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HomeMy WebLinkAbout18513 59TH AVE NE_BLD6715_2026 From: Hannah Hardwick To: Lydia Hansen Subject: BLD6715-Arlington Boys and Girls Club Sprinkler Room Date: Monday,October 20,2025 10:51:00 AM Attachments: image001.pna imaae002.una image003.Dna 2025-09-23 B&G Club 6715 1st Rev.Ddf Hello, The building application for the new sprinkler room has been approved with conditions. Please see the following conditions below: • Splash blocks not allowed must provide infiltration system for all roof drains • Will need utility permit for water/fire connection. The water department also has some comments that would be applicable to the utility permit application. Please see the attached memo from Public Works that will need to be addressed on the utility permit application Sincerely, I 4DHannah Hardwick Community&Economic Development Fire Permit Technician 11 18204 59th Ave NE,Arlington,WA 98223 O:360.403.3549 hhardwick(cDarlin tog nwa.gov I www.arlingtonwa.gov Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. City of • Public • Memo To: Thad Newport(CED) From: Krista Stwart(PW),Gus Tararan (PW-Water),Joe Wilson (PW-Sewer) CC: Jim Kelly(PW Director), Katy Shores(PW), Linda Taylor(PW),Amy Rusko(CED) Date: September 29,2025 Re: B&G Club Sprinkler Room-Permit#6715 Water Comments-Gus Tararan(gtararan@arlingtonwa.gov): 1. Show existing and proposed 20'easement,centered on watermain,including fire hydrants. (4.1- 22) 2. Revise and dimension the separation between the proposed fire main and FDC main line shall be a minimum separation of 3-feet from inside edge of pipes. 3. Provide adequate separation between the proposed thrust blocking at the 90-degree bend and the parallel line. 4. Replace Sta/Offset with Northings/Eastings. There are no associated bearings on alignment shown on plans. 5. Note/showthe depth of the proposed water lines(4-1.12). Additionally,verifyvertical separation between proposed water lines at existing storm crossing. Minimum is 0.5'from storm. (4-1.06) 6. Minimum horizontal separation between water and storm is 5-feet. Revise plans and dimensions separation. (4-1.05) 7. Underground power shall maintain a minimum 5-foot horizontal clearance and a minimum 1-foot vertical clearance. Revise plans as necessary. 8. Dimension width of proposed sawcut. 9. Note fire main hot tap at point of connection shall be the epoxy coated tapping sleeves. 10. Add note to locate all underground utilities(4.3-14) 11. Enlarger scale of plans for clarity(1"=10'). 12. Add Standard Water Notes to Plans(1-3.11). 13. Show existing water service line from meter. Sewer Comments—Joe Wilson(iwilson@arlingtonwa.gov): 14. No sewer comments. 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 MW 18513 59TH AVE NE Permit#:6715 Parcel#:31052200103100 PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Scope of Work:Addition of fire sprinklers and new 48SF fire sprinkler room for the Valuation:30000.00 exsiting Arlington B&G Club OWNER APPLICANT CONTRACTOR ARLINGTON CITY OF 2812 architecture/Lydia Hansen 18204 59TH DRIVE NE 2812 Colby Ave ARLINGTON,WA 98223 Everett Washington 98201 4252522153 LIC:600173 764 EXP:09/30/2026 LIC:GAFFNCI104K3 EXP:07/08/2027 MECHANICAL CONTRACTOR " 9W' PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL BUILDING CODE YEAR: 2021 STORIES: I CONST.TYPE: VB DWELLING UNITS: OCC GROUP: B;Business 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.I13C110/IRC110. 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. p-�-` 11.07.2025 �1 ..�� 11/07/2025 Applicant Signature Date Building Official Date CONDITIONS Splash blocks not allowed must provide infiltration system for all roof drains.Will need utility permit for water/fire connection.Permit shall be onsite for inspections.Call for inspections. 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 moor Date Description Fee Amount 11/07/2025 Building Plan Review $430.59 11/07/2025 Credit Card Service $12.92 11/07/2025 Processing/Technology $25.00 11/07/2025 Building Permit $662.44 11/07/2025 State Surcharge-Commercial $25.00 Total Due: $1,155.95 Total Payment: $1,155.95 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 COMMERCIAL TENANT IMPROVEMENT 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 ✓ City of Arlington Commercial Tenant Improvement Permit Application ✓ Site Plan ✓ Architectural Plans Structural Plans Structural Calculations Mechanical System Modifications, (if applicable) Plumbing System Modifications, (if applicable) Project Specification Manuals, (if applicable) WSEC Compliance Forms,(if applicable) https:[/waenergycodes.com/ 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 5. 