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20215 67th Ave Ne_BLD5760_2026
CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT Wr 20215 67TH AVE NE Permit#:5760 Parcel#:31051400203900 PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Scope of Work:install plumbing UG,RI and Trim for two new toilets Valuation:18900.00 - APPLICANT CONTRACTOR GAYTEWAY BUSINESS PARK,LLC Regional Mechanical REGIONAL MECHANICAL LLC P.O.BOX 1727 3502 Creswell Rd 3502 CRESWELL RD BELLEVUE,WA 98009 Snohomish,Wa,98290 SNOHOMISH,WA 98290 4252991266 425-299-1266 LIC:604 436 412 EXP:04/30/2024 LIC:REGIOML794PK EXP:10/08/2025 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL PLUMBING CODE YEAR: 2018 STORIES: I CONST.TYPE: ll1B DWELLING UNITS: OCC GROUP: S-2;Storage Low Hazard 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.IBC110/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. G �„ �� 01/09/2024 c% - ���%�� 01/09/2024 Applicant Signature Date Building Official Date CONDITIONS Approved job copy shall be onsite for inspections.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 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 01/09/2024 Plumbing Commercial Plan Rexiew $297.67 01/09/2024 Processing/Technology $25.00 01/09/2024 Hose Bib $30.00 01/09/2024 IGtchen Sink&Disposal $30.00 01/09/2024 Lavatory $30.00 01/09/2024 Plumbing Base $25.00 01/09/2024 Water Heater(Tank) $25.00 01/09/2024 Credit Card Service $8.93 01/09/2024 Credit Card Service $4.95 Total Due: $476.55 Total Payment: $476.55 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 /jtp/►�,ajL LUCERNE TM �'taivaita/ WALL-HUNG LAVATORY VITREOUS CHINA ® BARRIER FREE LUCERNETM WALL-HUNG LAVATORY • Wall-hung sink • Vitreous china • Front overflow ' • D-shaped bowl • Self-draining deck area with contoured ' - back and side splash shields • Faucet ledge • Compliant with Texas accessibility standard (TAS) for children age group 13 and up Faucet holes on 203mm (8") centers (Illus.): ❑ 0356.028 For exposed bracket support Shown with 4801.862 Amarilis Heritage faucet with Triune Cross handles (not included) ❑ 0356.015 For wall hanger(included) or concealed arms support ❑ 0356.915 For wall hanger (included) or 0356.028 concealed arms support • Less overflow Faucet holes on 102mm (4") centers: ❑ 0355.027 For exposed bracket support ❑ 0355.012 For wall hanger(included) or concealed arms support ❑ 0355.912 For wall hanger (included) or concealed arms support • Less overflow Single center faucet hole (Illus.): ❑ 0356.041 For exposed bracket support Shown with 1340.000 metering faucet (not included) ❑ 0356.421 For wall hanger(included) or concealed arms support ❑ 0356.921 For wall hanger (included) or concealed arms support • Less overflow 0356.041 ❑ 0356.439 For wall hanger (included) or concealed arms support SEE FOLLOWING PAGES FOR ROUGHING-IN DIMENSIONS •Single faucet hole on right ❑ 0356.066 For exposed bracket support •Single faucet hole on right To Be