures per LDB-DIM, consult factory for applications that require additional capabilities. -For applications with fixtures controlled individually:fixtures and Lumentalk Data Bridge must be specified as DMX,2-step commissioning process: 1 - DMX/RDM system using LumenlD software and a LID,2-Lumentalk system using LumenTalklD software and a LID-LT.Maximum of 32 fixtures per LDB-DMX. Consult factory for details. • For DMX applications: 1 DMX controller per Lumentalk network,maximum of 48 DMX channels per Lumentalk network(minimum step transition update rate is 1 second,minimum fade time between two colors is 1 minute).Consult factory for applications that require additional capabilities. • Maximum of 1 transmitter(Lumentranslator or Lumenlink)per system. • No third party fixtures allowed on the same circuit. • Consult factory for DALI Lumentalk applications. • 1%minimum dimming value. • 28 watts per fixture. lumenpulse nfo@lu ne plulsorin e.comd.,Longwww.lu enp4 ke comA T United States www.ki enpube clom/pmduclts%751 Canada 1.877.937.3003 514.937.3003 F 514.937.6289 LM PG Inc.reserves The right To make changes to this product at any time without prior notice and such modification shall be effective immediately 13 / 18 2024.01.02 copyright©2024 LM PG Inc. JC-R43 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 89 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A/PM4-1-BK S4 Specification Sheet lumenbeam Medium LBM WHITE AND STATIC COLORS 0-10V Dimming(DIM) O F A-Power input 77V AC,wiring by others) B-Data wiring(byby others) C-Dimmer(by others) D-Power and data wiring(by others) E-Junction box(by others) A F-Lumenbeam Medium B D E C 0-1OV Dimming(DIM)-Wiring Detail B C A-Power input or from previous fixture p B-To fixture C-O-10V+ A E D-O-IOV- li E-To next fixture F F-Line G G-Ground H H-Neutral K I I-Wire-nut(by others) J-From dimmer(by others) K-Junction box(by others) • Consult factory for specific applications and maximum fixture count/cable length recommendations. • 0-1 OV mA ratings:passive dimmer(Current Sink):3mA per fixture,active dimmer(Current Source):0.5mA per fixture. • 1%minimum dimming value. • 28 watts per fixture. lorin d.,Long QC, A T United States 617.307.5700 ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/pmdcts%751 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 14 / 18 2024.01.02 copyright©2024 LM PG Inc. JC-R43 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 90 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A/PM4-1-BK S4 Specification Sheet lumenbeam Medium LBM WHITE AND STATIC COLORS DALI Dimming(DALI) ® J A-DALI bus power supply(by others) B-Power input for DALI bus power supply(wiring by others) C-Data output to DALI controller(wiring by others) G D-Data output to fixture(wiring by others) B E-Power input for DALI controller(if required, A F H I wiring by others) E F-DALI controller(by others) T G-Power input(100-277V AC,wiring by others) D H-Power and data wiring(by others) I-Junction box(by others) J-Lumenbeam Medium DALI Dimming(DALI)-Wiring Detail B A-Power input or from previous fixture D B-To fixture C-DA+ D-DA- A E E-To next fixture p F-Line G G-Ground H K I H-Neutral I-Wire-nut(by others) J-From DALI controller(by others) K-Junction box(by others) • Consult factory for specific applications and maximum fixture count/cable length recommendations. • Maximum of 64 DALI fixtures per DALI loop. • Commissioning may be required based on the selection of 3rd party DALI controller.Controller and commissioning provided by others. • 1%minimum dimming value. • 28 watts per fixture. lorin d.,Long QC, A T United States 617.307.5700 ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/pmdcts%751 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 15 / 18 2024.01.02 copyright©2024 LM PG Inc. JC-R43 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 91 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A/PM4-1-BK S4 Specification Sheet lumenbeam Medium LBM WHITE AND STATIC COLORS Star Layout(DMX/RDM) O H - M controller(order separately from L C D E umenpulsenpulse,or by others) B-Data input(Belden 9841 or equivalent,by others) C-Data output to next CBX(optional,not isolated/not boosted) A B D-CBX-ST E-Power input(100-277V AC,wiring by others) F-Power and data output to fixture(wiring by F G others) G-Junction box(by others) H-Lumenbeam Medium Star Layout(DMX/RDM)-Wiring Detail C A-From CBX IKV D B-Lumenterminator FC-To fixture A ND-Data- E-Data+ F-Neutral G-Ground J H-Line -Signal common J-Wire-nut(by others) K-Junction box(by others) Maximum Fixture Count Per Run Configuration/Voltage 120V 208V 240V 277V LBM 29 32 32 32 Based on 15A maximum,16AWG cable,fixtures spaced 10 ft on center,first fixture 50 ft from CBX. • Consult CBX installation instructions for additional wiring details. • Consult factory for specific applications and maximum fixture count/cable length recommendations. • The DMX/RDM protocol states a maximum of 32 DMX/RDM enabled fixtures on any single run. • Maximum of 4 DMX/RDM repeaters/CBX cascading in line. • Maximum of 6 outputs per CBX-ST. • Each fixture requires 1 DMX address. • DMX terminator is required at the end of each run to maintain data integrity.Six(6x)DMX lumenterminators included per CBX-ST.See installation instructions for details. • 1%minimum dimming value. • 28 watts per fixture. lorin d.,Long QC, A T United States 617.307.5700 ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/pmdcts%751 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 16 / 18 2024.01.02 copyright©2024 LM PG Inc. JC-R43 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 92 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A/PM4-1-BK S4 Specification Sheet lumenbeam Medium LBM WHITE AND STATIC COLORS Daisy Chain Layout(DMX/RDM) - M controller(order separately from Lumenpulsenpulse,or by others) C D E B-Data input(Belden 9841 or equivalent,by 1t _ others) L—r C-Data output to next CBX(optional,not isolated/not boosted) D-CBX-DS T E-Power input(100-277V AC,wiring by others) A B F G H F-Power and data output to fixture(wiring by others) G-Junction box(by others) H-Power and data wiring(by others) I-Lumenbeam Medium Daisy Chain Layout(DMX/RDM)-Wiring Detail(First or Middle of Run) B C A-From CBX or previous fixture D B-To fixture E C-Neutral A F D-Data+ —�� E-Data- G • _ H F-To next fixture I G-Signal common K J H-Line I-Ground J-Wire-nut(by others) K-Junction box(by others) Daisy Chain Layout(DMX/RDM)-Wiring Detail(End of Run) C A-From CBX or previous fixture B D B-Lumenterminator FC-To fixture i- H A D-Data- E-Data+ F-Neutral G-Ground K J H-Line I-Signal common J-Wire-nut(by others) K-Junction box(by others) Maximum Fixture Count Per Run Configuration/Voltage 1120V 208V 240V Z77V 1.1111 29 32 1 32 1 32 Based on 15A maximum,16AWG cable,fixtures spaced 10 ft on center,first fixture 50 ft from CBX. • Consult CBX installation instructions for additional wiring details. • Consult factory for specific applications and maximum fixture count/cable length recommendations. • The DMX/RDM protocol states a maximum of 32 DMX/RDM enabled fixtures on any single run. • Maximum of 4 DMX/RDM repeaters/CBX cascading in line. • Maximum of 1 output per CBX-DS. • Maximum of 3 ft cable length between fixture and next junction box for daisy chain layout. • Each fixture requires 1 DMX address. • DMX terminator is required at the end of each run to maintain data integrity.Two(2x)DMX lumenterminators included per CBX-DS.See installation instructions for details. • 1%minimum dimming value. • 28 watts per fixture. lorin d.,Long QC, A T United States 617.307.5700 ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/pmdcts%751 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 17 / 18 2024.01.02 copyright©2024 LM PG Inc. JC-R43 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 93 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBM-120-30K-NS-BK-NO-UL-10FT-BK-N/A/PM4-1-BK S4 Specification Sheet lumenbeam Medium LBM WHITE AND STATIC COLORS How to Order Housing Voltage Color and Optic Optical Finish Control 11111121 Option Certification �Cabllel-ength CableColor BuyAmerica.n Color Option(5)17) (^11'a) Act Temperature m LB M 100 22K XN LSLH BK NO SY UL 3FT BK BAA Lumenbeam 100 volts 2200K Extra Linear Black On/Off Short Yoke UL 3 ft p4)11 a1 Black Buy Metlium Narrow 30 I41 Spread Lens Santl}ex® Conhol Compliant Americo.n 120 27K Horizontal 3GV IOFT Wit 1I91 hot 120 volts 2700K VN Dis}ribution BRZ DIM 3G ANSI CE loft White U91 Very 161 Bronze 0-10V C136.31- CE 208 30K Narrow b°I4) Sandtex® Dimming 2010 Compliant 20FT 208 volts 3000K � LiSLVne Vibration p71 20 ft NS Linear SI DALI Raring For 220 35K Narrow Spot Spread Lens Silver DALI Bridgge CEII 30FT 220 volts 3500K lo°141 Vertical Sand}ex® dimming Applica}ions CE 30 ft Dis}ribution compliant 240 40K NF 161 WH DMX/RDM CRC CIa5511 SOFT 240 volts 4000K Narrow Smooth DMX/RDM Corrosion- double 50 ft Flood 20,(4) White Enabled(13) resistant insulated 011 277 57K II41 Coating ps1 p61 70FT 277 volts 5700K M BKTX 70 ft Medium 30' Textured RD (4) Black 100FT Red(2)131 FL BRZTX 100 f} GR Flood 400(4) Textured Green(2)(3) Bronze Non- W FL Metallic BL Wide Flood Blue(2)131 60°(4) GRATX Textured NAS Medium Narrow Gray Asymmetric GRNTX Textured W W Green Asymmetric Wallwash(4) WHTX Textured White CC Custom Color& pFinish Ie1(9) ot Notes: 1. It f•t f r v ilabi1 of static Ro al Blue Amber,6500K and 90+CRI. 11.Lumentalk system is enabled with IDS accessory,DIM or DMX/RDM must be specified in the order code.See the typical wiring 2.Static colors made to order 8-Is_ s weeks. diagrams in the spec#ication sheet for detaik. 3.Not avalable for XN o tic. 12.A Lumentranslator 2 ILTL21 and LumenlalklD(LIDLT)must be specified for Lumentalk applications.Consult Lumentronslator 2 4.Facto installed,not interchan eoble on site. and Lumentalk a ands ecificotion sheets for detaiS. S.Optical options are fory installed andcannot be changed in the field. 13.A control box CBX and LumenlD LID must bes ecred. 6.Field adjustable spreadact lens optical accessory available,order separately. 14.Maximum of 3 ft cable len th for call chain DMXa lications with CBX-0S. 7.Not avalable with WFL,NAS and W W optics. 15.Use only when exposed to salt spray.This option Is not required far normal outdoor exposure. 8.Lumenpulse offers a wide selection of RAL CLASSIC(K7)colors with a smooth texture and high-gloss finish.Please consult 16.Setup charges apply.Consult factory for details. factory for a list of available K7 colors,other RAL textures and glosses,or to match alternate color charts.Final color matching 17.Consult European ecification sheets and installation instructions for CE and CE Class II wiring information. subs may vary. 18.3 It cable ten its I,stanacrtl unless otherwise s ecW d. 9.Setup charges apply for RAL colors.Consult factory for details. 19.Not available with CE or CEII certification options. 10.Longer lead times can be expected far custom RAL color finishes. 20.Contact your LumenpuBe Sales Representative far more information an order volume detaiS. lold.,Long QC, A T United States 617.307.5700 ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@fumepulsecom www.lunpecom www.kienpubecom/podcts%751 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 18 / 18 2024.01.02 copyright©2024 LM PG Inc. JC-R43 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 94 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBS-120-30K-WFL-BK-NO-UL-3FT-BK-N/A S5 Specification Sheet lumenbeam Small LBS WHITE AND STATIC COLORS Project Name Qty Type Catalog/Part Number 4a" 5 $.. o 58" + .� • . � r — 838 Side view Front view Photometric Summary Description Symmetric The Lumenbeam Small is a compact,IP66-rated luminaire for Delivered Intensif1yy lighting landscapes,trees,columns,monuments,and output(Im) (peak cd) architectural details.It has numerous options,including optics XN(3') 1,342 186,978 for flood or accent lighting,a choice of color temperatures and VN(6') 906 47,949 colors,as well as various accessories,spread lenses,and NS 001 1,419 20,764 controls.The luminaire also has an anti-corrosion option for use NF(20') 1,238 12,472 in harsh,chemical,or coastal environments. M(30') 1,297 71185 Features FL(40') 1,163 2,960 WFL 60° 977 762 Color and Color Temperature 2200K,2700K,®3500K,4000K,5700K,Red,Green,Blue Asymnil -- _ __ NAS 1 947 1 14,011 1@2.5o) Optics(Nominal Distribution) XN(3°),VN(6°),NS 110°),NF(20°),M(30°),FL(40°) WW 1,106 3,0131®5°( NAS(Narrow Asymmetric),WW(Asymmetric Wallwash) __ _ __ Based on 4000K configuration. Optical Option Linear Spread Lens Horizontal Distribution,Linear Spread Lens Photometric performance is measured in complionce with IESNA UA79-08. Vertical Distribution Mounting Option Stake Mounting,Knuckle Mounting,Canopy mounting option (for mounting on a standard round junction box) Option 3G ANSI C136.31-2010 Vibration Rating for Bridge Applications Corrosion-resistant Coating for Hostile Environments Cable Color Black,White Power Consumption 14 W Warranty 5-year limited warranty Performance Maximum Delivered Output 1,419 Im(4000K,NS 10°) Maximum Delivered Intensity 186,978 cd at nadir(4000K,XN 3') Illuminance at Distance Minimum 1 fc at 434 ft(4000K,XN 31) Color Consistency 3 SDCM Color Rendering Minimum CRI 80 lumenpulse nfo@fume plulsorin e.comd.,Longwww.lu enpubecomA T United States www.ki enpubecom/pmduclts//2679 Canada 1.877.937.3003 514.937.3003 F514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 1 / 16 2024.01.02 copyright©2024 LM PG Inc. JC-R34 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 95 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBS-120-30K-WFL-BK-NO-UL-3FT-BK-N/A S5 Specification Sheet lumenbeam Small LBS WHITE AND STATIC COLORS Optic Lumen Maintenance L70>250,000 hrs(Ta 25°C)(>80,000 hrs for XN 3°,VN 6°,NAS VAA rrAA °ptics only) Physical V ' Housing Material Low copper content high pressure die-cast aluminum Extra Very Narrow Narrow Narrow 31 Narrow 6° Spot 10° Flood 200 Yoke Material Heavy aluminum Lens Material Clear tempered glass Hardware Material Stainless steel Gasket Material Silicone Medium Flood 400 Wide Flood Narrow ---- ---- --- ---- ---- ---- ---- ---- -- ---- -------- 30° 60° 1 Asymmetric Surface Finish Electrostatically applied polyester powder coat Weight 5.2 Ibs EPA Front=0.19 sq ft,Side=0.11 sq ft Electrical and Control Asymmetric Wallwash Voltage 100 to 277 volts Color and Color Temperature Fixture Cable Power and data in one cable Conductors 3C#16-3(NO control),5C#16-5(DIM,DALI control),6C#14-3/ • �/ _...................._............._....._............._....._............._............._....._............._..