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. ❑ Reinforced Concrete ❑ Structural Steel and Welding ❑ Bolting in Concrete ❑ High-Strength Bolting ❑ Pre-stressed Concrete ❑ Spray-Applied Fireproofing ❑ Shotcrete ❑ Smoke-Control Systems ❑ Structural Masonry ❑ Other-Specify: ❑■ I acknowledge that all items designated as submittal requirements must accompany my Tenant Improvement Permit Application to be considered a complete submittal. COMMERCIAL TENANT IMPROVEMENT 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: New Space ❑■ Addition Alteration Property Address: 18513 59th Ave NE Arlington, Washington Project Valuation: 30,000 Lot#: Parcel ID No.: 3105220010100 Subdivision: Project Scope of Work: Addition of fire sprinklers and a new 48SF fire sprinkler room for the existing Arlington B&G Club Description of New Tenant Business Operations: IBC Construction Type: VB IBC Occupancy Type: B Building/Space Square Footage: 28,183 Number of Stories: 1 Square Footage Per Floor: 1St28,231 2nd 3rd 4th 5th 6th Primary Contact: ❑ Owner ❑■ Architect ❑ Engineer ❑ Contractor Owner Name: City Of Arlington Office No.: Email Address: Cell No.: Mailing Address: 18204 59th Drive NE city:Arlington State: Wa Zip: 98201 Architect Name: Adam Clark office No.: 425-252-2153 Email Address: adam@2812architecture.com Cell No.: Mailing Address: 2812 Colby Ave City: Everett State: Wa zip: 98201 Professional License Number: 6803 Expiration Date: Engineer Name: David Harmsen Office No.: Email Address: davidh@harmsenllc.com Cell No.: 425-252-1884 Mailing Address: 2822 Colby Ave, STE 300 City: Everett State: WA zip: 98201 Professional License Number: 33745 Expiration Date: Primary Contractor: Gaffney Construction Office No.: 425-355-5500 Email Address: joe@gaffneyconstruction.com cell No.: Mailing Address: 8105 Broadway City: Everett State: Wa zip: 98203 L&I Contractor License Number: GAF FNC1104K3 Expiration Date: 04/08/2027 REV03.2022 Page 2 of 7 COMMERCIAL TENANT IMPROVEMENT MECHANICAL SYSTEM INFORMATION Type of Permit: O New Installation O Addition O Alteration O Replaced O Gas Piping Mechanical Contractor: None 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: O CSST O Brass O Black Steel O Galvanized Steel O Other Proposed Piping Size: 0 1/2" O S/s" 03/4 O 1" O 11/2 O 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>100Btu h x $ 25.00 = $ Air Cond.Unit>50OBtu/hp x $ 50.00 = $ Air Handling Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler<100Btu h>3h x $ 15.00 = $ Boiler>1 million Btu/h<50hp x $ 25.00 = $ Boiler>1.5 million Btu/h<50hp x $ 50.00 = $ Boiler>100Btu/h 3-15hp x $ 15.00 = $ Boiler>500Btu h 15-30hp x $ 25.00 = $ Commercial Hoods-Type I x 1 $ 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 15100 Btu h x $ 15.00 = $ REV03.2022 Page 3 of 7 COMMERCIAL TENANT IMPROVEMENT MECHANICAL PERMIT FEES (per unit) Gas Fired AC >100 Btu h x $ 25.00 = $ 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 7 COMMERCIAL TENANT IMPROVEMENT PLUMBING SYSTEM INFORMATION Type of Permit: O New Installation 0 Addition O Alteration O Replaced O Industrial Plumbing Contractor: None 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. Tvve 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 = REV03.2022 Page 5 of 7 COMMERCIAL TENANT IMPROVEMENT PLUMBING PERMIT FEES (per fixture) 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 Pi in <- 5 inlets outlets x $ 60.00 = Med Gas Piping> 5 inlets/outlets (plus :5 5 x $ 5.00 = inlets outlets Miscellaneous -regulated by plumbing x $ 15.00 = code,not otherwise specified Pretreatment Interceptor x $ 15.00 = Re-inspection Fee all x $ 75.00 = Roof Drains x $ 15.00 = Shower (only) x $ 15.00 = Sink bar,service,etc. IXE $ 15.00 = Toilets $ 15.00 = Urinal $ 15.00 = Vacuum Breakers $ 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 ❑ New 0 Addition/Alteration ❑ Medical ❑ Automotive Based ❑ Industrial ❑ Office ❑ Restaurant ❑ Machine Shop ❑ Other: 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 0 Sprinkler w/chemicals ❑ 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? REV03.2022 Page 6 of 7 COMMERCIAL TENANT IMPROVEMENT Is water used in the business process (washing,rinsing, ❑ Yes 0 No ❑ Don't Know cooling)? Does your business require a NPDES permit? ❑ Yes 0 No ❑ Don't Know I hereby certify that the above information is correct and that the 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. Lydia Hansen 9. 