Specified: ❑ Color: ❑White Nominal Dimensions: ❑ Faucet*: 521 x 464mm ❑ Faucet Finish: (20-1/2" x 18-1/4") ❑ Supplies: Bowl sizes: ❑ 1-1/4"Trap: 381mm (15") wide ❑ Nipple: 254mm (10") front to back ❑ Bracket Support(by others): 165mm (6-1/2") deep ❑ Concealed Arms Support(by others): Compliance Certifications - Meets or Exceeds the Following Specifications: • AS ME Al l2.19.2/CSA B45.1 for Vitreous See faucet section for additional models available China Fixtures MEETS THE AMERICANS WITH DISABILITIES ACT GUIDE- ® LINES AND ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES-CHECK LOCAL CODES. Top of front rim mounted 864mm(34")from finished floor. M37 C 2016 AS America Inc. spec_0355-0356 Lucerne WallHung Lays Rev.A 8/16 LUCERNE TM S� WALL-HUNG LAVATORY VITREOUS CHINA ® BARRIER FREE 0356.028 8" CTRS FOR EXPOSED BRACKET SUPPORT 0355.027 4"CTRS FOR EXPOSED BRACKET SUPPORT 0356.015 8" CTRS FOR WALL HANGER 0355.012 4"CTRS FOR WALL HANGER OR OR CONCEALED ARMS CONCEALED ARMS 0356.915 LESS OVERFLOW 0355.912 LESS OVERFLOW t 86mm 86mm 102mm (3-3/8') 102mm (3-3/8") FINISHED (4") 0 FINISHED(4") FINISHED WALL 203mm WALL 203mm WALL 152mm 152mm 464mm 102mm 464mm 152 mm 203mm (18-1/4") (q) (18-114") 152mm I I I I emm 8mm (6)25mm (5/16") (6)25mm (1')DIA. (1")DIA. ACCESS ACCESS 13mm HOLES 13mm HOLES FOR (1/2") (1/2') CONC.ARMS 521mm FOR 521mm (20-1/2") CONC. (20-1/2") ARMS 425mm 425mm (16-3/4") (16-3/4") 267mm 267mm (10-1/2') 54mm(2-1/8")DIA. (10-1/2')� 114mm HOLES FOR 114mm (4-1/2") CONCEALED ARMS (4-1/2') 54mm(2-1/8")DIA. 102mm 44mm 25mm 102 m 4-3/4 HOLES FOR (1 3/4") (1-3/4') CONCEALED ARMS (4") (1') i^1 /l�I (4") 25mm �1 /� +- -+ +IV 1" -+- +I 79mm 1 �I 79mm /mil 7 (3-1/8") ______� ♦ *298mm (3-18") ♦ --+--J 206mm (11 i (8-1/8") 38mm 0 38mm 10mm(3/8') 10mm (18m. DIA.ANCHOR *286mm (1'1/2') E 3/8')) (11-1/4') DIA. HOLEES c? SCREW HOLES *352mm SCREW HOLES E S-9 HANGER 2le)m (13-7/8') S-9 HANGER 20 e Im *.- N 27mm X 14mm ♦ ♦ 27mm x 14mm ♦ ♦ + m (1-1/16"x 5/16")SLOTS /j /// SLOTS SUPPLIES) / SUPPLIESf� 1 Vy AS REQUIRED J// 787mm(31') AS REQUIRED E E 1-1/4"O.D.WASTE 864mm(34") 1-1/4'O.D.WASTE 1-1/4"O.D.WASTE 1-1/4"O.D.WASTE OUTLET FOR OUTLET FOR OUTLET FOR OUTLET FOR FINISHED FINISHED DRAIN PLUG POP-UP DRAIN f FLOOR 1® DRAIN PLUG POP-UP DRAIN f FLOOR 1 T7 18-1/4" FINISHED 18-1/4" FINISHED (464mm) WALL (464mm) r WALL 8"MIN. 8"MIN. 34" - (203mm) 34" (203mm) (864mm) (864mm) 27"MIN. 27"MIN. (686mm) (686mm) 6"MAX. _ 6"MAX. (152mm) (152mm) BARRIER FREE 9"MIN. ,BARRIER FREE 9„MIN. CLEARANCE (229mm) CLEARANCE (229mm) 11" 11" (279mm) (279mm)� NOTES: *DIMENSIONS SHOWN FOR LOCATION OF SUPPLIES AND"P"TRAP ARE SUGGESTED. PROVIDE SUITABLE REINFORCEMENT FOR ALL WALL SUPPORTS. FITTINGS NOT INCLUDED AND MUST BE ORDERED SEPARATELY. CONCEALED ARM SUPPORT AS REQUIRED TO BE FURNISHED BY OTHERS. IMPORTANT: Dimensions of fixtures are nominal and may vary within the range of tolerances established by ANSI Standard Al12.19.2.These measurements are subject