#.24.3.....DMX/RDM............. con.............trol)............._....._............._....._............._............._....._............._....._............._............._....._............._. 2200K 2700K 3000K 3500K 4000K 5700K Control On/Off Control,0-10V Dimming,DALI dimming,DMX/RDM • • • enabled,Lumentalk system is enabled with LDB accessory-see typical wiring diagrams for details Red Green Blue Resolution(DMX/RDM) Per fixture,8-bit or 16-bit Control Environmental Storage Temperature -40°F to 158°F(device must reach start-up temperature ON/OFF 0-1 OV DALI DMX/RDM value before operating) Start-up Temperature -13°F to 122°F Ratings Operating Temperature -40°F to 122°F IP66 IK07 Ingress Protection Rating IP66 Wet location rated Certifications Impact Resistance Rating IK07 O Application Wind Speed Luminaires were designed based on AASHTO 2013 standard to c HL us C E Ro s ensure highest quality and safety.Installation should be e Y validated by a local project engineer to ensure The luminaires are suitable for the wind speed and exposure of the specific application VIBRATION RATING Accessories(Order Separately) Optical Accessories Snoot,Visor,Linear Spread Lens Adjustable,Wire Guard Control Boxes DMX/RDM enabled(daisy chain or star configuration),Ethernet enabled(daisy chain or star configuration),Lumentalk Data Bridge Control Systems LumentoneT"2(LTN2),Pharos®kit(PHAROS) Diagnostic and Addressing Tools LumenlD(LID),LumentalklD(LIDLT) lorin d.,Long eb A T United States ul Canada 1.877.937.3003 514.937.3003 IF 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/podcts/2679 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 2 / 16 2024.01.02 copyright©2024 LM PG Inc. JC-R34 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 96 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBS-120-30K-WFL-BK-NO-UL-3FT-BK-N/A S5 Specification Sheet lumenbeam Small LBS WHITE AND STATIC COLORS Chromaticity Data TM-30-4000K Spectral Power Distribution CCT OE T1M-30 � "=a 5wae—Relere�ce Swae R. R. •.t c:� R E i e e E '0 3 � o f/ tT .Ams :.9A® Wavelength)nm) Mounting Details Mounting Hole Pattern-Standard Yoke Adjustable Pivot Limits 1 2 n 0 + 0, 7" 05tt 75'z 16 16 <140' Mounting Options SK-Stake Mounting 0' 105' Adjustable Pivot Limits nfo®lu ne plulsoelcomd_Long wwwIlumenpuhecomA wwwnlumenpukecom/products/2679 da 1.877.937.3003 514.937.3003 F514.937.6289 lumenpulse LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 3 / 16 2024.01.02 copyright©2024 LM PG Inc. JC-R34 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 97 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBS-120-30K-WFL-BK-NO-UL-3FT-BK-N/A S5 Specification Sheet lumenbeam Small LBS WHITE AND STATIC COLORS KIN-Knuckle Mounting 0' f 40' 60° 10 8�, Suitable for 1/2 in,3/4 in,and 1 in pipe diameter Adjustable Pivot Limits CN-Canopy Cover 60' Ol° 4 31 0. �104+� 2 -40 Suitable for standard round junction boxes,surface Mounting Hole Pattern Adjustable Pivot Limits mounted Optical Options LSLH-Linear Spread Lens Horizontal Distribution LSLV-Linear Spread Lens Vertical Distribution Beam Angles Optic installed Beam angle in fixture with LSLH/LSLV XN 5'x 60' VN 7'x 60' NS 13'x 66' 7 +ISLH LSN NF 16'x 62' M 23'x 65' FL 33'x 70' LLF:0.88* *LLF may vary slightly by distribution chosen. Factory installed,not adjustable on site.Not available for WFL,NAS and WW optics. See'Optical Accessories'section for field adjustable spread lens(LSLA). lumenpulse nfo@lu ne plulsorin e.comd.,Longwww.lu enpube comA T United States www.ki enpube com/p mduclts/2679 Canada 1.877.937.3003 514.937.3003 F 514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 4 / 16 2024.01.02 copyright©2024 LM PG Inc. JC-R34 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 98 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBS-120-30K-WFL-BK-NO-UL-3FT-BK-N/A S5 Specification Sheet lumenbeam Small LBS WHITE AND STATIC COLORS Mounting Accessories(Order Separately) Round Pole Mounting Accessory O , r O e 135n 8 5 1 " 8 7 28n PM4 model shown. Consult factory for square pole section. PM4 PM4.5 PM5 e o e For pole 0 4"t16 45"t116 S�t16 PM4-1,PM4.5-1,PM5-1 -Round Pole Mounting PM4-2,PM4.5-2,PM5-2-Round Pole Mounting Consult factory for other pole diameters. Accessory-Single Fixture Accessory-Twin Fixtures *One bracket assembly is supplied per 2 fixtures unless otherwise specified. PLTU-Universal Yoke ._ 7" � 0 o Oo 00 0 o Refer to the Universal Yoke specification sheet and Pole installation instructions The mounting holes used for this fixture are shown in gray. for more details.Square Lumentech profile shown. Tenon Adapter /( ��� a l �! e • 5 7" 57, 315,, 8 311" .�� 16 r--ti 16 021 it 041 TN2-Tenon Adapter to Fit on 2 3/8 in O.D.Tenon TN4-Tenon Adpater to Fit on 4 in O.D.Tenon $ Vertical mounting only.Consult factory for horizontal mounting. Vertical mounting only.Consult factory for horizontal mounting. lorin d.,Long eb A T United States ul Canada 1.877.937.3003 514.937.3003 IF 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/podcts/2679 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 5 / 16 2024.01.02 copyright©2024 LM PG Inc. JC-R34 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 99 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBS-120-30K-WFL-BK-NO-UL-3FT-BK-N/A S5 Specification Sheet lumenbeam Small LBS WHITE AND STATIC COLORS Optical Accessories(Order Separately) Installed optical accessories will affect the maximum pivot limits for each mounting option,consult factory for details. SN-Snoot VS-Visor 5 78 2 13 -, _ 5 3 73 .. g 4 8 �T 2 4 051 .. 1 n 5—3 a2 U $2 o� o LBSSN-FINISH-BK-OPTIONS(CRC) LBSVS-FINISH-BK-OPTIONS(CRC) Interior surface painted black.Please specify the exterior FINISH from the list of Interior surface painted black.Please specify the exterior FINISH from the list of finishes in the fixture order code. finishes in the fixture order code. LSLA-Linear Spread Lens Adjustable WG-Wire Guard I` 52 2E.�— 51° 51• 5 Ir 4 � 2 L_.� 4 051' B1, 051 81" . or 2 • Ll o, 2 LBSLSLA-FINISH-OPTIONS(CRC) LBSWG-FINISH-OPTIONS(CRC) Please specify the exterior FINISH from the list of finishes in the fixture order code. Please specify the exterior FINISH from the list of finishes in the fixture order code. Accessory Combinations + Snoot Visor Linear spread lens adjustable LBSSNLSLA LBSVSLSLA Vitro guard LBSSNWG LBSVSWG Accessory combinations must be ordered together on a single line.A maximum of two accessories can be combined per fixture.Ex:A snoot+wire guard combination order code is LBSSNWG-FINISH-BK-OPTIONS. lumenpulse nfo@lu ne plulsorin e.comd.,Longwww.lu enpube comA T United States www.ki enpube com/p oduclts/2679 Canada 1.877.937.3003 514.937.3003 F 514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 6 / 16 2024.01.02 copyright©2024 LM PG Inc. JC-R34 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 100 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBS-120-30K-WFL-BK-NO-UL-3FT-BK-N/A S5 Specification Sheet lumenbeam Small LBS WHITE AND STATIC COLORS Diffuser Lenses(Intended for Mockup Purposes Only,Order Separately) Diffuser Lens 1(1 Notch) Diffuser Lens 2(2 Notches) Diffuser Lens 3(3 Notches) n-- 147665 147666 147667 Diffuser Lens 4(4 Notches) Diffuser Lens 5(5 Notches) Diffuser Lens 6(6 Notches) 147668 147669 147670 Final Distribution Using Diffuser Lenses Final Distribution Using Diffuser Lens Original Diffuser Lens 1 Diffuser Lens 2 Diffuser Lens 3 Diffuser Lens 4 Diffuser Lens 5 Diffuser Lens 6 Distribution on 1 Nokh 2 Notches 3 Notches 4 Notches 5 Notches 6 Notches FixN re XN(40/50) VN NS VN(6% NS 'IF M FL WFL NS(10% NIF M(301 FL WFL FL(40') V1IFL(60% Choose a diffuser lens based on the desired final beam distribution.Refer to the 6-digit part numbers above to order diffuser lenses individually.To order a complete set of 6 diffuser lenses in a bag,refer to the following item names:LBS:LBALK-S LBM/LBMP:LBALK-M LBL/LBLP:LBALK-L LBG/LBGP:LBALK-G LBX/LBXP:LBALK-X. The diffuser lenses are intended for mockup purposes only.A lens holder is required to install a diffuser lens on the fixture,order separately using the following names: LBS:LBSLSLA-FINISH-LBALK LBM/LBMP:LBMLSLA-FINISH-LBALK LBL/LBLP:LBLLSLA-FINISH-LBALK LBG/LBGP:LBGLSLA-FINISH-LBALK LBX/LBXP:LBXLSLA-FINISH-LBALK Please specify the exterior FINISH from the list of finishes in the fixture order code. Refer to the Diffuser Lens Installation Instructions on the Lumenpulse website for information on installing the diffuser lenses. lumenpulse nfo@lu ne plulsoelcomd.,Longwww.lu enp4becomA T United States www.ki enpubecom/pmduclts/2679 Canada 1.877.937.3003 514.937.3003 F514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 7 / 16 2024.01.02 copyright©2024 LM PG Inc. JC-R34 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 101 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBS-120-30K-WFL-BK-NO-UL-3FT-BK-N/A S5 Specification Sheet lumenbeam Small LBS WHITE AND STATIC COLORS Control Boxes(Order Separately) CBX-DMX/RDM-DMX/RDM Enabled(Daisy Chain or Star Configuration) CBX-ENET-Ethernet Enabled(Daisy Chain or Star Configuration) DMX/RDM control box.Up to six power and data outputs to fixtures or fixture Ethernet control box.Up to four power and data outputs to fixture or fixture runs.Consult CBX specification sheet and installation instructions for details. runs.Consult Ethernet CBX specification sheet and installation instructions for Lumenterminators provided with CBX(2x for daisy chain configuration,6x for details. star configuration),consult factory to order spares. LDB-Lumentalk Data Bridge A; 4 Lumentalk Data Bridge,0-1 OV or DMX output.Consult LDB specification sheet for details. lorin d.,Long eb A T United States ul Canada 1.877.937.3003 514.937.3003 IF 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/podcts/2679 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 8 / 16 2024.01.02 copyright©2024 LM PG Inc. JC-R34 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 102 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBS-120-30K-WFL-BK-NO-UL-3FT-BK-N/A S5 Specification Sheet lumenbeam Small LBS WHITE AND STATIC COLORS Control Systems(Order Separately) LTN2-Lumentone—2 PHAROS-PharosO Kit Lumentone 2 is a simple pre-programmed DMX 512 controller with a push The Pharos kit,available for 1 or 2 DMX universes,allows for complete control of button rotary dial and live feedback. large lighting installations.2 DMX universes kit shown. Diagnostic And Addressing Tools(Order Separately) LID-LumenlD LID-LT-LumentalklD I Luu Imenl/D isI a diagnostic and addressing DMX/RDM tool.It must be specified on LumentalklD is a diagnostic and addressing tool.It must be specified for all all DMX applications.Consult LID specification sheet for details. Lumentalk(LT)applications.Consult LID-LT specification sheet for details. EPA Guide LBS LBS with snoot LBS with visor V V) & EPA front(sq ft) 0,188 0.188 0.188 EPA side(sq ft) 0.113 0.186 0.176 lorin d.,Long eb A T United States ul Canada 1.877.937.3003 514.937.3003 IF 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpecom www.kienpubecom/podcts/2679 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 9 / 16 2024.01.02 copyright©2024 LM PG Inc. JC-R34 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 103 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBS-120-30K-WFL-BK-NO-UL-3FT-BK-N/A S5 Specification Sheet lumenbeam Small LBS WHITE AND STATIC COLORS Typical Wiring Diagrams Wiring Color Code UL Color Code USE Green Ground Black Line White Line/Neutral Red or Purple 0-1 OV/Data+ Orange 0-1 OV/Data- Gray Signal common(DMX/RDM only) On/Off Control(NO) O O D A-Power input(100-277V AC,wiring by others) B-Junction box(by others) C-Power wiring(by others) D-Lumenbeam Small A B C On/Off Control(NO)-Wiring Detail B A-Power input or from previous fixture B-To fixture J C-To next fixture A * ! C D-Line E-Ground D F-Line/Neutral E G-Wire-nut(by others) F H-Junction box(by others) H G • Consult factory for specific applications and maximum fixture count/cable length recommendations. • 14 watts per fixture. lumenpulse nfo@lu ne plulsorin e.comd.,Longwww.lu enpube comA T United States www.ki enpube com/p oduclts/2679 Canada 1.877.937.3003 514.937.3003 F 514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 10 / 16 2024.01.02 copyright©2024 LM PG Inc. JC-R34 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 104 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBS-120-30K-WFL-BK-NO-UL-3FT-BK-N/A S5 Specification Sheet lumenbeam Small LBS WHITE AND STATIC COLORS Lumentalk(LT) B C O • O 1 A-Power input(100-277V AC,wiring by others) r B-Dimmer/controller(order separately from Lumenpulse,or by others) C-Data wiring(by others) ID-Lumentranslator 2(LTL2-DIM,-DMX,-TRIAC,- A • a u DALI) E-Power wiring(by others) D E F G H F-Lumentalk Data Bridge(LDB-DIM or LDB-DMX) G-Junction box(by others) H-Power and data wiring(by others) I-Lumenbeam Small Lumentalk(LT)-Wiring Detail Using LDB B C A-From Lumentalk Data Bridge(control p over power line via Lumentalk system)or from previous fixture A .