16.2025 Signature Print Name Date REV03.2022 Page 7 of 7 PROJEG7 GRITERIA DRAWING INDEX SGOPE OF WORK ARGHITEGTURE ADDITION OF FIRE SPRINKLERS AND NEW 48 S.F. FIRE Al SITE AND KEY FLOOR PLAN SPRNKLER ROOM FOR THE EXISTING ARLIN6TON BOYS AND A2 ENLARGED FLOOR PLAN I EXTERIOR ELEVATIONS GIRLS CLUB. A3 BUILDING SECTION AND DETAILS PARCEL NUMBER: 31052200105100 G I V I L LEGAL DE50RIPTION: 01.0 CONSTRUCTION WATER PLAN SEC 22 TWP 31 RISE 05W1/2 NW1/4 NEI/4 GI.I CONSTRUCTION DETAILS w GODS LL ' 2021 INTERNATIONAL BUILDING CODE (IBC) n y 2021 INTERNATIONAL MECHANICAL CODE (IMG) F 2021 INTERNATIONAL FIRE CODE (IFC) a N 2021 UNIFORM PLUMBING CODE (UPC) f6 a 5UILDINO GRITERIA ZONING: 6I 1w w _ O MAX. HEIGHT: 50' " OCCUPANCY: B wa CONSTRUCTION TYPE: VB FIRE SPRINKLER: YES 5UILDIN6 AREA: 28,148 5.F ` UfiILITY DISTRIGTS ° U d POWER: SNOHOMISH COUNTY PUP LLI WATER: G I TY OF ARLIN6TON C Z SEWER CITY OF ARLIN6TON Q' 2 LU EXI57IN6 ° 04 InW w ' / I SEPARA7E SU5MITTAL_S N0IN33 Q 5U 11�D I N6 ELECTRICAL N w' 3 S 20, 1 a5 5.F. FIRE SPRINKLER 4� FIRE ALARMS to i TOTAL OGGUPANGY City of Arlington NEW TOTAL OCCUPIABLE FLOOR AREA: 28,231 S.F Building Department TOTAL OCCUPIABLE LOAD: APPROVED EXISTING OCCUPANCY: 886 OCCUPANTS Kevin Olander- 10/14/2025 NEW OCCUPANTS 0 OCCUPANT TOTAL OCCUPANT LOAD= 886 OCCUPANTS No changes authorized unless approved by the Building Official T77FO-A � A� RO IKTL F—T---F-1 F—T---F--] 48 F. bYMNA5I UM TVb W TEEM CENTER J ARTS a CRAFT5 V PAcaln 0 oPPICE z PRIVATE u) STORASE KI _ SIT E a SAME ROOM ° .• . O ° om Z Z COMMUNITY . - ~ O ® COMMUNITY CENTER W 7 d © AREA OF o " z V) -j (^ ~ LL WORK a Z Y z 0 z � o z J MZ a J Q Q Q (A S I 7E PLAN ® KEY FLOOR PLAN ® V I G I N I TY MAP ® Drawing: 1" = 50'-0" Al NORTH NORTH NORTH mar 25C-4705 I GAME ROOM IF COMMUNITY STORAGE � w w O ON .. H Lu � N ENTRY 8 GOMMUNITY CENTER AE3PARTIAL SOUTH ELEV. _ 1/4" = l'-O" E �7I � � 12 NEW FIRE �11 -0 I SPRINKLER 4 T.0 PLATE 'c o o RISER 500 v 3 2'-4% F�3 a¢NN o n co d J U N N ® " N 4 \y_ 2 3 3 I I 1 0" Y MAIN FLOOR A � A3 PARTIAL EAST ELEV. 1/4" = 1'-0" I 12 1 ENLAR6ED FLOOR PLAN 5 T.0 PLATE m NORTH CO J U) — 0=°� (D O ENLARGED FLOOR PLAN NOTES PLAN LEGEND MAIN FLOOR Z > Q w EXISTIN6 WALL k, \/ (n O 1. INSTALL NEW 5'-0" BY -1'-0" HOLLOW METAL DOOR AND PARTIAL AL Y V��� �1��Y City Of Arlington 0� FRAME (U=0.51): � NEW WALL OR INFILL CONSTRUCTION 1/4" = 1'-0" Building Department 1/2 PAIR BUTTS artment o 0 w LOGKSET APPROVED m z ,� X FLOOR PLAN NOTE CLOSER (SIZE TO SUIT DOOR) Z FO g RAINDRIP AT HEAD (FULL WIDTH AT DOOR FRAME) Kevin Olander- 10/14/2025 2 Z Z a 1 WEATHERSTRIPPING AND SWEEP No changes authorized unless approved by I> o ui= � 1 THRESHOLD (FULL WIDTH OF OPENING) the Building Official 0Z U) ELEVATION NOTES _z g 2. NEW DOWNSPOUT SPILL ONTO GONG. SPLASHBLOGK. Z =O 0 1. ROOF CONSTRUCTION: METAL ROOFING COLOR TO MATCH EXISTING ZZ J � cW7 3. EXTERIOR WALL5: SEE SECTIONS. Splash blocks not z z allowed must provide w Zi g 4. NEW ELECTRICAL UNIT HEATER <100 BTU/H. infiltration system for 2.6UTTER AND DOWN5POUT: 24 6A. PREFINI5HED METAL 6UTTER AND DOWN5POUT COLOR TO MATCH ADJACENT WALL. ¢ Q 4 t w all roof drains. 3.DOOR: INSTALL NEW HOLLOW METAL DOOR AND FRAME PER PLAN DWG. A2 Drawing: 4.FIBER CEMENT PANELS: PAINT TO MATCH EXISTIN6 WALL CONSTRUCTION PER DW6. A3 5.PREFIN5IHED METAL FACIA: TO MATCH EXI5TIN6. 1 J.eN m,.,. 25C-4705 W L p U— SE6TION N07ES 3. METAL ROOF I. FLOOR SLAB: 4" concrete slab Yi/ b" x W1.4 mil. vapor W.W.F on b" gravel base on b mil. vaporr barrier. @ N Foundation per detail 3. 