to change or cancellation.No responsibility is assumed for use of superseded or voided pages. FLAVATORY DESIGNED TO MEET ADA HANDICAPPED GUIDELINES WITH MOUNTING HEIGHT SET AT 864MM(34")ABOVE FINISHED FLOOR. M38 ©2016 AS America Inc. PART OF l I X I` spec_0355-0356 Lucerne WallHung Lays Rev.A 8/16 LUCERNE TM 54t7 ; / WALL-HUNG LAVATORY VITREOUS CHINA ® BARRIER FREE 0356.041 SINGLE CENTER HOLE FOR EXPOSED 0356.439 SINGLE CENTER HOLE ON RIGHT FOR WALL BRACKET SUPPORT HANGER OR CONCEALED ARMS 0356.421 SINGLE CENTER HOLE FOR WALL 0356.066 SINGLE CENTER HOLE ON RIGHT FOR HANGER OR CONCEALED ARMS EXPOSED BRACKET SUPPORT 0356.921 LESS OVERFLOW 44(1-3/4")DIA. 251m(1-3/8')DIA. 349mm 35mm(1-3/8')DIA. STD.OUTLET PUNCHING (13-3/4•) PUNCHING 102mm 86mm (4.) (3-3/8") 114mm 86mm (4-1/2') (3-3/8") FINISHED 203mm WALL (8�) FINISHED 203mm 15(6") WALL (6) 13mm x 51mm BRACKET (1/2"x T)SLOTS 464mm 44mm(1-3/4")DIA. 464mm STD.OUTLET (18-1/4') 152mm (6„) 102mm 25mm(1')DIA. i (4)i HOLES Bmm 57mm Bmm (6)25mm(1")DIA. ACCESS HOLES } 1 FOR CONC.ARMS 13mm (1/2•) 425mm (16-3/4') 13mm 521 mm (112") (20-1/2") 521 mm (20-1/2') 425mm 425mm (16-3/4') (16-3/4') 7267mm 267mm 10-1/2') (10-1/2')~ 114mm 14mm (4-1/2") 4-1/2') 54mm(2-1/8")DIA. 54mm(2-1/8")DIA. HOLES FOR 102mm 44mm 25mm I HOLES FOR 102mm 44mm CONCEALED ARMS (4") (1-3/4") CONCEALED ARMS 25mm - - + + + + 0") I+ +`Fig + +I 79mm �- II i�l } (3.1/8") --1-_1 / / (391/8") 206mm 206mm 382 10mm(3/8") I 38mm J 10mm(3/8") (1-1/2") DIA.ANCHOR 787mm(31') (1-1/2") DIA.ANCHOR 787mm(31') SCREW HOLES 864mm(34') SCREW HOLES ®864mm(34') S-9 HANGER S-9 HANGER 27mm X 14mm FINISHED ® FINISHED (1-1/16'x 5/16")SLOTS FLOOR 27mm X 14mm f FLOOR (1-1/16"x 5/16')SLOTS T7 18-1/4" FINISHED 18-1/4" FINISHED (464mm) WALL (464mm) WALL 8" MIN. 8"MIN. 34" (203 m m) 34" (203 m m) (864mm) (864mm) 27"MIN. 27"MIN. (686mm) (686mm) 6" MAX. 6"MAX. (152mm) (152mm) BARRIER FREE 9, MIN. BARRIER FREE'*.,'.- MIN. CLEARANCE (229mm) CLEARANCE (229mm) 11" 11" (279mm) (279mm) NOTES: *DIMENSIONS SHOWN FOR LOCATION OF SUPPLIES AND"P"TRAP ARE SUGGESTED. PROVIDE SUITABLE REINFORCEMENT FOR ALL WALL SUPPORTS. FITTINGS NOT INCLUDED AND MUST BE ORDERED SEPARATELY. CONCEALED ARM SUPPORT AS REQUIRED TO BE FURNISHED BY OTHERS. IMPORTANT: Dimensions of fixtures are nominal and may vary within the range of tolerances established by ANSI Standard At12.19.2.These measurements are subject to change or cancellation.No responsibility is assumed for use of superseded or voided pages. ❑LAVATORY DESIGNED TO MEET ADA HANDICAPPED GUIDELINES WITH MOUNTING HEIGHT (� SET AT 864MM(34")ABOVE FINISHED FLOOR. M39 ©2016 AS America Inc. PART OF L I X I L spec_0355-0356 Lucerne WallHung Lays Rev.A 8/16 COMMERCIAL PLUMBING APPLICATION Community&Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone (360) 403-3551 WHEN is a PLUMBING PERMIT REQUIRED? The City of Arlington requires a plumbing permit before a plumbing system or fixture is installed, altered, or remodeled. This