•• Ij� �' E B-Tofixture C-0-10 V+/Data+ �' F D-0-10 V-/Data- G E-To next fixture J H 1 F-Line G-Ground H-Line/Neutral I-Wire-nut(by others) J-Junction box(by others) • Consult factory for specific applications and maximum fixture count/cable length recommendations. • Lumentalk Data Bridge required for Lumentalk system,see LDB installation instructions for details. For applications with all fixtures controlled as 1 zone:fixtures and Lumentalk Data Bridge must be specified as DIM.Maximum of 10 fixtures per LDB-DIM, consult factory for applications that require additional capabilities. -For applications with fixtures controlled individually:fixtures and Lumentalk Data Bridge must be specified as DMX,2-step commissioning process: 1 - DMX/RDM system using LumenlD software and a LID,2-Lumentalk system using LumentalklD software and a LID-LT.Maximum of 32 fixtures per LDB-DMX. Consult factory for details. • For DMX applications: 1 DMX controller per Lumentalk network,maximum of 48 DMX channels per Lumentalk network(minimum step transition update rate is 1 second,minimum fade time between two colors is 1 minute).Consult factory for applications that require additional capabilities. • Maximum of 1 transmitter(Lumentranslator or Lumenlink)per system. • No third party fixtures allowed on the same circuit. • Consult factory for DALI Lumentalk applications. • 1%minimum dimming value. • 14 watts per fixture. lumenpulse nfo@lu ne plulsorin e.comd.,Longwww.lu enpube comA T United States www.ki enpube com/p oduclts/2679 Canada 1.877.937.3003 514.937.3003 F 514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 11 / 16 2024.01.02 copyright©2024 LM PG Inc. JC-R34 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 105 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBS-120-30K-WFL-BK-NO-UL-3FT-BK-N/A S5 Specification Sheet lumenbeam Small LBS WHITE AND STATIC COLORS 0-10V Dimming(DIM) O O O F A-Power input(100-277V AC,wiring by others) B-Data wiring(by others) C-Dimmer(by others) D-Power and data wiring(by others) E-Junction box(by others) A F-Lumenbeam Small B D E C 14 0-10V Dimming(DIM)-Wiring Detail B__ C A-Power input or from previous fixture D B-To fixture C-O-IOV+ A i _..•�•.` Iy E D-O-IOV- E-To next fixture F F-Line G G-Ground H H-Neutral K I I-Wire-nut(by others) J-From dimmer(by others) K-Junction box(by others) • Consult factory for specific applications and maximum fixture count/cable length recommendations. • 0-1 OV mA ratings:passive dimmer(Current Sink):3mA per fixture,active dimmer(Current Source):0.5mA per fixture. • 1%minimum dimming value. • 14 watts per fixture. lorin d.,Long eb A T United States ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpuecom www.kienpubecom/podcts/2679 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 12 / 16 2024.01.02 copyright©2024 LM PG Inc. JC-R34 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 106 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBS-120-30K-WFL-BK-NO-UL-3FT-BK-N/A S5 Specification Sheet lumenbeam Small LBS WHITE AND STATIC COLORS DALI Dimming(DALI) J A-DALI bus power supply(by others) • �� O B-Power input for DALI bus power supply(wiring by others) C-Data output to DALI controller(wiring by others) G t D-Data output to fixture(wiring by others) B E-Power input for DALI controller(if required, A H I wiring by others) C F E F-DALI controller(by others) G-Power input(100-277V AC,wiring by others) D H-Power and data wiring(by others) I-Junction box(by others) J-Lumenbeam Small DALI Dimming(DALI)-Wiring Detail B A-Power input or from previous fixture _'— C D B-To fixture C-DA+ D-DA- UJILL i A '..,.1_ E E-To next fixture F F-Line G G-Ground H K I H-Neutral I-Wire-nut(by others) J-From DALI controller(by others) K-Junction box(by others) • Consult factory for specific applications and maximum fixture count/cable length recommendations. • Maximum of 64 DALI fixtures per DALI loop. • Commissioning may be required based on the selection of 3rd party DALI controller.Controller and commissioning provided by others. • 1%minimum dimming value. • 14 watts per fixture. lorin d.,Long eb A T United States ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpuecom www.kienpubecom/podcts/2679 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 13 / 16 2024.01.02 copyright©2024 LM PG Inc. JC-R34 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 107 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBS-120-30K-WFL-BK-NO-UL-3FT-BK-N/A S5 Specification Sheet lumenbeam Small LBS WHITE AND STATIC COLORS Star Layout(DMX/RDM) O H A-DMX/RDM controller(order separately from C D E Lumenpulse,or by others) B-Data input(Belden 9841 or equivalent,by others) C-Data output to next CBX(optional,not isolated/not boosted) A B D-CBX-ST E-Power input(100-277V AC,wiring by others) F-Power and data output to fixture(by others) F G G-Junction box(by others) H-Lumenbeam Small Star Layout(DMX/RDM)-Wiring Detail C A-From CBX B — E B- Lumenterminator GC-To fixture D-Data- A H E-Data+ F-Neutral G-Ground < H-Line I-Signal common J-Wire-nut(by others) K-Junction box(by others) Maximum Fixture Count Per Run Configuration/Voltage 120V 208V 240V 277V LBS 32 32 32 32 Based on 15A maximum,16AWG cable,fixtures spaced 10 ft on center,first fixture 50 ft from CBX. • Consult CBX installation instructions for additional wiring details. • Consult factory for specific applications and maximum fixture count/cable length recommendations. • The DMX/RDM protocol states a maximum of 32 DMX/RDM enabled fixtures on any single run. • Maximum of 4 DMX/RDM repeaters/CBX cascading in line. • Maximum of 6 outputs per CBX-ST. • Each fixture requires 1 DMX address. • DMX terminator is required at the end of each run to maintain data integrity.Six(6x)DMX lumenterminators included per CBX-ST.See installation instructions for details. • 1%minimum dimming value. • 14 watts per fixture. lorin d.,Long eb A T United States ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpuecom www.kienpubecom/podcts/2679 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 14 / 16 2024.01.02 copyright©2024 LM PG Inc. JC-R34 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 108 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBS-120-30K-WFL-BK-NO-UL-3FT-BK-N/A S5 Specification Sheet lumenbeam Small LBS WHITE AND STATIC COLORS Daisy Chain Layout(DMX/RDM) O • O I A-DMX/RDM controller(order separately from Lumenpulse,or by others) C D E B-Data input(Belden 9841 or equivalent,by others) C-Data output to next CBX(optional,not isolated/not boosted) D-CBX-DS E-Power input(100-277V AC,wiring by others) A B F G H F-Power and data output to fixture(wiring by others) G-Junction box(by others) H-Power and data wiring(by others) I-Lumenbeam Small Daisy Chain Layout(DMX/RDM)-Wiring Detail(First or Middle of Run) B C A-From CBX or previous fixture D B-To fixture E C-Neutral A F D-Data+ —�� E-Data- G • _ H F-To next fixture I G-Signal common K J H-Line I-Ground J-Wire-nut(by others) K-Junction box(by others) Daisy Chain Layout(DMX/RDM)-Wiring Detail(End of Run) C A-From CBX or previous fixture B'* D B-Lumenterminator / • F C-To fixture A i- H D-Data- E-Data+ F-Neutral G-Ground K J H-Line I-Signal common J-Wire-nut(by others) K-Junction box(by others) Maximum Fixture Count Per Run Configuration/Voltage 1120V 208V 240V Z77V LBS 1 32 32 1 32 1 32 Based on 15A maximum,16AWG cable,fixtures spaced 10 ft on center,first fixture 50 ft from CBX. • Consult CBX installation instructions for additional wiring details. • Consult factory for specific applications and maximum fixture count/cable length recommendations. • The DMX/RDM protocol states a maximum of 32 DMX/RDM enabled fixtures on any single run. • Maximum of 4 DMX/RDM repeaters/CBX cascading in line. • Maximum of 1 output per CBX-DS. • Maximum of 3 ft cable length between fixture and next junction box for daisy chain layout. • Each fixture requires 1 DMX address. • DMX terminator is required at the end of each run to maintain data integrity.Two(2x)DMX lumenterminators included per CBX-DS.See installation instructions for details. • 1%minimum dimming value. • 14 watts per fixture. lorin d.,Long eb A T United States ul Canada 1.877.937.3003 514.937.3003 F 514.937.6289lumenpulse nfo@lu nepulse.com www.lunpuecom www.kienpubecom/podcts/2679 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 15 / 16 2024.01.02 copyright©2024 LM PG Inc. JC-R34 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 109 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: LBS-120-30K-WFL-BK-NO-UL-3FT-BK-N/A S5 Specification Sheet lumenbeam Small LBS WHITE AND STATIC COLORS How to Order Housing Voltage Color and Optic Opticlalll Finish Control 11111121 Mountings Option Certification Cables Length Cable Color �IuyArnenc Color Option Option Act Temperature m LBS 100 22K XN LSLH BK NO SK 3GV UL 3FT BK BAA Lumenbeam 100 volts 2200K Extra Linear Black On/Off Stake 3G ANSI UL 3ft(1°I(21) Black Buy Small Narrow 30(4) Spread Lens Sand}ex® Conhol Mounting C136.31- Compliant American 120 27K Honzontal 2010 10" WH (22)re) 120 volts 2700K VN Distribution BRZ DIM KN Vibration CE 10 it White(22) Very W Bronze 0-10V Knuckle Rating for CE 208 30K Narrow 60(4) Sandtex® Dimming Mounting Bridgge Comp liant 20FT 208 volts 3000K LSLV A�plica}ions n9)1207 20 f} NS Linear SI DALI CN 220 35K Narrow Spot Spread Lens Silver DALI Canopy CEII 30FF 220 volts 3500K 10°141 Vertical Sand}ex® dimming mounting CRC CE 30 it Distribution option Corrosion- compliant 240 40K NF (61 WH DMX/RDM resi5lantl 7) Class ll 50FF 240 volts 4000K Narrow Smooth DMX/RDM coating double Flood 200(4) White Enabled(13) 113) insulated 091 50 it 277 57K j141 70FT 277 volts 5700K M BKTX 70 it Medium 300 Textured RD (4) Black 10OFT Red(2)(3) FL BRZTX 100 it GR Flood 400(4) Textured 13) Bronze Non- Green)2) WFL Metallic BL Wide Flood Blue(2)le) 60°I°7 GRATX Textured NAS Medium Narrow Gray Asymmetric' GRNTX Textured W W Green Asymmetric Wallwash(4) WHTX Textured White CC Custom Color& 170)Finish Is1 I91 Notes: 1 Consult facto for av labif of static Ro al BIUe,Amber,b500K antl 904 CRI. 12.A Lumenfranslafor 2(LTL2)and LumenlalklD(LIDLT)must be specified for LUmentalk applications.Consult Lumentranslafor 2 2.Static colors made to order 8-10 weeks. and Lumentalk page,andspecification sheets for detaik. 3.Not avalable for XN O tic. 13.A control box(CBX)and LamenlD(LID)most be specified. ac 4.Fto inslall,tl not inferchan,able on site. 14.Maximumof3ft cable len th for dais chain DMXa lic.tim-s with CBX-DS. 5.Optical options are factory installed and cannot be changed in the field. 15.The standard yoke is provided unless an alternate mounting option is specified as part of the order cad.. 6.Field adjustable spreatl lens optical accessory avalable,order separately. 16.3GV option is available for standard yoke mounting only. 7.Not—11able with WFL,NAS and W W optics. 17.Use any when exposed to salt spray.This option Is not requketl far normal outdoor exposure. 8.Lumenpulse offers a wide selection of RAL CLASSIC(K7)colors with a smooth texture and higl*gloss finish.Please consult 18.Setup charges apply.Consult factory for details. factory for a list of available K7 colors,other RAL textures antl glosses,or to match alternate color charts.Final color matching 19.Consult European specification sheets and installation instructions for CE and CE Class II wiring information. sups may vary. 20.Not available with DALI controlo tion. 9.Setup charges appN for RAL colors.Consult factory for details. 21.3 it cable length is standard unless otherwise specified. 10.Longer lead times can be expected for custom RAL color finishes. 22.Net available with CE or CEII c,rtff cation options. 