0 2 2. EXTERIOR WALL: Fiber cement siding panels on q,-5„ A4 continuous R-5.5 rigid insulation over 5/4 inch Y T.O. PLATE plywood sheathing on 2x6" wood studs with 5/b" type 'X' fiberglass faced G.W.B. Fill stud cavities with R-21 batt. insulation. Provide 4 mil 2. EXTERIOR WALL EXISTING vapor barrier at warm side of insulation behind ' WALL G.W.B. A N 5. METAL ROOF: Metal roofing with 4 mil vapor barrier and R-5b rigid insulation over 1/2" plywood deck and 2X5 ® 16" Or, framing. E 4.EXTERIOR DOOR 4. EXTERIOR DOOR: insulated hallow metal door and S frame (U=0.5-1). See floor plan. e C p O w 5. SLAB INSULATION: 2' horizontal R-10 slab m insulation. ¢'rn a¢N N a N ^N DOWEL �; >N N w 1. FLOOR \\ 0 -0' SLAG YT.O. SLAB 5. SLAB EDGE �d INSULATION _ 5UILDIN6 SE6TION J 1/2" = 1'-0" m J U 24 GA. PREFIN. METAL ROOFING J ON MOISTURE BARRIER OVER RIGID INSULATION�� WALL PER 24 6 24 A. PREFIN. \�j PLAN METAL GUTTER W/ ® POWER DRIVEN 0 END CLOSURES FLOOR SLAB FASTENER ® Z --- -- _ 24" O.G. MAX Q (5)2X6 -------------------- } J HEADER (DBL. WALL PER ° — o O w STUD AT PLAN ------------------ SLAB Im o JAMB) ry 1^ z INSULATION o z 0 w Z F- z DOOR PER H.M. FRAME 1X5 5/4 RUSTIC #4 HORIZ. > O z ai z 5CHEP. GONG. BD. TRIM WALL PER PLANIr7 City of Arlington ° w Building Department 'Z LU 2" PLrwD. APPROVED z z ° z SOFFIT PAINT I'-0" I'-0" z J n C7 TO MATCH WALL Kevin Olander- 10/14/2025 Lu Z 13� No changes authorized unless approved by ¢ Q ¢ m HEAD EA YE PETA I L TIC I OKENED SLA5 the Building Official Drawing: A J.eNu—r 25C-4705 SECTION 22, TOWNSHIP 31 NORTH, RANGE 09 EAST, W.M. CITY OF ARLINGTON 7TH BOYS AND GIRLS CLUB ARLINGTON 89TH TH 88TH SITE INFORMATION SITE ADDRESS: 18513 59TH AVE NE v EXISTING BUILDING ARLINGTON,WA 98223 SITE o v00�eN� I �� N LE TAX PARCEL NUMBER: 31052200103100 ARLINGTON p Lu / 28,183 S.F. MUNICIPAL = Zp c Z ZONING CLASSIFICATION: PUBLIC/SEMI-PUBLIC AIRPORT OJ�� c USE CLASSIFICATION: 431 AIRPORTS&FLYING FIELDS Lu Ppe I LOT SIZE: 842,200 SF(19.35 AC) / SCHOOL DISTRICT: ARLINGTON SCHOOL DISTRICT 16 -+ W FIRE PROTECTION DISTRICT: NORTH CO.REGIONAL FIRE AUTHORITY z WOO LANDS o WATER PROVIDER: CITY OF ARLINGTON o cF Q SEWER PROVIDER: CITY OF ARLINGTON 22 i DgRep�GN L JQ 180THSTEETNE H 23 REVISIONS torn L UT—U7 ARCHITECT/CONTACT CIVIL ENGINEER J7' ADAM CLARK DAVID HARMSEN,PE 2812 ARCHITECTURE HARMSEN LLC 2812 COLBY AVE 2822 COLBY AVE,STE 300 EVERETT,WA 98201 EVERETT,WA 98201 Lu N c PH:425-252-2153 PH:425-252-1864 VICINITY MAP LuN"p' EMAIL:adam@2812architecture.com EMAIL:davidh@harmsenllc.com +o Feel SCALE 1"=1000' Z II.I N o A OWNER SURVEYOR > �N KING FAMILY TRUST DIRK WEIMANN m 240251 STAVE NE RIVER J� I STANWOOD,WA 98292 PO BOXI Z 17 LAND SERVICES W N / v SNOHOMISH,WA 98291 FINAL JOINT MUST J BE SAW-CUT SAW-CUT OR UNE DRILL 2"MIN ASPHALT LEGAL DESCRIPTION EXISTING ASPHALT UNDERLYING CONCRETE CONCRETE / SEC 22 TWP 31 RGE 05W1/2 NW1/4 NE} CONCRETE NEW FIRE SPRINKLER ROOM(48 SF)WITH 12' J� INTERIOR DCDA SHEET LIST o c / a EXISTING CEMENT SHEET NO. SHEET DESCRIPTION � Y \ C1.0 WATER PLAN CONCRETE W CAP AND MARK 5' G-o C1.1 DETAILS FROM RISER ROO \ EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE rn c LU o, h >rn 06�^ 0 200 400 ASPHALT CONCRETE(3"MIN) Q Q 9,y,1,t0Op Feer— BE S JOINT MUST REPLACEMENT PATCH TO BE 1" m 3 BE SAW-CUT THICKER THAN PREVIOUSLY EXISTED J o 7T 7 �^ — — S88&T4B"E — — � O� 7T6T6 (�. EXISTING ASPHALT N cc L)Lu 12" � LIFT N c REPAIR SIDEWALK AND SAWCUT,REMOVE,AND Oa I CONCRETE N•k3{/`; CDF �Yd•° cuRe As REQUIRED, EXISTING ASPHALT CONCRETE OVER PREPARED GRADE ti + REPLACE SIDEWALK AND SIDEWALK PER PAVEMENT PER \ I Q HA ARLINGTON DETAIL R-170 J F S ARLINGTON DETAIL R-140 SD—SD—SDI SD SO SD SD SD SD SD—m SO SD—SO--- '0 z 7LF 6"DI CEMENT CONCRETE(8"MIN) `N REPLACEMENT PAREVIOUSLY EXISTED 33745 77j FINAL JOINT MUST TCH TO BE 1. QS/gp(y'R UP -,-\yam UP W UP BE SAW-CUT G h w ONAL v W FDC I w �)ql BEND bo —11+75.98[-151.2 LTI �"' o EXISTING CEMENT 1-90"6"DI BEND,MJXMJ o o CONCRETE o THRUST BLOCKING Z ' Ay. CDF m + •H N TAPPING 8LEEVE H • •���B�' J 11+78.45[-149.2 LT] V 1-8 x 6"TAPPING SLEEVE _ EXISTING CEMENT CONCRETE OVER PREPARED GRADE 1-8"TAPPING GATE VALVE,FLxMJ cn THRUST BLOCKING I J N r i— NOTES: CND Z WATER PLAN 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WITH TEMPORARY C7 O Z 1 ASPHALT AT THE END OF EACH WORK DAY,UNLESS PERMISSION IS GRANTED TO DO OTHERWISE Q F J SCALE.1"=20' BY THE CITY ENGINEER. ?y (� a THE CONTRACTOR SHALL VERIFY THE I - r Z CC CC AREA OF WORK 2. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN 2 WEEKS OF LOCATION OF ALL UTILITIES PRIOR TO ANY : COMPLETION OF WORK WITHIN THE ROADWAY AREA Q 0 F CONSTRUCTION.AGENCIES INVOLVED SHALL LEGEND NOTES: BE NOTIFIED WITHIN A REASONABLE TIME m O Q SEWER MANHOLE " CONC.BOLLARD PRIOR TO THE START OF CONSTRUCTION. LVgv OA DBPAR71lE8 OF PUBLIC woRIL4 STANDARD DETAIL O Z U o CLEAN OUT IRRIGATION CONTROL VALVE 1 FIRE RI SPRINKFIED BYLER SPRINKLER SERVICES SI E SHALL BE mpi/m STANDARD DETAILS NUMBER 0 El CATCH BASIN R HYDRANT 2. WATER SERVICE SIZE SHALL BE VERIFIED BY I 638.95' S88"07'36"E v�®oL ER. . PAVEMENT PATCH R-140 0 a PLUMBING CONTRACTOR. I <tN0't Z (5) CATCH BASIN TYPE 2 N WATER VALVE o POWER POLE 63 WATER METER ADDITIONAL UTILITY NOTES / ` SITE OVERVIEW J I SCALE:1"=200' � © ELECTRIC VAULT 0 LIGHT POLE CITY OF ARLINGTON a 1. ALL WORK SHALL MEET CITY OF ARLINGTON ADOPTED FIRE CODE ® CABLE VAULT — HANDICAP PARKING SIGN AND CITY DESIGN STANDARDS. CONSTRUCTION DRAWING REVIEW ACKNOWLEDGMENT ❑o GAS METER 2. UNDERGROUND FIRE MAINS SHALL BE TESTED AND FLUSHED EXTRUDED CURB PRIOR TO CONNECTION TO ABOVEGROUND SPRINKLER SYSTEM THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE WITH THE DATE: m GAS VALVE —o o—CHAIN LINK FENCE PIPING.INSTALLER SHALL BE WA STATE"U"LICENSED AND CITY OF ARLINGTON CODES AND ORDINANCES.CONFORMANCE OF THE DESIGN WITH ALL PROVIDE CONTRACTOR CERTIFICATION OF THE INSTALLATION APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE RESPONSIBILITY OF 09/03/2025 SS SEWER LINE W WATER LINE MATERIALS AND TESTS UPON COMPLETION.AN APPROVED PLAN THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS W WATER LINE G GAS LINE OF THE UNDERGROUND SPRINKLER SYSTEM PIPING SHALL BE SHEET.ACKNOWLEDGEMENT OF CONSTRUCTION DRAWING REVIEW DOES NOT IMPLY JOB#: AVAILABLE ON THE JOB SITE. CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRE OTHER COUNTY,STATE 25-194 PROPERTY BOUNDARY EDGE OF ASPHALT 3. CONTACT ARLINGTON FIRE DEPARTMENT AT 360-629-2184 TO OR FEDERAL PERMIT REVIEW AND APPROVAL.THE PROPERTY OWNER AND LICENSED "----------PROPOSED WATER SCHEDULE FIRE INSPECTIONS AND TESTING.INSPECTIONS ARE DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE ACQUISITION AND COMPLIANCE OF REQUIRED FOR HYDROSTATIC PRESSURE TESTING OF FIRE ALL APPLICABLE PERMITS AND/OR AUTHORIZATION WHICH MAY INCLUDE,BUT ARE NOT MAINS AND FIRE FLOW FLUSHING OF THE PIPING. LIMITED TO,WSDFW HYDRAULIC PROJECT APPROVAL(HPA),WSDOE NOTICE OF INTENT 4. RPBA AND DCDA DEVICES TO BE LOCATED IN MECHANICAL (NOI),ARMY CORP OF ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE ROOMS.COORDINATION WITH MECHANICAL DRAWINGS. ENDANGERED SPECIES ACT. 5. ON-SITE INSPECTIONS ARE TO BE PERFORMED BY THE CITY OF Know what's belOW. ARLINGTON CROSS CONNECTION CONTROL SPECIALIST AT BY: DATE Cell before you dig. ROUGH-IN AND FINAL-PRIOR TO ACTIVATION OF THE WATER Development Services Manager SERVICE.48 HOURS NOTICE IS REQUIRED PRIOR TO INSPECTION. l ■O THESE APPROVED CONSTRUCTION PLANS EXPIRE AFTER 18 MONTHS FROM THE DATE 1 SHOWN ABOVE OR UPON EXPIRATION OF PRELIMINARY PLAN OR SITE PLAN APPROVAL. P:\WORKIPROJECTS\2025\25HRM0194 2812 ARCH-ARLINGTON B&G\CE\DW0PROJECTCI.0 WATER PLAN.DWG 9/3/2025 SECTION 22 TOWNSHIP 31 NORTH RANGE 09 EAST W.M. 1/2"x 4"FULL DEPTH EXPANSION JOINT EVERY 30'.ALIGN EXPANSION J01 @ DUMMY JOINTS IN CURB V-GROOVE 1 WITH JOINTS IN SIDEWALK 1/4"DEEP V-GROOVE ) 1�)DEEP d IYps MY JOINT �o Uo M oOo 2 .T. 15'C/C 1/2"x 1 1/2" BUILDING DUMMY JOINT EXTERIOR WALL DI OR STEEL 15'CC PIPE 36"FOR PIPE DW. 12"OR SMALLER 48"FOR PIPE DM.OVER 12" PLAN PLAN MAX.DEPTH SHALL NOT EXCEED 60" SLEEVE SEAL 5'MIN ;_ARTIGHT FLOOR GRADE 1/2"x 1 1/2" FULL DEPTH CURB&GUTTER EXPANSION JOINT EVERY 30' PLAN VIEWS THRUST BLOCK 5•TYPICAL 4 © CEMENT-LINED STRUCTURAL 1/2"x 1 1 2" (SEE NOTE 7 BELOW) FOOTING DFLANGE AND UCTILE NSPIGOT) REVISIONS DUMMY JOINT 2% CEMENT CONCRETE O / PIECE(SEE PLAN SIDEWALK O O " FOR PIPE DIAMETER) a M TYPE 1 CURB&(UTTE .. .... .... ..:.;;t"•:'r:',::�.s.:.:;:�:. "' a vJ vJ a0 O SEE STD DETAIL R-110 :'.:f:�:1:':.