includes commercial, tenant improvements, multi-family buildings, roof drains, and overflows, medical gas systems, commercial kitchens, grease traps and interceptors, sumps and cross connection backflow devices. The City of Arlington does not require a permit to stop leaks or clear stoppages,unless the piping is repaired,altered or replaced. SUBMIT ELECTRONIC FILES AND TWO (2) COPIES OF THE FOLLOWING FOR PLAN REVIEW: ❑ Plumbing plans or drawings. (Minin►um plan size is 18"X 24"scale,1/"scale for details.) ❑ Fixture specifications and equipment(cut sheets)with locations. ❑ Location and type of all backflow assemblies for each fixture. IN ADDITION TO ABOVE,SUBMIT TWO(2) COPIES OF THE FOLLOWING,IF APPLICABLE TO YOUR PROJECT: ❑ Calculations for Grease Interceptor. ❑ Pipe size and location of sanitary and potable water systems. ❑ Riser diagram of waste,vent,and rain water systems,including sizes. ❑ Medical gas piping riser diagram,type of gas,storage room and size of piping. Type of Permit: (1 New Installation ® Addition/Alteration/Repair ❑ Industrial Property Address: 20015 67th Ave N E Project Valuation: 18,900 Lot#: 3 Parcel ID No.: Preferred Contact: D Owner ;?Contractor Project Description: Install two (2) toilet rooms within structure. Plumbing ground work, rough in, and set Owner Name: Gayteway Construction Company Office No.: 425 455 6785 Email Address: Jennifer@ gaytewayconstruction.com Cell No.: Mailing Address: PO Box 1727 City: Bellevue state: WA _ Zip: 98009 Contractor Name. Mechanical Office No.: 425 299 1266 Email Address: Coreyregional@comcast.net Cell No.: 3502 Creswell Rd City- Snohomish state: WA Zip: 98290 Mailing Address: t3' L&.I Contractor License Number: REGIOM L794P K Expiration Date: 10/08/2023 REV1.2020 Page 1 of 3 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 er Fixture Subtotal _ Additional Plan Review fees x $75.00 = Alteration/repair piping x $15.00 = BackflowAssenibl L 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 2 x $15.00 = '30.00 Icemaker Refri erator x $15.00 = Irrigation-per meter x $25.00 = Kitchen Sink& Disposal x $15.00 = Laundry Tray x $15.00 = Lavatoty 2 x $15.00 = 30.00 _ Med Gas Pi in <_ 5 inlets outlets x $60.00 = Med Gas Piping> 5 inlets/outlets(plus 15 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. x $ 15.00 = Toilets 2 x $15.00 = 30.00 Urinal _ _ x $15.00 _�------._-- _Vac_uum Breakers x $25.00 Water Heater _ 1 x $25.00 25.00 Water Heater-Tankless x $25.00 = Permit Fee 140.00 Table 4-6; Plan Review Fee Processing/Technology Fee $25.00 Total 165.00 RL'V1.2020 Page 2 of3 PROPOSED BUILDING USE ❑ New ❑ Restaurant ❑ Automotive Based ❑ Addition/Alteration ❑ Office ❑ Machine Shop ❑ Industrial ❑ Medical ❑ Other: CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply. ❑ Ice Machine ❑ Dialysis Equip. ❑ Airwashers ❑ Coffee Urn/Espresso ❑ Hydrotherapy Equip. ❑ Steam Generators ® Carbonated Bev. ❑ Dental Equip. ❑ Dye Vats ❑ Fume Hoods ❑ Laboratory Equip. ❑ Pressure Washers ❑ Degreasers ❑ AutocIave/Sterilizers ❑ Cooling Towers ❑ Hot Tub/Spa ❑ Decorative Fountain ❑ Fire Sprinkler ❑ Aquarium ❑ Swimming Pools ❑ Sprinklerw/chemicals ❑ Lawn Irrigation ❑ Well on property ❑ Other: WASTEWATER DISCHARGE Does the plumbing system currently have a grease ® Yes [,� No ❑ Don't Know interceptor? Does the plumbing system currently have an oil/water ® Yes No ❑ Don't Know separator? Is water used in the business process(washing,rinsing, ® Yes No ❑ Don't Know cooling)? Does your business require a NPDES permit? ❑ Yes ❑ 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,miles and regulation of the State of Washington. C , Uj Corey Watson 9/2/2022 Signature Print Name Date FOR STAFF USE ONLY PERMIT# ACCEPTED BY: DATESTAMP Page 3 of 12EV1.2020 SYMBOL LEGEND GENERAL NOTES AGENCY NOTES INDEX TO DRAWINGS I' 1 ARCHITECTOF RECORD:DAVID SOYA,HAS OR WILL RIFAMAND COORDINATE ALL SUBMITTALS AND DOCUMENTS PROJECT DESCRIPTION: VANILLA IMPROVEMENTS TO EXISTING BUILDING TO AO.1 COVER SHEET PREPARED BY OTHERS INCLUDING ANY DEFERRED SUBMITTALS FOR COMPATIBILITY WITH THE DESIGN INTENT. MAKE THE SPACE MORE ATTRACTIVE TO POTENTIAL SECTION SYMBOL J AX.X i 1 11 -DOOR NUMBER,SEE DOOR SCHEDULE 2 ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND AS REQUIRED BY THE CURRENT EDITION OF THE BUILDING CODE TENANTS C1 COVER SHEET 3 ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION CONTAINED IN DOCUMENTS AND/OR SUBMITTALS SUPPLIED BY OTHERS, PROJECT ADDRESS: GAYTEWAY BUSINESS PARK C2 SITE PLAN A r c h i t e c t X ELEVATION SYMBOL OFFICES--ROOM NAME 4 EACHCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK SHOULD A DISCRE LOT3 AXX 101 -ROOM NUMBER PANCYAPPEARIN HE SPECIFICATIONS OR DRANNGS,ORIN THE MRK DONE BY OTHERS FROM TH CONTRACTDOC- 20015 67TH AVE NE C3 TESC PLAN David Sova UMENTSTHATAFFECTANYWORKNOTIFYTHEARCHITECTAT ONCE FOR INSTRUCTIONS ON HOWTO PROCEED.IF THE - 1 CONTRACTOR PROCEEDS NTH THE WORKAFFECTED WITHOUT INSTRUCTIONS FROM THE ARCHITECT,THE CONTRACTOR ARLINGTON,WA 98223 AA SHALL MAKE GOODANV RESULTING DAMAGE OR DEFECT TO THE SATISFACTION OF THE ARCHITECTSHOULDACON- CY GRADING PLAN cOYE BASE MATERWLTYPE FDCT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS,OR MERE DETAIL REFERENCES ON CONTRACT DRAWINGS X INTERIOR ELEVATION HAVE BEEN OMITTED,THE CONTRACTOR IS DEEMED TO HAVE ESTIMATED THE MOST EXPENSIVE MATERIALS AND CON- 4 qX.X 2 CB-1 --TAG NUMBER STRUCTION METHOD INVOLVED,UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED NMICH DES- TAX PARCEL#: 31051400200700 G B CRIBESAN ALTERNATE METHOD ANWORMATERNLS. CJ DRAINAGE&UTILITY PLAN w w w.d s d a a.c o m 5 EACH CONTRACT OR SHALL CONFINE HIS OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER.THE MIRK LEGAL DESCRIPTION: .SECTION 14,TOWNSHIP 31,RANGE 05 QUARTER NW C I SHALLBEDONEIN ACCORDANCE WITH APPLICABLE LAWS,LOCAL ORDINANCES,PERMITS AND THE CONTRACT DOCU- CU TESC DETAILS X DETAIL SYMBOL IIHyI�,'�I FIRE EXTINGUISHER,SURFACE