11.Lumentalksysfem'senabledwith LDBaccessory,DIM,,DMX/RDM mustbespecifiedintheorder code.See the typical wiring 23.Contact your Lumenpu6.Sales Representable for more information on order volume defaik. tliagrams in the specification sheet for details. lumenpulser' nfo@lu ne plulsoelcomd.,Longwww.lu enp becomA T United States www.kimenpube.com/pmducts/2679 Canada 1.877.937.30031 514.937.3003 F514.937.6289 LM PG Inc.reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately 16 / 16 2024.01.02 copyright©2024 LM PG Inc. JC-R34 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 110 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: PRESCOLITE Type: Model Number: LBSES-61RD-CS9-WH /LBSE-61RD-T-11311L R1 ere s c o l i t e DATE: LOCATION: TYPE: (PROJECT: L BS E S-R D CATALOG#: EDGE-LIT ROUND SWITCHABLE CCT DIRECT J-BOX MOUNT DOWNLIGHT LITE FEATURES edge-lit 4",6",and 8"aperture,delivering 750-1750 lumens Low surface profile of t/2" Quick snap installation with no housing required Installs directly to most 3-1/2"and 4"J-Boxes CCT Switchable(270oK/3000K/3500K/4000K,90+CRI) Universal 120-277V,ideal for commercial applications All models standard with 0-10V/Triac/ELV dimming C ��I US SERVICE PROGRAMS WET I ` SWITC...LE IV STOCK ncc Intertek SPECIFICATIONS CONSTRUCTION ELECTRICAL(CONTINUED) CERTIFICATIONS Durable cast aluminum low profile trim with t/2" All models have flicker-free dimming with cETLus listed to UL1598 surface profile 120-277V 0-10V Dim to Off or 120V Triac or Can be used in direct contact with insulation Suitable for New Construction or remodel,IC or ELV phase cut to 5% (IC Rated) Non-IC applications See Additional Information section for a list Suitable for wet locations,covered ceiling Eliminates the need for a recessed housing, of recommended dimmers ideal for areas with limited plenum space EMI:Meets Class A(<24dba)noise rating, Suitable for use in clothes closets when FCC CFR 47 Part 15 Class B,>-0.9 Power installed in accordance to N.E.C.410.16 Optional non-conductive Decorative Color Trim Factor,<20%THD ENERGY STAR®certified accessories available in White,Black,Silver,and Brushed Oil Rubbed Bronze INSTALLATION Meets CA Title 24 High Efficacy OPTICS Installs directly to most common 3-1/2" (JA8 2019)requirements Utilizes the latest Edge-Lit LED technology or 4"octagonal and round junction boxes WARRANTY with a minimum 1-1/2"depth including fire 5 year warranty Integral diffuse polycarbonate lens provides rated(by others) uniform light distribution • Metal plate mounts to the J-Box and accepts Light distribution is free of distracting bright spots snap-in spring clips for a secure fit Visually comfortable with low glare CCT Switchable Models:Field select one of four CCTs at installation with an integral ELECTRICAL switch accessible on the back of the driver Edge-Lit LED array with 3 SDCM color consistency Long LED life:Maintains 80%of lumen output at 54,000 hours of operation,L80 at>54,000 hours (TM-21) CCT Switchable(2700K/3000K/3500K/4000K) 90+CRI with R9>50 KEY DATA High efficiency integral driver with universal Lumen Range 761-1754 120V-277V,50/60Hz Wattage Range 9.9-19.3 Efficacy Range(LPW) 77-91` Reported Life(Hours) L80/>54,000 Input Current(mA) 83-161 'Basetl on 3000K,90 CRI Current 17I1 currentlighting.com/prescolite Page Iof5 ©2022 HLI Solutions,Inc.All rights reserved.Information and specifications subject to change Rev 07/19/22 without notice.All values are design or typical values when measured under laboratory conditions. LBSES-RD-R01 Prepared By:Graybar-Seattle Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 111 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: PRESCOLITE Type: Model Number: LBSES-6RD-CS9-WH/LBSE-6RD-T-BL R1 Gre s c o l i t e DATE: LOCATION: TYPE: (PROJECT: LBSES-R D CATALOG#: EDGE-LIT ROUND SWITCHABLE CCT DIRECT J-BOX MOUNT DOWNLIGHT STOCK ORDERING GUIDE Example:LBSES-41RD-CS9-WH CATALOG# HOUSING LBSES Model/CCT Configuration Aperture/Shape/Function LBSES Edge-Lit Surface,Switchable CCT, 4RD 4"Round,Direct J-Box Mount,750 Lumens CS9 Switchable CCT,90 CRI WH White 120-277V with 0-10V/Triac/ELV dimming 6RD 6"Round,Direct J-Box Mount,1100 Lumens 270OK/3000K/350OK/4000K 8RD 8"Round,Direct J-Box Mount,1750 Lumens Accessories LBSE-4RD-T-WH Trim Accessory,4"Round,White LBSE-4RD-T-BL Trim Accessory,4"Round,Black LBSE-4RD-T-BBZ Trim Accessory,4"Round,Brushed Oil Rubbed Bronze LBSE-41RD-T-SVR Trim Accessory,4"Round,Silver LBSE-6RD-T-WH Trim Accessory,6"Round,White LBSE-61RD-T-BL Trim Accessory,6"Round,Black LBSE-6RD-T-BBZ Trim Accessory,6"Round,Brushed Oil Rubbed Bronze LBSE-6RD-T-SVR Trim Accessory,6"Round,Silver LBSE-8RD-T-WH Trim Accessory,8"Round,White LBSE-8RD-T-BL Trim Accessory,8"Round,Black LBSE-8RD-T-BBZ Trim Accessory,8"Round,Brushed Oil Rubbed Bronze LBSE-81RD-T-SVR Trim Accessory,8"Round,Silver LBSES-C-12 Extension Cable,LBSE/LBSES,IT LBSES-C-24 Extension Cable,LBSE/LBSES,24" Current�1•I► currentlighting.com/prescolite Page 2of5 ©2022 HLI Solutions,Inc.All rights reserved.Information and specifications subject to change Rev 07/19/22 without notice.All values are design or typical values when measured under laboratory conditions. LBSES-RD-ROi Prepared By:Graybar-Seattle Graybar.com Justin Horn justin.horn@graybar.com November 26,2024 112 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: PRESCOLITE Type: Model Number: LBSES-6RD-CS9-WH/LBSE-6RD-T-BL R1 Gre s c o l i t e DATE: LOCATION: TYPE: (PROJECT: LBSES-R D CATALOG#: EDGE-LIT ROUND SWITCHABLE CCT DIRECT J-BOX MOUNT DOWNLIGHT PERFORMANCE DATA TABLE Nominal Aperture Nominal Lumens CCT** Delivered Lumens Watts LPW 4" 750 LBSES-4RD-CS9-WH 3000K 90 761 1 9.9 77 LBSES-6RD-CS9-WH 3000K 90 1178 13.1 90 8" 1750 1 LBSES-8RD-CS9-WH 3000K 90 1754 19.3 91 For all other CCTs,use the Lumen Multiplier in Photometry Section DIMENSIONS 0.93" (23.6mm) Dimensional Data Aperture(Cat Logic) "A" 4"(4RD) o4.61"(1171mm) 0.48 6"(6RD) o6.00"(152.4mm) (12.2 m m) 8"(8RD) 08.00"(203.2mm) 0.50" 0 (12.7m m) A Current 17currentlighting.com/prescolite Page 3 of 5 ©2022 HLI Solutions,Inc.All rights reserved.Information and specifications subject to change Rev 07/19/22 without notice.All values are design or typical values when measured under laboratory conditions. LBSES-RD-RiJt Prepared By:Graybar-Seattle I Graybar.com Justin Horn justin.horn@graybar.com November 26,2024 113 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: PRESCOLITE Type: Model Number: LBSES-6RD-CS9-WH /LBSE-6RD-T-BL R1 ere s c o l i t e DATE: LOCATION: TYPE: (PROJECT: L BS E S-R D CATALOG#: EDGE-LIT ROUND SWITCHABLE CCT DIRECT J-BOX MOUNT DOWNLIGHT PHOTOMETRY LBSES-4RD-CS9-WH LUMINAIRE DATA POLAR GRAPH CANDELA DISTRIBUTION LUMINANCE DATA Test No. 20.00839 90' Degree Candela Vertical Angle Average Description 4"Downlight,Color Swltchable, 0 263 45° 46986 90 CRI Delivered Lumens 760 75' 5 262 55" 44478 Watts 10AW 15 253 65" 41179 Efficacy 77 90 25 237 75` 37441 Mounting Surface 60° 35 212 85' 29499 Spacing Criterion 11.3 45 178 -Candela/Square Meter ZONAL LUMEN SUMMARY 55 137 too 65 92 Zone Lumens %Luminaire as' 0-40 338 44.5 75 52 0-60 597 78.6 85 14 0-90 760 100 270 90 0 0-180 760 100 0• 15• 3o• LBSES-6RD-CS9 WH LUMINAIRE DATA POLAR GRAPH CANDELA DISTRIBUTION LUMINANCE DATA Test No. 20.00836 Degree Candela Vertical Angle Average Description 6"Downllght,Color Switchable 90 0 393 45° 30710 03000K,90 CRI Delivered Lumens 1177 5 392 55° 29282 Watts 13.1W J5° 15 380 65" 27498 Efficacy 90 13o 25 358 75* 25563 Mounting Surface 35 325 85" 22384 Spacing Criterion 11.3 60 45 275 -Candela/Square Meter ZONAL LUMEN SUMMARY 55 213 Zone Lumens %Luminaire 2fi0 65 147 0-40 513 43.5 as° 75 84 0-60 91s 77.7 85 25 0-90 1177 100 90 0 0-180 1177 100 390 0° 15' 30' LBSES-8RD-CS9-WH LUMINAIRE DATA POLAR GRAPH CANDELA DISTRIBUTION LUMINANCE DATA' Test No. 20.00838 90' Degree Candela Vertical Angle Average Description 8"Downlight,Color Switchable, 0 583 45' 23365 C 3000K,90 CRI Delivered Lumens 1754 5 582 55" 22285 �s Watts 19.3 15 566 6S* 20987 Efficacy 91 too 25 535 75' 19150 Mounting Surface 60, 35 484 85* 16960 Spacing Criterion 1.3 45 411 -Candela/Square Meter ZONAL LUMEN SUMMARY 55 318 380 65 220 Zone Lumens %Luminaire as 75 123 0-40 765 43.6 85 37 0-60 1365 78.0 90 0 0-90 1754 100 570 0-180 1754 100 0• 15, 30• LUMEN MULTIPLIER Option 27K,90 CRI 30K,90 CRI 35K,90 CRI 40K,90 CRI Multiplier 0.92 1.00 1 1.08 1.04 Photometrics above are published at nominal 3000K,90 CRI.This table may be used to approximate the lumen values at different Kelvin temperature settings.Power consumption remains the same. Current 0 currentlighting.com/prescolite Page 4 of ©2022 HLI solutions,Inc.All rights reserved.Information and specifications subject to change Rev 07/19/22 without notice.All values are design or typical values when measured under laboratory conditions. LBSES-RD-ROt Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 114 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: PRESCOLITE Type: Model Number: LBSES-6RD-CS9-WH/LBSE-6RD-T-BL R1 Gre s c o l i t e DATE: LOCATION: TYPE: (PROJECT: L BS E S-R D CATALOG#: EDGE-LIT ROUND SWITCHABLE CCT DIRECT J-BOX MOUNT DOWNLIGHT ADDITIONAL INFORMATION Dimming Compatibility For more details and recommended dimmer list,see Dimming Compatibility Information at www.currentlighting.com/prescolite. J-Box Compatibility LITEBOX®Edge-Lit Direct J-Box Mount downlights are compatible with many standard 3-1/2"and 4"octagonal and round J-Boxes with a 1-1/2"minimum depth. Fire rated J-Boxes may also be used. is I► currentlighting.com/prescolite Page5of5 Current 1j• ©2022 HLI Solutions,Inc.All rights reserved.Information and specifications subject to change Rev 07/19/22 without notice.All values are design or typical values when measured under laboratory conditions. LBSES-RD-ROi Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 115 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: WAC Type: Model Number: WP-LED335-30-ABK/ MS-120-GY/PC-120-GY W1 FLOOD/FLOOD PRO Endurance Wallpack WAC L I G H T I N G WP-LED335/WP-LED354 Fixture Type: Catalog Number: Ll Project: Location: e • 1143/4' Includes two canopy accessories for surface mount Or recessed junction boxes o �Q I 6' 478 O PRODUCT DESCRIPTION SPECIFICATIONS Die cast aluminum factory sealed housings with patent pending design for Construction:Die-cast aluminum a water and dust proof IP66 rated outdoor luminaire Power:Line Voltage input(120V) Dimming:100%-10%with Electronic Low Voltage(ELV)dimmer FEATURES Finish:Architectural Bronze,White and Graphite • Factory-Sealed LED Light Engine Standards:IP66,Wet Location,ETL&cETL Listed • 360°Horizontal Rotation,90'Vertical Aiming • Operating Temperature:-40°C(-40°F)to 40°C(104°F) Photo/Motion Sensor Compatible(Sold Separately) Suitable to install in all directions • 120V Direct Wire-No Driver Needed PHOTOMETRY • Smooth and Continuous ELV Dimming 90 . 90 CRI • 54,000 hour rated life r r r � 45 Left Plane ----- Front Plane G ORDER NUMBER Model Wattage Comparable Colortemp Delivered Lumens Finish 30 3000K WP-LED335 Flood 35.5W 100WH1D 2450 aBK Architectural8lack 50 5000K 2730 aBZ Architectural Bronze - Flood aGH Architectural graphite WP-LED354 Pro 53W 150WH0 35 3500K 3445 aWT Architectural White Example:WP-LED354-35-aWT waclighting.com Headquarters/Eastem Distribution Center Central Distribution Center Western Distribution Center Phone(800)526.2588 44 Harbor Park Drive 1600 Distribution Ct 1750 Archibald Avenue Fax (800)5262585 Port Washington,NY 11050 Lithia Springs,GA 30122 Ontario,CA 91760 WAC LIGHTING retains the right to modify the design ofourproducts at anytime as part ofthe company's continuous improvementprogram.Feb2018 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 116 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: WAC Type: Model Number: WP-LED335-30-ABK/MS-120-GY/PC-120-GY Wi FLOOD/FLOOD PRO Endurance Wallpack WAC LI G HTI N G WP-LED335/WP-LED354 MOTION SENSOR(120V)available in 3 complementary colors PHOTOSENSOR.1 20V)available in 3 complementary colors MS-120-BZ Bronze PC-120-BZ Bronze - MS-120-GY Gray PC-120-GY Gray - MS-120-WT White PC-120-WT White waclighting.com Headquarters/Eastern Distribution Center Central Distribution Center Western Distribution Center Phone(800)526.2588 44 Harbor Park Drive 1600 Distribution Ct 1750 Archibald Avenue Fax (800)5262585 Port Washington,NY 11050 Lithia Springs,GA 30122 Ontario,CA 91760 WAC LIGHTING retains the right to modify the design of our products at anytime as part of the company's continuous improvement program.Feb 2018 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 117 Index T 0A Gr%4)aR,,, Smokey Point Community Park Lighting O&M Package Datasheets Warranties 118 Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: WARRANTY LUMENPULSE STANDARD TERMS AND CONDITIONS OF SALE August 8, 2022 These Standard Terms and Conditions of sale ("Standard Terms") shall govern all sales transactions between LMPG Inc. and its affiliates ("Lumenpulse") and the customer whose name appears on Lumenpulse's purchase order(the"Customer"),and neither the Customer's purchase order nor any other writing from the Customer shall be binding or have any force or effect on Lumenpulse. Lumenpulse's acceptance of all orders and all offers and sales by Lumenpulse are subject to and expressly conditioned upon Customer's assent to these Standard Terms. Customer's acceptance of any offer by Lumenpulse must be made on such terms and conditions exactly as offered by Lumenpulse. These Standard Terms are effective for all sales of Lumenpulse products from and after the date indicated above. Customers who do not accept these Standard Terms should not order or accept delivery of products from Lumenpulse. Acceptance of Lumenpulse products by Customer or ordering Lumenpulse products shall be deemed Customer's assent to these Standard Terms. Commencement of performance or shipment shall not be construed as acceptance of any of Customer's terms and conditions which are different from or in addition to these Standard Terms. These Standard Terms may be amended from time to time by Lumenpulse and shall govern any additional Customer orders made after such amended Standard Terms are made public. These Standard Terms, in conjunction with the applicable Lumenpulse invoice, include all the terms, warranties, and conditions pertaining to each transaction between the Customer and Lumenpulse, and can in no way be altered, modified or changed unless agreed to in writing by a Lumenpulse authorized officer. Any of Customer's terms and conditions which are different from or in addition to Lumenpulse's terms and conditions are objected to by Lumenpulse and shall be of no effect unless specifically agreed to in writing by Lumenpulse. ORDERS, PRICING, CHANGES AND CANCELLATIONS All orders must be accepted in writing by Lumenpulse. Once accepted by Lumenpulse, all orders are final and any change or cancellation request by the Customer will be subject to modification or cancellation charges. A minimum modification or cancellation charge of 30% of the selling price shall be applied to any released order of standard products. A modification or cancellation charge of 100% of the selling price shall be applied to any released order of custom products. Partial cancellations may affect the freight charges which will be adjusted in accordance