•:.:..J ELEVATION ELEVATION W N h 2"CRUSHED SURFACING \ O ¢ W >_ N t0 TOP COURSE,COMPACTED SEE W-225 Z Lu u) TO 95R DENSITY 3 FOR CONTINUATION TYPICAL SECTION STEEL FABRICATED EPDXY FABRICATED STAINLESS STEEL WATER MAIN Z NOM CQATED TAPPING SLEEVE TAPPING SLEEVE FIELD LOK GASKETS/MEGALUG REQUIRED ON ALL JOINTS FROM VAL WVE (n 1. SIDEWALKS SHALL BE A MINIMUM OF 4"THICK,AND SHALL BE CLASS 3000 CEMENT CONCRETE,WITH AIR TO 90' BEND THRUST BLOCKING ENTRAINMENT(MIN 4.5R-MAX 6.5.SR). INSTALLED ON DI PIPE INSTALLED ON AC PIPE SEE W-160 2. FULL EXPANSION JOINTS SHALL GENERALLY BE PLACED TO MATCH THOSE PLACED IN ADJACENT CURB 8: GUTTER,WITH MAXIMUM SPACING OF 30 FEET,FINAL SPACING DETERMINATION SHALL BE DECIDED BY THE IIIIATERIAL LIST: SEE W-220 Z INSPECTOR IN THE FIELD. FOR CONTINUATION 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95%OF MAXIMUM DENSITY. Q 24"x24"x4"CONCRETE PAD IN UNPAVED AREA O 4. SIDEWALK SHALL BE AT LEAST 6"THICK IN DRIVEWAYS. Q CAST IRON VALVE BOX AND EXTENSION PER STANDARD DETAIL N0.W-190 M 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY NOTES: Q 6"GATE VALVE WITH RESILIENT SEAT(MUELLER,M@H OR APPROVED EQUAL) W WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER.CURING TIME SHALL BE FOR A MINIMUM OF 72 HOURS. 1. STAINLESS STEEL TAPPING TEES SHALL HAVE FULL CIRCLE SEAL. O MAINUNE SIZE TEE WITH FLANGE 6, ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4"RADIUS. 2. STEEL TAPPING TEES SHALL BE EPDXY COATED. Q 6"D.I.P. M O 3. ALL TEES AND VALVES TO BE WATER TESTED BEFORE TAPPING. W cm7. SIDEWALKS ARE TYPICALLY 5'WIDE,WIDER SIDEWALK MAY BE REQUIRED BY THE CITY. ©MEGALUG Q Obi Ya We DEPARDIOWT OF PUBLC FORKS STANDARD DETAIL ♦Ty O 01FE DEPARTNBNI'OF PUBLIC FORKS STANDARD DETAILno °1^T DMARO�iT OF PUBLIC F068H STANDARD DETAIL �qY O ore DEPUrrMEn OF PUBLIC AOR69 STANDARD DETAIL m WAva STANDARD DETAILS NUMBER G ° WA'/max STANDARD DETAILS WrnWW STANDARD DETAILS Q ° W.'Pee STANDARD DETAILS = F NUMBER NUMBER NUMBER v®ta CEMENT CONCRETE SIDEWALK R-17O 's®'Z W-2OO s W-22O 7'®� 6 W-225 cc q D .P O TAPPING SLEEVES FHtE LINE CONNECTION FIRE LINE UNDERGROUND t 2 L S � � FLOOR FLANGEDETAII. N w ING � N R/WIRED PAVEMENT 4SAWCUT ttP. I a N•9 RESTORATION PER ( ) + UNDISTURBED a o 10 R USE PERMIT NATIVE J OF S �tp SURFACE RESTORATION EXISTING PAVEMENT GROUND i T A� Oa CA AS SPECIFIED(SEE SURFACE "'.•�':.1�y.','.:.. o i O% :, 2 o NOTE 3) COMPACTED " ULAR33745 rE PIPE ONAL k STEELE COMPACTED TRENCH NEAT Lill E(TYP) UNBALANCED CROSS CROSS WITH PLUG BACKFILL(SEE NOTE 1) r m COMPACTED GRANULAR - """+4 J BACKFlLL i t V l PIPE BEDDING 20NE i �l '�v:3 ?; (n (SEE NOTES 2) :/���@`�\\\ •rp!y J 04 M 1/4"STEEL THRUST "I PLATE BLOCKING PER 04 � STD DETAIL � CDZ N0.W160 ' 0 _O TRENCH STABILIZATION ` J _ •d a F MATERIAL.IF AND WHEN PIPE O.D.+ 18" PLUGGED TEE HORIZONTAL BEND -J r •° U J DIRECTED.(SAME AS PIPE �/ • ti BEDDING). f/ BACK FACE THRUST 's"•"i,,E' , Z F BLOCK AREA REFERS TO THE BACKFACE OF '..x\`�1.:.r` m UNPAVED AREA PAVED AREA BLOCK MEASURED IN rGJ^r-,r Z SQUARE FEET �.ce�4r-0,j ti Z Z O I - O J 1/4"STEEL HORIZ rt OF PIPE AND '� Q PLATE BLOCK PIPE&CAP THRUST BLOCK DETAIL Z NOTES: TEE J 1. TRENCH BACKFILL SHALL BE: •PAVED AREA GRANULAR EACKFILL AS APPROVED BY LOCAL AGENCY,OR PER WSDOT THRUST BLOCK AREA IN SQUARE FEET(SEE STD DETAIL NO W-165) NOTES. CITY OF ARLINGTON xa 9-03.9(3),OR CDF,OR 5/8"MINUS CRUSHED SURFACING,OR APPROVED NATIVE MATERIAL Sal FIRM 9LT OR COMPACT SAND COMPACT SAND A,GRAVEL 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES CONSTRUCTION DRAWING REVIEW ACKNOWLEDGMENT COMPACTED TO 95%OF MAXIMUM DENSITY. FIRM 51Ltt SAND so' 45 BEND 11 1/4. 90' as'BEND 11 1 a' go• 45 BEND 11 1/o DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE CITY ENGINEER. •UNPAVED AREA SELECTED GRANULAR MATERIAL WITH MAXIMUM DIMENSION OF 6"PER FITTING BEND TEE CAP oR PLUG a END 2 BEND TEE CAP OR PWG&2222N11-BEND TEE CAP OR PLUG A BEND z 2 GALL BLO KING ROUND OR Fl FOR HORIZONTAL NC L FITTINGS TO R(POURED IN PLACE)DENSITY. BEAR AGAINST UNDISTURBED NATIVE THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE WITH THE DATE: WSDOT 9-03.15,COMPACTED TO 90%OF MAXIMUM DENSITY. a ]. a.2 1] 9 2.1 2.1 t. t.s t. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFlLLED AFTER MINIMUM 1 DAY. PRESSURE TESTING SHALL CITY OF ARLINGTON CODES AND ORDINANCES.CONFORMANCE OF THE DESIGN WITH ALL A 6 23.3 9.. .] a.] 4.] 