MENTS.THE JOB SITE SHALL BE MAINTAINED IN A CLEAN,ORDERLY CONDITION FREE OF DEBRIS AND UTTER,AND MOUNTED SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT.EACH CONTRACTOR DURING AND BUILDING CODE: 2018IBC,IPC,IEC,IMC IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH AND DEBRIS AS A RESULT C7 CONSTRUCTION DETAILS OF HIS OPERATION. © REVISION SYMBOL a ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DE- LANDSCAPE PLAN ZONING GENERAL INDUSTRIAL(GI)AIRPORT PROTECTION FIRE EXTINGUISHER,IN RECESSED TERIORATION UNTIL USE.FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF MIRK DISTRICT,SUB-DISTRICT'C' F.E.C. CABINET (t REFERENCE SYMBOL. 7 EACH CONTRACTORTRACTOR SHALL TOGETHER PROPERLY HALLNOOR PATCHING AN HIS MRK MY MAY BEREQUREG TOMAKE VA -ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOT ENDANGER ANV OTHER WORK BY CUTTING,EXCAVATING LANDSCAPE NOTES&DETAILS OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT.ALL PATCHING,REPAIRING AND REPLACING OF MAT- CONSTRUCTION TYPE: Ill-B ERIALS AND SURFACES,CUT OR DAMAGED IN EXECUTION OF NARK SHALL BE DONE NTH APPLICABLE MATERIALS SO THAT THE SURFACES REPLACED,UPON COMPLETION,MATCH SURROUNDING SIMILAR SURFACES. A1.O EXISTING FLOOR PLAN SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC a NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SIM BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT.ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE SPRINKLER SYSTEM IN ACCORDANCE WITH 2O18 IBC A1.1 FLOOR PLAN/EXIT PLAN WITH APPROVED SHOP DRAWINGS AND SAMPLES. - SECTION 90'.3..3.1.1 s DIMENSIONS: A1.1.1 REFLECTED CEILING PLAN A ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAVANG SCALE. B. CEILING HEIGHT DIMENSIONS ARE FROM FINISH FLOOR SLAB TO FINISH FACE OF CEILING. OCCUPANT TYPE: S-2 LOW HAZARD STORAGE 10 PROVIDE BLOCKING FOR WALL MOUNTED FIXTURES,ACCESSORIES AND EQUIPMENT A2.O INTERIOR ELEVATIONS 11 ALL OPEN JOINTS AND PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED TABLE 508.4 NO SEPARATIONS A3.0 EXTERIOR ELEVATIONS 13 MAXIMUM la'RISE BETWEEN TOP OF THRESHOLD AND ADJACENT FINISHED FLOOR.CHANGE IN LEVEL BETWEEN IN. AND ill"SHALL BE BEVELED WITH A SLOPE NOGREATER THAN 1:2. TABLE 1004.1.2 OCCUPANTLOAD: 14 ALL DOORS SHALL BE PROVIDED WITH LEVER HARDWAREOPENABLEWTHA SINGLE EFFORT. WAREHOUSE t7,670.SF/500SF= 15 A4.0 WALL DETAILS 15 ALL LEGAL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE W THOUT THE USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT.EXIT SIGNS SHALL BE PROVIDED AT ALL EXITS AS REQUIRED BY CODE.ALL DOOR SWINGS SERVING AN OCCU- TABLE 1006.2.1 S2 OCCUPANCIES WITH ONE EXIT: - PANT LOAD OF50OR GREATER SHALL SWINGIN THE DIRECTION OFEXIT. MAXIMUM OCCUPANT LOAD=29 (ACTUAL IS 15) 15 ADJUST DOOR CLOSERS AT EXTERIOR DOORS TO B.S LBS.OF PRESSURE,AT INTERIOR DOORS To 5 LBS.OF PRESSURE, MAX COMMON PATH OF EGRESS TRAVEL=100' AND FIRE RATED DOORS TO 15 LBS.OF PRESSURE. 