to the total value of the order after the cancellation. Additions to orders, which have already been processed,will be considered separate orders for purposes of determining freight charges. Lumenpulse reserves the right to refuse modification or cancellation requests at its own discretion. Lumenpulse reserves the right to put on hold or cancel (or cancel any order on hold)any previously accepted order pending resolution to Lumenpulse's satisfaction of any Customer credit issue; in the case of such a hold, prices are confirmed for ninety (90) days during such hold from the date the order was first accepted. Prices do not include any taxes of any nature (including without limitation VAT, excise taxes, customs duties, or federal, state or local sales taxes) or other government charges (collectively, the "Taxes"). All such Taxes are the responsibility of the Customer and shall be paid by the Customer. Lumenpulse may include any such Taxes in the same invoice to the Customer as the Lumenpulse products or in a separate invoice. Payment by Lumenpulse of any such Taxes does not relieve the Customer of payment responsibility,and all such amounts paid on the Customer's behalf shall be amounts owed by the Customer to Lumenpulse on demand. Lumenpulse reserves the right to correct clerical and typographical errors in any term or price. LGL-PRC-001_EN Standard Terms and Conditions of Sale Revision August 8,2022 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 119 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: WARRANTY PAYMENT TERMS Unless otherwise provided elsewhere in these Standard Terms or in a Lumenpulse invoice, terms are net 30 days from the date of the invoice. Lumenpulse will assess a 1'h% monthly service charge (or such lesser amount as permitted by law) to all past due accounts. The Customer will be liable for all costs and expenses incurred by Lumenpulse, including reasonable legal fees, in collecting any amount owing under a past due account. Payment terms are subject to review of the Customer's credit. Lumenpulse shall have the right, from time to time, as a condition of the acceptance of an order or of the product shipment of an accepted order, to require assurance of payment satisfactory to Lumenpulse. Such assurance may take the form of an irrevocable letter of credit or any other form as decided by Lumenpulse. All amounts owed and payments to Lumenpulse shall be without set-off, deduction, or counterclaim. Should the Customer be required by law to withhold amounts otherwise due to Lumenpulse, then the Customer's payments to Lumenpulse shall be increased to such an amount as is equal to the amount owed Lumenpulse not including the withheld. The Customer hereby grants Lumenpulse a security interest in the Lumenpulse products sold to it until payment of the full purchase price, including, without limitation, any shipping costs and charges and Taxes is made to Lumenpulse. The Customer agrees to execute any financing statements or other documents as Lumenpulse requests to perfect, protect or maintain Lumenpulse's security interests. SHIPMENT/DELIVERY/STORAGE All shipment and delivery dates on Lumenpulse orders are a best approximation of probable shipment and delivery dates and are not guaranteed. Lumenpulse shall not be liable for costs, expenses or damages incurred by any party due to shipment or delivery after any estimated date. Any change in an order will automatically involve a reschedule of the shipment and delivery date. For shipments within the United States with the exception of Hawaii, Alaska and Puerto Rico Lumenpulse shall pay shipping costs and charges(but not Taxes and not demurrage)for non- express shipped lots of a given order in excess of$20,000 on all products, and $3,000 for an order consisting of Point Source family product only, provided Lumenpulse determines routing and surface (non-air) method of transportation. Any shipment of a lot under $20,000 will be subject to a freight charge. The freight charge for any shipment of a lot between $500 and $20,000 will be 10%of the total value of the lot or a flat rate of$100,whichever is greater. Any shipment of a lot of$500 and under will be assessed a freight charge of$30 per order. For any shipment of a lot that requires shipment to a construction site, an additional fee of$100 will be added. For shipments within Canada with the exception of Quebec Lumenpulse shall pay shipping costs and charges (but not Taxes and not demurrage)for non-express shipped lots of a given order in excess of$20,000 on all products, and $3,000 for an order consisting of Point Source family product only, provided Lumenpulse determines routing and surface (non-air) method of transportation. Any shipment of a lot under $20,000 will be subject to a freight charge. The freight charge for any shipment of a lot between $500 and $20,000 will be 10% of the total value of the lot or a flat rate of$100, whichever is greater. Any shipment of a lot of$500 and under will be assessed a freight charge of$30 per order. For any shipment of a lot that requires shipment to a construction site, an additional fee of$100 will be added. LGL-PRC-001_EN Standard Terms and Conditions of Sale Revision August 8,2022 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 120 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: WARRANTY For shipments within the province of Quebec Lumenpulse shall pay shipping costs and charges (but not Taxes and not demurrage) for non-express shipped lots of a given order in excess of$20,000 on all products, and $3,000 for an order consisting of Point Source family product only, provided Lumenpulse determines routing and surface (non-air) method of transportation. Any shipment of a lot under $20,000 will be subject to a freight charge. The freight charge for any shipment of a lot between$500 and$20,000 will be 5%of the total value of the lot or a flat rate of$100, whichever is greater. Any shipment of a lot of$500 and under will be assessed a freight charge of $30 per order. For any shipment of a lot that requires shipment to a construction site, an additional fee of$100 will be added. Routing and mode of transportation will be determined by Lumenpulse unless otherwise requested by the Customer, in which case the Customer shall assume all shipping costs and charges. Any special shipping requests should be verified with Lumenpulse. Lumenpulse's standard practice is to ship international orders pursuant to Incoterms-2010 Ex-Work factory conditions. Notwithstanding the foregoing, Lumenpulse may, at any time and at its sole discretion, ship orders pursuant to any other Incoterm conditions. In all cases, shipments may be tendered in several lots.Title passes when delivery is made to the possession of the carrier. The Customer must inspect the merchandise upon delivery and report any apparent error or defect to Lumenpulse within ten (10)days of said delivery; should the Customer fail to do so it shall be conclusively presumed that the products were delivered in accordance with the purchase order. Damage to or loss of any goods in transit must be noted on the carrier's delivery freight bill. Lumenpulse will provide the Customer with assistance in order for the Customer to file a claim with the carrier; however, the Customer may not withhold whole or partial payment pending carrier settlement. To prevent damages or changes in the performance characteristics of Lumenpulse products, storage temperature must remain between -40`C and +50`C (-40°F and 122°F). Startup temperature should not exceed the L70 operating temperature indicated in the product performance specification or installation instructions. COMPLIANCE WITH LAWS, INCLUDING EXPORT/IMPORT RESTRICTIONS With respect to the purchase and, if applicable, resale, of Lumenpulse products, it is the responsibility of the Customer, at its sole cost and expense, to comply with all applicable laws and regulations of any government or other competent authority, including those regarding export or import, and to maintain all necessary permits, licenses and consents. All shipments of Lumenpulse products are subject to applicable export and import laws, including without limitation those of Canada and the United States. Lumenpulse shall have no liability for delayed delivery or non-delivery resulting from denial, revocation, suspension, or governmental delay in issuance of any necessary export license or authority. LIMITED WARRANTY Lumenpulse warrants that, for five (5)years from the date of shipment to the Customer, each product will be free from any defects in materials and workmanship which cause the product to fail to operate in accordance with the products' performance specifications as they exist at the time of shipment. The limited warranty is extended to ten (10) years exclusively for the LUMENCOVE NANO which is driven by Lumendrive technology.The LUMENCOVE NANO limited 10-year warranty is only valid if the product is operated in an ambient environment that does not exceed 25°C. Otherwise, the limited 5-year warranty will apply. LGL-PRC-001_EN Standard Terms and Conditions of Sale Revision August 8,2022 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 121 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: WARRANTY The components and drivers of the Site and Area Lighting products are solely covered by the manufacturer's warranty. For the color consistency warranty offered for products using the Xicato modules, please refer to Xicato Inc.'s terms and conditions that apply to such warranty. Data provided by RDM Lumenlife technology relating to life expectancy are estimates that are based on lifetime prediction graphs supplied by LED suppliers and manufacturers. Such data may not be exact and may vary over time. Each product's performance specifications can be found on Lumenpulse's website at www.lumenpulse.com. The installation instructions are shipped with the product, if they are not shipped or are lost, they can be found on Lumenpulse's website at www.lumenpulse.com. This limited warranty is void if the product is (i)installed or used improperly or otherwise not in accordance with the installation instructions or the product's performance specifications (whether intentionally or not, including without limitation, if the product is used at any time in an environment or operating range or subjected to electrical values in excess of those specified in the product's performance specifications or subject to power surges or spikes or corrosive environments) or not in accordance with any other instructions or restrictions prescribed by Lumenpulse or any applicable standards or codes,such as,without limitation,those standards of codes of the National Electrical Code, the Standards for Safety of Underwriters Laboratory, Inc., the Conformite Europeenne, or the Canadian Standards Association, (ii) altered or repaired other than as authorized in writing by Lumenpulse, (iii)damaged due to Acts of God, (iv)used other than as a stand-alone product(ie integrated into another lighting product)or(v) damaged in transit or handling. Lumenpulse's obligation under this limited warranty is limited to,at Lumenpulse's option,either the repair or replacement of the product or reimbursement of the purchase price. If the product has been discontinued or is no longer available, "replacement of the product" shall mean a comparable product as determined by Lumenpulse. For product that has been repaired or replaced, Lumenpulse, shall honor its obligations on the remainder of the original products limited warranty. LUMENPULSE'S OBLIGATIONS UNDER THIS LIMITED WARRANTY DO NOT INCLUDE ANY OTHER COSTS OR EXPENSES, SUCH AS, WITHOUT LIMITATION, ANY COSTS OR EXPENSES OF REMOVAL OR REINSTALLATION WHATEVER THE CAUSE OR HOWEVER INCURRED OR IMPOSED (FOR EXAMPLE AND WITHOUT LIMITATION, LABOR COSTS OR EXPENSES, ADMINISTRATIVE COSTS, OR REQUIREMENTS OF LAW OR ANY GOVERNMENTAL AGENCY OR BODY). In order to take advantage of this limited warranty, the Customer must return the allegedly defective product to Lumenpulse in accordance with the "Return" policy set forth below within the specified warranty time period. This limited warranty extends only to the Customer placing the order with Lumenpulse. In the event that the Customer is authorized by Lumenpulse to resell products to end users (such purchasing end users are referred to herein as "End Users"), the limited warranty in these Standard Terms shall apply to all such sales as coming from the Customer, and the Customer shall handle all returns directly with such End User; provided, however, that Lumenpulse (not the Customer)shall determine if(i)the Product breached the terms of its limited warranty and (ii) whether Lumenpulse's obligation under such limited warranty shall be either the repair or replacement of the product or reimbursement of the purchase price; if Lumenpulse so determines that the purchase price will be reimbursed, then the Customer shall reimburse to the End User the full purchase price paid to the Customer by the End User. LGL-PRC-001_EN Standard Terms and Conditions of Sale Revision August 8,2022 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 122 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: WARRANTY THIRD PARTY WARRANTIES WITH RESPECT TO NON-LUMENPULSE PRODUCTS SOLD BY LUMENPULSE, LUMENPULSE DISCLAIMS ANY AND ALL WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION ANY WARRANTY OF NON-INFRINGEMENT, FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY. To the extent allowed, however, and if requested by the Customer, Lumenpulse will make available to the Customer the warranties such third party makes available to purchasers