1.9 5.0 - 1.4 OCCUR AFTER CONCRETE HAS REACHED COMPRESSIVE STRENGTH 1 09/03/2025 2. GRAVEL BACKFILL FOR PIPE ZONE BEDDING SHALL BE SELECTED GRANULAR MATERIAL PER r, B z3.3 1s.7 1s.] 11.7 &a .a 3.a .e s.3 (•) APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE RESPONSIBILITY OF WSDOT 9-03.12(3),WASHED SAND,OR APPROVED SUITABLE EXCAVATED MATERIAL WITH i 12 s3.o 37.s 37.s 1s.o zs.s 1Be 16.e 7.s 20.0 1a.o 1a.o .s 4. ALL BLOCKING TO BE CONCRETE CL 3000-1 (3000 PSI). THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS MAXIMUM DIMENSION OF 1-1/2"COMPACTED TO 95%OF MAXIMUM DENSITY BY APPROVED AREAS CALCULATED ON Wn Ps-TEST PRESSURE AND 3-0 MIN COVER OMER WAIERMAIN 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE,BUT SHEET.ACKNOWLEDGEMENT OF CONSTRUCTION DRAWING REVIEW DOES NOT IMPLY JOB#: HAND-HELD TOOLS. SHALL NOT COVER OR ENCLOSE BELL ENDS,JOINT BOLTS OR GLANDS.ACCESS TO BOLTS AND GLANDS ®IF ECOLOGY BLOCKS MAY BE USED IN UEU SHALL BE PROVIDED. CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRE OTHER COUNTY,STATE 25-194 3. EXCAVATE FOR THE PIPE BELL TO ENSURE UNIFORM SUPPORT FOR THE PIPE BARREL. OF POURED-IN-PLACE BLOCKING FOR 6. ALL HORIZONTAL BLOCKING THRUST AREAS SHALL BE CENTERED ON PIPE. OR FEDERAL PERMIT REVIEW AND APPROVAL.THE PROPERTY OWNER AND LICENSED FITTINGS IN SHADED PORTION OF TABLE 7. WHERE POURED-IN-PLACE BLOCKING IS REQUIRED AT A POINT OF CONNECTION TO AN EXISTING DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE ACQUISITION AND COMPLIANCE OF 4. UNPAVED AREA SHALL BE RESTORED WITH 4"TOP SOIL,FERTILIZER AND SEED,OR AS RESTRAINED JOINTS MUST BE USED. WATERMAIN,THE BLOCKING SHALL BE INSTALLED PRIOR TO CONNECTION WHENEVER POSSIBLE OR AS ALL APPLICABLE PERMITS AND/OR AUTHORIZATION WHICH MAY INCLUDE,BUT ARE NOT SPECIFIED. PAVEMENT RESTORATION SHALL BE DONE PER RIGHT-OF-WAY USE PERMIT,OR DIRECTED BY THE CITY ENGINEER. LIMITED TO,WSDFW HYDRAULIC PROJECT APPROVAL HPA AS SPECIFIED. FOR NOTES SEE STD DETAIL NO W-165 8. TEMPORARY BLOCKING.IF USED.SHALL BE APPROVED BY THE CITY ENGINEER. ( ),WSDOE NOTICE OF INTENT (NOI),ARMY CORP OF ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. �Ty O a1rt DWAR19�Cf OF PUBLIC FORKS STANDARD DETAIL ttY O aB[ DEPART1BTf0'OF PUBLIC Yom STANDARD DETAIL 1Ty O mW DRPART1Brv'T OF PUBLIC FORGE STANDARD DETAIL Know what's below. ° " WnInWE STANDARD DETAILS NUMBER G WmnEW STANDARD PLANS NUMBER G Wn1/wE STANDARD DETAILS NUMBER BY: DATE Call before you dig. Development Services Manager vq®ot TYPICAL TRENCH DETAIL W-270 v�®o THRUST BLOCK W-160 vP®o= THRUST BLOCK W-16rJ <Iry GT <Iry G't t/NG't THESE APPROVED CONSTRUCTION PLANS EXPIRE AFTER MONTHS FROM THE DATE C 1 1 SHOWN ABOVE OR UPON EXPIRATION OF PRELIMINARY PLAN OR SITE PLAN APPROVAL. ■ P.\WORK\PROJECTS\2025125HRM0194 2812 ARCH-ARLINGTON B&G\CE\DWG\PROJECT\C1.0 WATER PLAN.DWG 9/3/2025 i DEFERRED SUBMITTAL REQUEST Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 The undersigned has been issued a permit for construction prior to final approval of the following. The following items shall be considered deferred submittals and shall be submitted AND approved prior to installation. Property Address: 18513 59th Ave NE Arlington, Washington Parcel ID No.: 31052200103100 Project Name: Arlington Boys and Girls Club Sprinkler Room Project Description: Addition of fire sprinklers and a new 48SF fire sprinkler room for the existing Arlington B&G Club Primary Contact: ❑ Owner 0 Owner's Agent Owner Name: City of Arlington Office No.: Email Address: Cell No.: 4252522153 Mailing Address: 18204 59th Drive NE City: Arlington State: Wa Zip: 98223 Owner's Agent: Lydia Hansen Office No.: Email Address: lydia@2812architecture.com Cell No.: 4252522153 Mailing Address: 2812 Colby Ave City: Everett State: WA Zip- 98201 LIST ALL ITEMS PROPOSED TO BE DEFERRED ESTIMATED DATE OF SUBMITTAL ITEM: Fire Sprinkler DATE: TBD ITEM. Electrical DATE: TBD ITEM: Fire Alarm DATE: TBD ITEM: DATE: ITEM: DATE: ITEM: DATE: 1, ❑ Owner/El Owner's Agent, hereby assumes all risk,financially and otherwise,for any construction performed that may need to be removed if the deferred submittals listed above are not appropriate. 1 understand that certain inspections will NOT be performed until the submissions are accepted, reviewed and issued.I understand additional fees will be required based on the additional time spent for plan review. All deferred submittals must be submitted to the City of Arlington Community and Economic Development Department for review. Digitally signed by Lydia Hnsen Lydia Hansen Date:2025.09.161048:57a0700' Lydia Hansen 9.16.25 Signature Print Name Date SAVE PRINT REV03.2022 Permit#: 6715 Permit Date: 09/16/25 Permit Type: COMMERCIAL BUILDING Project Name: Arlington B&G Sprinkler Room Applicant Name: 2812 architecture/Lydia Hansen Applicant Address: 2812 Colby Ave Applicant, City, State,Everett Washington 98201 Zip: Contact: Lydia Hansen Phone: 4252522153 Email: Lydia@2812architecture.com Scope of Work: Addition of fire sprinklers and new 48SF fire sprinkler room for the exsiting Arlington B&G Club Valuation: 30000.00 Square Feet: 48 Number of Stories: I Construction Type: VB Occupancy Group: B; Business ID Code: Permit Issued: 11/07/2025 Permit Expires: 09/03/2026 Form Permit Type: COMMERCIAL BUILDING Status: COMPLETE Assigned To: Hannah Hardwick Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052200103100 18513 59TH AVE NE SEC 22 TWP 31 RGE ARLINGTON CITY 940 OPEN 05W1/2 NW1/4 NE1/4 OF SPACE/PARKS Contractors Contractor Primary Contact Phone Address Contractor Type License License# GAFFNEY 425-355-5500 8105 Broadway CONSTRUCTION UBI 600 173 764 CONSTRUCTION Avenue CONTRACTOR GAFFNEY 425-355-5500 8105 Broadway CONSTRUCTION Labor& GAFFNCI104K3 CONSTRUCTION Avenue CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 04/23/2026 FS07.FIRE Fire Alarm ok 04/23/2026 04/23/2026 Approved SPRINKLER FINAL 04/21/2026 C20.BUILDING 10:30am-same time as the 04/23/2026 04/24/2026 BUILDING Approved FINAL fire and civil inspection. Inspection was called in at 04/03/2026 C20.BUILDING 11:40 for same day so left a 04/06/2026 Approved FINAL message with Steve to call back. 03/20/2026 C 11.INSULATION 03/23/2026 03/23/2026 BUILDING Approved 03/03/2026 C09.FRAMING 03/04/2026 03/04/2026 BUILDING Approved 03/03/2026 C 11.INSULATION 03/04/2026 03/04/2026 BUILDING Approved 02/23/2026 C05.SHEARWALL 02/23/2026 02/23/2026 BUILDING Approved CO3. any questions call steve 02/10/2026 FOUNDATION/SLAB zaparto gaffney construction 02/11/2026 02/11/2026 BUILDING Approved at 425-508-0940 thank you Plan Reviews Date Review Type Description Assigned To Review Status 09/16/2025 COMMERCIAL AIRPORT In Review BUILDING COMMERCIAL Splash blocks not allowed must provide infiltration system Approved with 09/16/2025 BUILDING for all roof drains BUILDING Conditions COMMERCIAL Development Approved with 09/16/2025 BUILDING Will need utility permit for water/fire connection. Services Manager Conditions 09/16/2025 COMMERCIAL No land use concerns. PLANNING Approved BUILDING 09/16/2025 COMMERCIAL See uploaded memo PW-ADMIN-GIS Pending Corrections BUILDING 09/16/2025 COMMERCIAL No comments.SB PW-SEW-REV Approved BUILDING 09/16/2025 COMMERCIAL See uploaded memo,Gus PW-WAT-REV Pending Corrections BUILDING Fees Fee Description Notes Amount Building Plan Review Table 4-2 $430.59 Credit Card Service $12.92 Processing/Technology $25.00 Building Permit Table 4-1 $662.44 State Surcharge-Commercial Commercial Only $25.00 Credit Card Service $21.37 Total $1,177.32 Attached Letters Date Letter Description 11/07/2025 Building Permit 09/16/2025 Web Form-Building Application Payments Date Paid By Description Payment Type Accepted By Amount 09/16/2025 Adam Clark 243188951 Hannah Hardwick $12.92 09/16/2025 XBP Con£ $430.59 243188951 11/07/2025 Adam Clark cc LaNay Hendrick $21.37 11/07/2025 XBP Conf: $712.44 248212630 Outstanding Balance $0.00 Notes Date Note Created By: 09/16/2025 contractor needs to add COA to UBI Hannah Hardwick 09/16/2025 emailed applicant for plan review fee payment and for the COA Hannah Hardwick Uploaded Files Date File Name 11/07/2025 29350739-20250916 BLD6715 Approved Arch Plans.pdf 11/07/2025 29350732-2025 BLD6715 Issued Permit.pdf 11/07/2025 29344652-10-20-2025 Email with Conditions and Comments.pdf 09/29/2025 28493297-2025-09-23 B&G Club 6715 lst Rev.pdf 09/16/2025 lf8ebc803lbl32b241853ac37137d254 12641649-deferred submital.pdf 09/16/2025 Odd46af40e2f3593c8eb82bed234c613 arlington b g civil fire service.pdf 09/16/2025 daf64c3la570ced2543fc52a796c8ad5 arlington b g club building plans 9.16.2025.pdf 09/16/2025 66b654fdd32667a5482ffce5fd54ac84 arlington commercial tenant improvement apnlication.pdf