of its products. EXCLUSION OF WARRANTIES THE REMEDY SET FORTH ABOVE IN "LIMITED WARRANTY" SHALL CONSTITUTE THE CUSTOMER'S SOLE AND EXCLUSIVE REMEDY FOR ANY ACTUAL OR ALLEGED DEFECT OF ANY PRODUCT. THE LIMITED WARRANTY SET FORTH IN "LIMITED WARRANTY" IS IN LIEU OF, AND LUMENPULSE EXPRESSLY DISCLAIMS AND THE CUSTOMER EXPRESSLY WAIVES, ALL OTHER WARRANTIES AND REPRESENTATIONS OF ANY KIND WHATSOEVER WITH RESPECT TO PRODUCTS WHETHER EXPRESS, IMPLIED, STATUTORY, ARISING BY COURSE OF DEALING OR PERFORMANCE, CUSTOM, USAGE IN THE TRADE OR OTHERWISE, INCLUDING WITHOUT LIMITATION ANY WARRANTY OF NON-INFRINGEMENT, FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY. NO ORAL OR WRITTEN STATEMENT OR REPRESENTATION BY LUMENPULSE, ITS AGENTS OR EMPLOYEES SHALL CONSTITUTE OR CREATE A WARRANTY OR EXPAND THE SCOPE OF ANY WARRANTY HEREUNDER. LIMITATION OF LIABILITY TO THE EXTENT PERMITTED BY APPLICABLE LAW, UNDER NO CIRCUMSTANCES SHALL LUMENPULSE BE LIABLE TO THE CUSTOMER FOR ANY (1) SPECIAL, INCIDENTAL, CONSEQUENTIAL, INDIRECT OR EXEMPLARY DAMAGES (EVEN IF LUMENPULSE HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES), ARISING FROM PERFORMANCE OR FAILURE OF PERFORMANCE OF ANY PRODUCT OR PROVISION OF THESE STANDARD TERMS (INCLUDING SUCH DAMAGES INCURRED BY THIRD PARTIES), SUCH AS, BUT NOT LIMITED TO, LOSS OF REVENUE OR ANTICIPATED PROFITS OR LOST BUSINESS OR(I I)AMOUNT WHICH EXCEEDS THE PURCHASE PRICE OF THE PRODUCT TO WHICH SUCH LIABILITY RELATES. THE CUSTOMER ACKNOWLEDGES THAT THIS LIMITATION OF LIABILITY IS A MATERIAL FACTOR IN THE DETERMINATION OF PRODUCT PURCHASE PRICE AND THAT ACCEPTANCE OF THIS LIMITATION OF LIABILITY BY IT IS A FAIR ALLOCATION OF RISK. RETURNS End Users (those purchasing products directly from Customers of Lumenpulse, and not from Lumenpulse) should direct all inquiries for returns to the Customer from whom the End User purchased the products, and not Lumenpulse. Customers wishing to return a product must first contact Lumenpulse directly and obtain a Return Goods Authorization ("RGA") number. Lumencore spare and replacement parts are non-Returnable. Customers may contact Lumenpulse Monday through Friday 9:00 a.m. to 5:00 p.m. by speaking to their Inside Sales Representative at 514-937-3003 and stating the reason for the requested return. If the reason for return is due to an alleged breach of the terms of the product's limited warranty, Lumenpulse shall send a RGA form to be completed and included with the returned LGL-PRC-001_EN Standard Terms and Conditions of Sale Revision August 8,2022 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 123 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: WARRANTY product. If the reason for return is other than an alleged breach of the terms of the product's limited warranty, Lumenpulse may or may not issue a RGA, at Lumenpulse's sole discretion; in such a case, Lumenpulse will not consider a return (i) beyond 90 days from original invoice date, or(ii)for products that are not in resalable condition (including, for example and without limitation, because the products were used in a manner or otherwise subjected to conditions that would otherwise void the limited warranty). In any case, if a Product is returned to Lumenpulse without a valid RGA number, delivery shall be refused and the Customer shall be liable for all return shipping costs and charges, including, as applicable, all Taxes. If a RGA number is issued, it is valid for thirty(30)days. Products not returned to Lumenpulse within such timeframe shall not be eligible for any return, regardless of reason, and delivery shall be refused. If a RGA number is issued,the Customer shall be responsible for all shipment costs and charges to Lumenpulse, including, as applicable, all Taxes. When returning a product to Lumenpulse, do not write on product box (including, without limitation, writing the RGA number or product description); doing so will result in a charge to cover any required replacements. Whatever the reason a RGA number is issued, the Customer shall bear sole risk for any product loss or damage while in transit Under no circumstance with Lumenpulse accept delivery of a product without a valid RGA number. RETURNS DUE TO ALLEGED PRODUCT DEFECT If, upon inspection, Lumenpulse determines that a product has breached the terms of its limited warranty, Lumenpulse shall reimburse the Customer for the Customer's shipment costs and charges and all Taxes in returning the Product to Lumenpulse, but only up to the amount of standard UPS non-expedited surface charges from the Customer's destination to Montreal. If Lumenpulse determines that it shall repair or replace a product that has breached the terms of its limited warranty, shipping terms and procedures for such repaired or replaced product shall be as above stated in "Shipment/Delivery", except that Lumenpulse, so long as it determines routing and mode of transportation, shall be responsible for all shipping costs and charges and all Taxes. If, upon inspection, Lumenpulse determines that a product has not breached the terms of its limited warranty, Lumenpulse shall return the product to the Customer at the Customer's expense, and otherwise according to the terms and procedures as above stated in "Shipment/Delivery", provided that the Customer prepays the shipping costs and charges and Taxes and pays Lumenpulse an additional testing charge of 15% of the product price; if the Customer does not pay such costs and charges and Taxes within 90 days of invoice, Lumenpulse shall be under no obligation to return the products to the Customer, which shall become the property of Lumenpulse. If the product is delivered to Lumenpulse with missing or damaged parts or components, additional charges will result to cover any required replacements. RETURNS NOT DUE TO ALLEGED PRODUCT DEFECT If, upon inspection, Lumenpulse determines in its sole discretion that a returned product is in resalable condition (for purposes of clarity and without limitation, a product will not be in resalable condition if used in a manner or otherwise subjected to conditions that would otherwise void the limited warranty) then Lumenpulse shall replace the product for a comparable product at the Customer's expense, and otherwise according to the terms and LGL-PRC-001_EN Standard Terms and Conditions of Sale Revision August 8,2022 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 124 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: WARRANTY procedures as above stated in "Shipment/Delivery", provided that the Customer prepays the shipping costs and charges and Taxes and pays Lumenpulse a restocking fee of 50% of the product price; if the Customer does not pay such costs and charges and Taxes and fees within 90 days of invoice, Lumenpulse shall be under no obligation to return the products to the Customer, which shall become the property of Lumenpulse. If the product is delivered to Lumenpulse with missing or damaged parts or components, additional charges will result to cover any required replacements. RESALES If the Customer is authorized by Lumenpulse to resell Products to End Users,the terms of sale shall be these Standard Terms, and, unless otherwise provided for in these Standard Terms, all references to Lumenpulse shall instead be references to Customer and all references to Customer shall instead be references to such End User. Even if authorized by Lumenpulse to resell products to End Users, the Customer may not (i) resell any product via the internet, (ii) resell products for integration into a third party's lighting products, or(iii) remove or modify any Lumenpulse patent notices or trademarks from a product, its packaging, or its supporting materials. INTELLECTUAL PROPERTY Nothing herein shall be construed to grant to Customer or any End user of Lumenpulse product any right, title, or interest in or to any intellectual property rights (including, without limitation, any patent,trademark, copyright, trade name or trade secrets)embodied in or associated with the products, services or related software that may be already installed in or included with the products or services. Any software included with a product or otherwise licensed by Lumenpulse to Customer, is licensed and not sold. The license is nonexclusive and is limited to use with the product and subject to any additional terms and conditions that may become applicable when the End user installs or accepts the software. Customer shall not sell,transfer, sublicense, reverse engineer or disassemble or redistribute the software. Customer shall not copy, disclose, or display any such software or otherwise make it available to others. No other use is permitted and Lumenpulse retains for itself(or, if applicable, its suppliers) all title and ownership to any software delivered hereunder. INDEMNIFICATION Customer will at all times defend, indemnify and hold harmless Lumenpulse and its officers, directors, shareholders, employees, accountants, attorneys, agents, affiliates,successors and assigns from and against any and all damages, injuries (including death), liabilities, costs and expenses, including reasonable legal fees and expenses arising out of or related to third party claims, actions or demands arising out of or related to any(i) breach of any provision in these Standard Terms by Customer or End User or (ii) improper or negligent installation or use, or unauthorized repair, or integration into another lighting product, of a Product by Customer or End User(or its agents). Customer shall not settle, compromise, or consent to the entry of any judgment with respect to any pending or threatened claim without Lumenpulse's consent unless the settlement, compromise or consent provides for and includes an express, unconditional release of all claims, damages, liabilities, costs and expenses, including reasonable legal fees and expenses, against Lumenpulse. SPECIFIC TERMS APPLICABLE TO THE QUICKSHIP PROGRAM The terms in this section apply to the Quickship Program (QSP)in addition to the Lumenpulse Standard Terms. In the event of any inconsistency between the provisions of this section and the rest of the Standard Terms, the provisions of this section shall prevail regarding the Quickship Program. LGL-PRC-001_EN Standard Terms and Conditions of Sale Revision August 8,2022 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 125 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: LUMENPULSE Type: Model Number: WARRANTY Only specific standard products are eligible for the Quickship Program and Lumenpulse reserves the right to modify at its discretion the products that are eligible for the Quickship Program. The lead time of ten (10) business days is an estimate and starts from the date the order is processed and excludes weekends and holidays. All orders received by Lumenpulse after 11 am EST will be processed the next business day. Change orders and cancellations, are not allowed within this program. To be eligible, a Quickship order must not exceed the maximum number of units determined by Lumenpulse, which for the Lumencore product is established at 100 units. The Customer must follow the required steps when ordering. Credit in all Quickship orders must be pre-approved. Lumenpulse may cancel or modify the Quickship Program or change its eligibility conditions at any time without notice. All Quickship product orders must be submitted to the quickship@lumenpulse.com email address or via the Online Quoting tool within the Agent Portal. APPLICABLE LAW These Standard Terms shall govern all sales by Lumenpulse;the law applicable to sales under these Standard Terms shall be the laws in force in the Province of Quebec, and any proceedings concerning the Standard Terms and/or to the relations between the parties shall be brought exclusively before the courts of competent jurisdiction in the judicial district of Montreal. The United Nations Convention on Contracts for the International Sale of Goods is hereby excluded and shall not apply. MISCELLANEOUS If any of the provisions of these Standard Terms are deemed by a court of competent jurisdiction to be invalid or unenforceable in any respect, then, to the fullest extent permitted by applicable law, (a) all other provisions hereof such remain in full force and effect and (b) Lumenpulse and Customer agree to use their best efforts to negotiate a provision, in replacement of the provision held invalid or unenforceable, that is consistent with applicable law and accomplishes, as nearly as possible,the original intention of the Standard Terms.The waiver by Lumenpulse or Customer of a breach or a default of any provision of these Standard Terms by the other party shall not be construed as a waiver of any succeeding breach of the same or any other provision, nor shall any delay or omission on the part of either party to exercise or avail itself of any right, power or privilege that it has, or may have hereunder, operate as a waiver of any right, power or privilege by such party. Waivers must be acknowledged in a manually signed writing. Nothing herein shall be construed to create a partnership,joint venture or agency relationship between Lumenpulse and Customer. LGL-PRC-001_EN Standard Terms and Conditions of Sale Revision August 8,2022 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 126 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: PRESCOLITE Type: Model Number: WARRANTY Limited Warranty HLI Solutions,Inc. 701 Millennium Blvd. Greenville,SC29607 INDOOR LIGHTING Limited Warranty Limited Warranty("Warranty"):Subject to the exclusions set forth below, HLI SOLUTIONS,INC.("HLI")warrants that the HLI branded indoor fixtures identified on Exhibit A ("Products") will be free from defects in material and workmanship which cause the Products to fail to operate in accordance with the specifications set forth in the documentation published or provided with the Products (the "Specifications") for the applicable period and subject to the additional terms and conditions set forth on Exhibit A from the date of shipment("Warranty Period").Unless otherwise noted on Exhibit A,HLI warrants that any standard finish on a Product will be free from cracking,peeling,excessive fading,and corrosion defects during the applicable Warranty Period. For light emitting diode ("LED") Products, the LED arrays in the Products will be considered defective in material or workmanship only if a total of 15%or more of the individual LEDs in the Products fail to illuminate. Exclusions: This Warranty applies only when the Products have been properly handled, stored, wired, transported, installed,operated and maintained in accordance with the applicable Specifications,including,without limitation,installation in applications in which ambient temperatures are within the range of specified operating temperatures and operation within the electrical values shown on the Specifications. HLI shall have no responsibility under this Warranty for any failure of the Products that results from external causes including without limitation: acts of nature; physical damage;exposure to adverse or hazardous chemicals or other substances;use of reactive cleaning agents and/or harsh chemicals to clean the Products;environmental conditions;vandalism;fire;power failure,improper power supply,power surges or dips,and/or excessive switching; fatigue failure or similar phenomena resulting from induced vibrations, harmonic oscillation or resonance associated with movement of air currents around the Product; animal or insect activity;fault or negligence of the purchaser of the Products, any end user of the Products and/or any third parties not engaged by HLI, improper or unauthorized use,installation,handling,storage,alteration,maintenance or service,including failure to abide by any product classifications or certifications, or failure to comply with any applicable standards, codes, recommendations, product specification sheets,use of Products with products,processes or materials supplied by the purchaser of the Products,any end user or third parties, or any other occurrences beyond HLI's reasonable control. In addition, HLI shall have no responsibility under this Warranty for any substantial deterioration in the Product finish that is caused by failure to clean, inspect or maintain the finish of the Products. During the Warranty Period some staining, chalking or fading may occur. This is normal aging of the finish and is not a manufacturing defect;therefore,it is not covered by this Warranty. Neither polycarbonate nor acrylic material used in the Products is warranted against yellowing, as yellowing may naturally occur over time due to normal aging. If the Products are used on existing foundations,anchorages or structures,the purchaser of the Products and/or any end user is solely responsible for the structural integrity of such existing foundations, anchorages or structures and all consequences arising from their use. Adequate records (as determined by HLI in its sole discretion)of operating history, maintenance, and/or testing must be kept by the end user and provided to HLI upon request to substantiate that the Products have failed to comply with the terms of this Warranty.The Products are not warranted against costs that may be incurred in connection with changes or modifications to the Products required to accommodate site conditions and/or faulty building construction or design. In addition,the Products are not warranted against cost resulting from installation of third party components,failures of third party supplied components,or failures of HLI supplied Products caused by third party supplied components. This Warranty is not applicable to any product(s) which are not installed and operated in accordance with the current edition of The National Electric Code (NEC), the Standards for Safety of Underwriters' Laboratory, Inc. (UL), or the standards for the American National Standards Institute(ANSI),and with HLI instructions and guidelines for the Product.THIS WARRANTY IS VOID WITH RESPECT TO ANY PRODUCT IF THE PRODUCT IS NOT USED FOR THE PURPOSE FOR WHICH IT WAS DESIGNED OR IF ANY REPAIRS OR ALTERATIONS ARE MADE BY ANY PERSON NOT AUTHORIZED BY HLI IN WRITING. Current�I•I► currentlighting.com/resources pages (Rev Lighti g- � ©2022 HLI Solutions,Inc.All rights reserved.Information and specifications subject to change without notice. Current_HLI_Brands_Indoor_Lighting_ All values are design or typical values when measured under laboratory conditions Warranty Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 127 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: PRESCOLITE Type: Model Number: WARRANTY Limited Warranty Except as otherwise set forth herein, HLI does not warrant ballasts,drivers, battery packs, lamps, photocells, occupancy sensors, low voltage indicators, fuses, surge suppressors, surge protection devices, high intensity discharge ("HID") components and other third party devices that are not manufactured by HLI, which are covered by the applicable third party manufacturer warranty(if any). Such third party manufacturer shall be solely responsible for the costs related to any claims associated with any such devices. Remedy: If the Product(s) fail to comply with the terms of this Warranty and the end user (and the purchaser of the Product(s) if different from the end user) has fully complied with all of the obligations under this Warranty and the Terms and Conditions of Sale for HLI Solutions,Inc.including,without limitation,payment in full in respect of the Products,HLI,at its sole option, will repair or replace the Product(s) with the same or a functionally equivalent Product(s) or component part(s). Specifically, HLI will repair the Product, replace with a similar or like Product (as determined by HLI in its sole discretion),or issue a credit to the purchaser which may be used for future HLI product purchases. (The amount of such credit shall be calculated by HLI at its sole discretion). HLI reserves the right to use new, reconditioned, refurbished, repaired or remanufactured products or parts in the repair or replacement of any Product covered by this Warranty. This Warranty excludes any and all removal or reinstallation costs and expenses including, without limitation, labor and equipment required to remove and/or reinstall original or replacement Product(s) or parts, shipping costs to return nonconforming Products(s)or any damage that may occur during the return of any Product(s)to HLI. This Warranty only extends to the Products as delivered to, and is for the sole and exclusive benefit of,the end user of the Products at the original location. HLI reserves the right to use new, reconditioned, refurbished, repaired or remanufactured products or parts in the repair or replacement of any Product covered by this Warranty. This Warranty may not be transferred or assigned by the end user. The repair,issuing of future purchase credit or replacement of any Products or component part within the Products is the sole and exclusive remedy for failure of the Products to comply with the terms of this Warranty and does not extend the Warranty period. Warranty claims regarding Products must be submitted in writing within thirty (30) days of discovery of the defect or failure to an authorized HLI customer service representative. Products or component parts may be required to be returned for inspection and verification of non-conformance by HLI, but no Products or component parts will be accepted for inspection,verification or return unless accompanied by a completed return materials authorization form which can be obtained only from an authorized HLI customer service representative. HLI is not responsible for any costs and expenses incurred in connection with the shipment of Products to HLI,but HLI shall bear all cost and expense incurred in connection with the shipment of replacement Products to the end user. NO OTHER WARRANTIES: THE FOREGOING WARRANTY TERMS ARE EXCLUSIVE AND IN LIEU OF ALL OTHER WARRANTIES AND HLI EXPRESSLY DISCLAIMS ANY AND ALL OTHER WARRANTIES, EXPRESS OR IMPLIED RELATING DIRECTLY OR INDIRECTLY TO THE PRODUCT(S), WHETHER ORAL, WRITTEN, OR ARISING BY COURSE OF DEALING OR USAGE OF TRADE, INCLUDING, WITHOUT LIMITATION, ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. NO ORAL OR WRITTEN INFORMATION OR ADVICE GIVEN BY HLI OR ANY EMPLOYEEE,AGENT, DISTRIBUTOR OR OTHER SUPPLIER OF HLI PRODUCTS SHALL CREATE A WARRANTY OR IN ANY WAY INCREASE THE SCOPE OF THE WARRANTY. NO EMPLOYEE, AGENT, DISTRIBUTOR OR OTHER SUPPLIER OF HLI PRODUCTS HAS THE AUTHORITY TO MODIFY OR AMEND THIS WARRANTY WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM HLI. LIMITATION OF LIABILITY: IN NO EVENT SHALL HLI'S TOTAL LIABILITY IN RESPECT OF ANY AND ALL CLAIMS OF ANY KIND WHETHER IN CONTRACT,WARRANTY,TORT(INCLUDING NEGLIGENCE),STRICT LIABILITY OR OTHERWISE ARISING OUT OF OR IN CONNECTION WITH, OR RESULTING FROM HLI'S PERFORMANCE OR BREACH OF THIS WARRANTY, OR FROM HLI'S SALE, DELIVERY, RESALE, REPAIR, OR REPLACEMENT OF ANY PRODUCT(S) OR THE FURNISHING OF ANY SERVICE, EXCEED THE PURCHASE PRICE ALLOCABLE TO THE PRODUCT(S) THAT GIVE RISE TO THE CLAIM, AND ANY AND ALL SUCH LIABILITY SHALL TERMINATE UPON THE EXPIRATION OF THE WARRANTY PERIOD. IN NO EVENT SHALL HLI BE LIABLE FOR ANY INDIRECT, SPECIAL, INCIDENTAL, CONSEQUENTIAL, EXEMPLARY, MULTIPLE OR PUNITIVE DAMAGES, EVEN IF INFORMED OF THE POSSIBILITY OF SUCH DAMAGES, WHETHER AS THE RESULT OF BREACH OF CONTRACT, WARRANTY, TORT (INCLUDING NEGLIGENCE), STRICT LIABILITY OR ANY OTHER THEORY, INCLUDING WITHOUT LIMITATION LABOR OR EQUIPMENT REQUIRED TO REMOVE AND/OR REINSTALL ORIGINAL OR REPLACEMENT PARTS, LOSS OF TIME, PROFITS OR REVENUES, LACK OR LOSS OF PRODUCTIVITY, LOSS OF USE OF THE PRODUCT(S) OR ANY ASSOCIATED EQUIPMENT, INTEREST CHARGES OR COST OF CAPITAL, COST OF SUBSTITUTE EQUIPMENT, FACILITIES, SYSTEMS, SERVICES OR DOWNTIME COSTS, DAMAGE TO OR LOSS OF PROPERTY OR EQUIPMENT, ANY INCONVENIENCE,COST OR DAMAGE ARISING OUT OF ANY DELAY IN PERFORMING, FAILURE TO PERFORM OR OTHER BREACH OF THE FOREGOING WARRANTY OR OBLIGATIONS UNDER SUCH WARRANTY,OR CLAIMS OF THIRD PARTIES AGAINST THE PURCHASER OF THE PRODUCTS OR THE END USER,ARISING OUT OF OR IN CONNECTION WITH THE SALE, INSTALLATION,USE OF,INABILITY TO USE,OR THE REPAIR OR REPLACEMENT OF THE PRODUCTS. Current oi•►� currentlighting.com/resources Paget (Rev07/27/22) � ©2022 HLI Solutions,Inc.All rights reserved.Information and specifications subject to change without notice. Current-HLI-Brands-indoor-Lighting- All All values are design or typical values when measured under laboratory conditions Warranty Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 128 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: PRESCOLITE Type: Model Number: WARRANTY Limited Warranty Right to Modify or Discontinue Warranty:This Warranty is effective for the purchases of Products on or after the effective date set forth herein and is in consideration of and is expressly subject to and conditioned by the terms set forth herein. HLI reserves the right to modify or discontinue this Warranty without notice provided that any such modification or discontinuance will only be effective with respect any Products purchased after such modification or discontinuance. Effective July 1,2022 EXHIBIT A HLI SOLUTIONS,INC.—C&I INDOOR FIXTURES LIMITED WARRANTY HLI INDOOR FIXTURES HLI LIGHTING BRAND LED' NON-LED SPECIAL CONDITIONS AND EXCEPTIONS 5 years 1 year Exterior Housing Paint Finish:5 year warranty on all Columbia paint finishes for LED fixtures LIGHTING 5 years 6 months None. kurt versen Q ROL 5 years 1 year Exterior Housing Paint Finish:5 year warranty on all LITECONT paint finishes for LED fixtures making light work- 5 years 1 year Exterior Housing Paint Finish:5 year warranty on all Grescolite paint finishes for LED fixtures 5 years 1 year Exterior Housing Paint Finish:5 year warranty on all tcuhl i; paint finishes for LED fixtures LIGHTING"" 1 Includes LED arrays and LED drivers but excludes surge protection devices and other integral controls described in the Warranty. Devices and components manufactured by HLI and included with the Products are warranted separately. Current Oi•►� currentlighting.com/resources Page3 (Rev07/27/22) � ©2022 HLI Solutions,Inc.All rights reserved.Information and specifications subject to change without notice. Current HLI_Brands_Indoor_LightiLighting- g_ All values are design or typical values when measured under laboratory conditions Warranty Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 129 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: RAGNI Type: Model Number: WARRANTY WARRANTY APPLICABLE TO OUTDOOR LIGHTING EQUIPMENT The warranty is applicable to lighting columns,supports,luminaires and electrical accessories,called«Equipment». The length of period during which the performances of an equipment are guaranteed doesn't augur its average,maximum or actual lifetime. I.WARRANTY PERIOD Starting point The warranty period covers the purchaser against any manufacturing The warranty period starts on the invoice date. If, at the purchaser's defect and is fixed as follows: request,the expedition of the equipment already totally manufactured is delayed for reasons beyond the control of RAGNI,the Equipment Warranty period extension of the warranty period can't exceed three months hereafter Luminaires,supports,electrical accessories 1 year the delivery date initially set up. LED modules 5 years" LED drivers 5 years' Procedure To be able to benefit from the warranty,the purchaser has to advise Poles and brackets galvanization 5 years RAGNI, in writing without delay, of the equipment's faults and Painting-Any equipment 1 year provide a detailed description of the advanced defaults. He must Seaside painting-Any equipment 3 years provide to the seller all facilities to note the defaults and to remedy Poles asphalting 3 years to them. Cables and connectors-Any equipment 2 years Except with the written permission of RAGNI,the purchaser has to refrain from making repairs or have them made by a third party.The II.WARRANTY TERMS violation of these provisions would lead to the cancellation of the warranty,except in case of recognized force majeure,endangering the General terms persons'safety. RAGNI undertakes to remedy any defect resulting from an equipment fault, provided it has been transported, stored, installed, Once notified and as soon as possible, RAGNI has to remedy the operated and maintained according to the rules of the art, in reported defect or have it remedied, at its expense and for the compliance with the prescriptions and by skilled professionals. The sole purpose of fulfilling its obligations, reserving the possibility to duration and the benefit of the warranty can be accepted by RAGNI only modify the devices of the equipment in order to obtain all the if the purchaser can prove that the conditions of storage,operating, performances and warranties initially expected. maintenance and cleaning defined by RAGNI have been respected. If the rehabilitation of the equipment has to be done in situ, RAGNI The equipment replaced under the warranty is guaranteed itself for the bears the replacement of the equipment, except the installation and remaining term to run under the original warranty. If required, the dismantling fees.The parts freely replaced are returned to RAGNI and warranty of other parts and components of initial supplies is only becomes its property back. extended by the standstill period due to the replacement or repair. Damages and compensation Specific terms The responsibility of RAGNI is strictly limited to the obligations The Galvanization warranty according to the NF A 91-121 standard defined above. RAGNI cannot be liable to compensate the "Galvanisation by immersion in molten zinc",can only be applied if the consequential and not consequential material or immaterial damages. product has not undergone any treatment subsequent to the original treatment. Restrictions The warranty doesn't cover the defects caused by the non-observation The Paint warranty only applies to adhesion characteristics defined in of equipment's transportation, storage, installation and usage the NF EN 150 24-09"Paints and varnishes.Grid tests." instructions or by the non-compliance of the applicable standards or the The LED module warranty only applies if 10%or more of the number of state of the art. RAGNI obligation doesn't apply in case of defects LED defective. caused by materials provided by the purchaser or by a conception imposed by this one. The warranty doesn't cover failures due to the equipment's power Warranty extension supply incidents and RAGNI cannot be hold responsible of For LED luminaires,a warranty extension is provided: overvoltages and undervoltages,current fluctuations,voltage pics and From 5 to 10 years extension:20%of the luminaire's price lightning impacts that may occur on the network and damage the From 10 to 15 years extension:45%of the luminaire's price equipment. From 15 to 20 years extension:70%of the luminaire's price. No warranty will apply for defects caused to the equipment by external Specific warranties cause, the implementation by the purchaser of a component non- As part of a specific operation,specific warranties are added to general recognized by RAGNI or a modification made by the purchaser to the terms and must be subject to a written contract between RAGNI and hardware,settings factory or original wiring. the purchaser. The equipment warranty can be applied only if the varistor supplied If imposed by the purchaser, they can be accepted by RAGNI only if with the equipment is installed. accompanied by a technical definition of the guaranteed risks and the specific conditions in which the equipment to guarantee is expected to be implemented, to operate, to be cleaned and maintained in good condition. Offered by RAGNI,the company has to define their limits and to assume their full responsibility. Period based on annual operation of 4000 hours.Guarantee valid only for use at max. ambient temperature of 35°C and for only one ignition and one extinction per day. Update 12/01/2016 Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 130 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: WAC Type: Model Number: WARRANTY WAC LIGHTING LIMITED WARRANTY WAC warrants to the first non-dealer purchaser of any of its products that they are to be free from defects in material and workmanship for a period of 5 years from the date of purchase for all indoor products. LED lamps are warranted for 3 years. Electronics in the outdoor fixtures are warranted for 5 years. Outdoor finishes are warranted for 2 years, except for stainless steel materials and coastal applications. Stainless steel finishes are warranted for lifetime, under normal use to the first non-dealer purchaser. Landscape Products (as defined by products offered at waclighting.com/landscape) carry a 10 year warranty on low voltage electronics, 5 years on 120V electronics, 5 years on outdoor finishes on aluminum housings, 10 years on outdoor finishes on brass housings, lifetime on stainless steel, under normal use. Although WAC uses the best available materials and does extensive testing for finish endurance, some fading or chalking may occur and is considered normal. For Landscape Products,"normal use"requires regular cleaning of the exterior of the products to prevent permanent fading or corrosion. For coastal locations, some corrosion and/or deterioration is considered"normal wear"in this environment.Therefore, any finish claim due to coastal environment conditions is not applicable to our warranty. If a product is defective, all efforts will be made to correct the problem in the field. If the problem cannot be resolved, an RGA number will be issued.WAC's obligation is expressly limited to repair or replacement,without charge, at WAC's factory after prior written return authorization has been granted.WAC's obligation under this warranty shall not extend beyond the distributor's initial purchase price of the product and accordingly any consequential damages or labor costs arising out of a defect are expressly excluded. This warranty shall not apply to products that have been altered, improperly installed, mishandled, misused, stored or used in excessively humid or hot conditions for an extended period, have not been installed in accordance with the installation instructions and warnings therein, damaged due to neglect(including but not limited to improper maintenance), repairs or modifications (including but not limited to use of third-party components), and/or any causes outside of WAC's reasonable control(e.g., acts of God). Notice of a defect in writing must be received by WAC within 5 years from the date of purchase (or according period of time as outlined by material). Excluded from warranty are all halogen and xenon bulbs, battery backups, and any 3rd party component which carries its own manufacturer's warranty. Note:WAC product warranty applies only to purchases from authorized WAC distributors. Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 131 Index T Job Name: Smokey Point Community Park Datasheet Manufacturer: WAC Type: Model Number: WARRANTY THERE ARE NO WARRANTIES WHICH EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FORA PARTICULAR PURPOSE. ENGINEERING CHANGES: WAC Lighting retains the right to modify the design and specifications of our products at anytime as part of the company's continuous improvement program. Prepared By:Graybar-Seattle I Graybar.com Justin Horn I justin.horn@graybar.com November 26,2024 132 Index T • CITY OF ARLINGTON SUBMITTAL REVIEW TRANSMITTAL Project Name: Smokey Point Community Park Project No: CED24.1 Contractor: Reece Construction Company Submittal No: 051 .1 Bid Item No: 280 Version: ❑ Original 0 Resubmittal Spec Section: 10 75 16 Date: 04/05/2024 Description: Re submittal of PT256C Ground Set Flagpole with Shop Drawings S-051 was Approved but Reece just received Shop drawings and wanted to make sure the shop drawings were approved before ordering. Date Received: 4/5/2024 By: SS Date Returned: 4/18/2024 By: SS Result of Review: 0 Approved with no exception taken ❑ Rejected ❑ Approved with exceptions noted below ❑ Revise and Resubmit ❑ Resubmit with exceptions noted below ❑ CN (Cancelled) EXCEPTIONS: None REVIEW COMMENTS: 4/10/2024 This is resubmittal of S-051 to present shop drawings for approval. CM routed to landscape architect for review. PERMIT INFORMATION 5/22/2024: In lieu of a permit, City of Arlington CED Director Marc Hayes has reviewed Submittal S-051.1 containing the shop drawings provided by Pole Tech Co. Inc. of which have been accepted and are approved with no exception taken. 4/18/2024 Taber Caton Date: By: Submittal Review is only for general conformance with the Contract Documents. Corrections or comments made do not relieve contractor from compliance with the Contract Documents. Taking no exceptions on a specific item does not imply approval of an assembly of which the item is a component. Contractor is solely responsible for fabrication, dimensions, and installment;means, methods, techniques, sequences, and procedures of construction; coordination of the Work;and for satisfactorily performing all work. Rev. 9117 TrWashington State AIF Department of Transportation Request for Approval of Material Contract Number RAM Number Recipient: Date CED24.1 Steve Sawyer 03/28/2024 Section/Title of Project County Smokey Point Community Park Snohomish Contractor Subcontractor Reece Construction Company Pole-Tech Co. This form shall be completed prior to submittal. If this form is not complete at time of submittal it may be returned for information that was omitted. Reviewers Approval For assistance in completing, see Instructions and Example Bid Material or Name and Location of Fabricator, Specification Item No. Product/Type Manufacturer or Pit Number Reference A/E approval CM Approval 280 PT256C Ground Set Flagploe Pole-Tech Co. 10 75 16 1 see code Construction Manager Date Architect/Engineer Date Steve Sawyer 4/18/2024 Taber Caton 4/18/24 Acceptance Action Codes for use by Architect/Engineer and Construction Manager 1.Acceptance Criteria: Approved with no Exceptions 2.Acceptance Criteria: Approved with Exceptions Noted 3.Acceptance Criteria: Resubmit with Exceptions Noted fo ra LARa-CAPE ARCHITECTS 4.Acceptance Criteria: Rejected (Formerly known as Weisman Design Group) 5.Acceptance Criteria: Revise and Resubmit ■ ACCEPTED Fabrication/Installation may be undertaken.Acceptance does not authorize changes to the 11. Miscellaneous Acceptance Criteria. A/ iva `t Sum or Contract Time. AS NOTED Remarks or stamps: Stamp Here REVISE & Fabrication and/or Installation RESUBMIT MAVNOTbe undertaken.In Resubmitting,limit corrections to items marketl. REJECTED Review/Acceptance neither extends nor alters any contractual obligations of the Architect or Contractor Digitally signed by Taber Caton Distribution ❑� Contractor Architect/Engineer 0 City of Arlington 0 To Project File ❑ Inspection COVER MOUNTING BOLT 1/4-20 PAN HD. (4) REQ'D 7„ �_ ANCHOR BOLT COVER BC 6--7-8 (4) REQ'D i 3 Yz 10 yz" SHOEBASE ELEVATION Ya 9 �a" BOLT CIRCLE SHOEBASE PLAN �- 6" DIAMETER x .063" THICK FLUSH SEAM SPUN 6" DIA. x .063" THK FLUSH SEAM SPUN ALUMINUM BALL FINISHED TO MATCH POLE ALUM BALL FINISHED TO MATCH POLE AST ALUM REVOLVING HOOD AND TRUCK. TRUCK & HOOD REVOLVE ON S.S. BALL BEARINGS MT'D ON AN ALUM SPINDLE. CAST ALUMINUM HOOD 3 Yy" TOP DIA. (FINISH TO MATCH POLE) �— NOTE; ONE (1) 4' x 6' USA OUTDOOR PLASTIC BALL NYLON FLAG IS PROVIDED WITH ORDER. _ �—STAINLESS STEEL SWIVEL TYPE SNAPHOOK WITHA VINYL COVER 7 x 19 STAINLESS STEEL AIRCRAFT CABLE S.S. THIMBLE ALUMINUM ASTM 8241 CONE TAPERED ALLOY 6063—T6 SEAMLESS FLAGPOLE S.S. QUICKLINK WITH A POLISHED SATIN BRUSH FINISH FOLLOWED BY A CLEAR ANODIZED FINISH STAINLESS STEEL SWIVEL 25'-0" PER AA M12C22A41 CLASS 1 (AAMA 611) TYPE SNAPHOOK WITHA VINYL COVER NEOPRENE COATED COUNTERWEIGHT PLASTIC BEAD RETAINING LOOP HOOD, TRUCK & RIGGING DETAILS 7 x 19 S.S. AIRCRAFT CABLE r REINFORCED ALUM FLUSH PIVOT OPERATING IF ACCESS DOOR WITH CYLINDER HANDLE o LOCK & CONTINUOUS PIANO HINGE FOR WINCH ACCESS. REMOVFABLE 6" BUTT DIA. x 3/16" WALL THICKNESS 4'-6" S.S. MANUALLY OPERATED WINCH WITH A POSITIVE LOCKING BRAKE CIRCUMFERENTIAL WELDS AT OUTSIDE TOP AND INSIDE BOTTOM OF SHOEBASE. (HEAT TREATED AFTER WELDING) WINCH IS SECURED TO MOUNTING PLATE INSIDE CAST ALUM SHOEBASE-SEE DETAIL POLE WITH TWO (2) ALLOY ASTM A356 5/16"-DIA S.S BOLTS r ` —I NON SHRINK GROUT WINCH ASSEMBLY da I (4) 1" DIA ASTM F1554-55 x 36" ONE (1 ) FLAGPOLE REQUIRED GALV. STEEL ANCHOR BOLTS EACH v I WITH 2 NUTS, FLAT & LOCKWASHER 4'-0"° r SMOKEY POINT COMMUNITY PARK 4 ,( ROD DIA BRONZE CD GROUND r POLE TECH CO., INC.97 GNARLED HOLLOW RD, EAST SETAUKET, N.Y. 11733 1 I SCALE: NONE O 1�56743 BRWN BYi KM f ° DATEt 4/4/2024 # REVS a - — -� 3000 PSI CONCRETE ALUMINUM INTERNAL HALYARD FLAGPOLES 2'-6". REECE CONSTRUCTION DWG GNDs