17 PROVIDE SIGN OVER MAIN ENTRY DOOR WHICH RFADS'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS' TABLE 1006.3.2(2) N/A(ONE FLOOR WITH LETTERS NOT LESS THAN T'HIGH ON CONTRASTING BACKGROUND. 18 DOOR OPENING FORCE:W LBS.MAX.APPLIED TO IATCH SIDE.. TABLE 1007.1.1 N/A 19ALL NEW GYP BOARD WALLB SHALL RECEIVE LEVEL SURFACE AND PAINT FINISH,U.N.O. 20 ALL INTERIOR MATERIALS AND FINISHES SHALL BE A MINIMUM CLASS III FLAME SPREAD TABLE 1017.2 MAX EXIT ACCESS TRAVEL DISTANCE: " 21 PROVIDE FIRE EXTINGUISHERS PER CODE(EVERY 75'41 AND FIRE MARSHALL'SINSTRUCTIONS S-2 OCCUPANCY 400' 22 ALL PIPING SHALL BE IN MALLS OR FURRED CEILING SPACES UNLESS NOTED OTHERWISE. 23 VERIFY ALL THERMOSTAT AND ELECTRICAL PANEL LOCATIONS WITH ARCHITECT OR TENANT PRIOR TO FINAL INSTALLATION 24 ALL LIGHT FIXTURES&BALLASTS SHALL BE ENERGY SAVING TYPE. 25 WHEN OUTLETS AND JUNCTION BOXES ARE INDICATED ON OPPOSITE SIDES OF A WALL.THEY SHALL BE SEPARATED BY A MINIMUM OF ONE STUD. PROJECT TEAM OWNER: CONTRACTOR: GAYTEWAY BUSINESS PARK LLC PATTISON GENERAL CONTRACTOR PO BOX 1727 15235-NE 90TH STREET BUILDING'U' rt. , A PERMIT SET r" s�yset kE ` ' '' PHONE. N ' ANDY REDMO 98052 - _.', N o ';' 't PHONE: 206.851.9551 1N0 rt PHONE: E : E,WA 8 - , TENANT: FAX: 425.497.8223 Sa uamtsh Vafl zoom seNE tili o 9 1 , EMAIL:MUSUT NONE andyf@paftisongc .com w" it EMAIM — .-.- 204th, St NE STRUCTURAL ENGINEER: - . CONTACT: BTL ENGINEERING — —— r P� .._l e PHONE: A ' '_' EMAIL: 19011 WOOD-SNO ROAD NE r ejK Safeway u - - °� z` °jage Cce SUITE 100 - � a' "OO 101d S p ,._� Tg. �__ ARCHITECT: WOODINV LE WA 98072 -- �1tt,Y�JU'in ra C fill a k � tots t `'' m 4 DAVID SOVA CONTACT LBRIAN LAMPE SE PE Q oM1en1 Ds K.OWtlDER CORRECTION LETTER nN 20 y r -< • tPIxN r' - Z No _ A,Mm Deec�IfMOn I .. ';�-t ,''=" < 16915 SE 272nd STREET EMAIL: ba nlam8e btlen net 7204th SfNE�`; .. .. 204th S[NE` I '"" u - 48 zoom PI NE "%A St NE ' SUITE 100-180 p C� 9 st, P ;ton Cemetery 4 =t� .O COVINGTON,WA 98042 20015 67th c' ,- = CONTACT: DAVID SOYA AIA CIVIL ENGINEER&LANDSCAPE ARCHITECT: �40e :;, r -i t;e ✓' �. b O ' ..a REGISTERED w AV6t1Ue Northeast D ; h #' d ''°s T PHONE: 206.617.9010 BARGHAUSEN CONSULTING ENGINEERS ITECT M�:99th St NE MAIL. davl @ daa 18215 72nd AVENUE SOUTH A s' C E d ds com q tsem a� KENT,WA 98032 a �nwr Aerospace AMT D vIn SGVA P w <t< � CONTACT: JASON CAREY STA L WASHY GTON n 20tstStNE e e <: Twth St NE"�` a ILI—/1 PHONE: 425-656-7450 'f'P" 9Tt...... PROJECT �� S '� ,. EMAIL: jcarey@barghausen.com � '_' r IfiY, a T,r �i E LOCATION � . cDRyTlehc©zozo David soya Aw 1991h ST �s raE /1 Qa DIFFERED SUBMITTALS 95 w y Business Park " ,, O R 1 N W t1OIN Gayte a 0ounty Recycling w a��� CITY ,aft - 1T Lot 3 SferStatiOn z B$B Fabricators / s° MECHANICAL PERMIT DIFFERED e gPp� VFE1 < i 20015 67th Ave NE 1 �, ELECTRICAL PERMIT DIFFERED n^rE ��� " Arlington, WA 98223 Poop 2 -i `-` PLUMBING PERMIT DIFFERED uti .;TOR FIRE SPRINKLER PERMIT DIFFERED OFFICE COPY Cover Sheet Recelve(A AUG 242021 Scale:As Noted 6t�b' ?r19 NORTH NORTH Drown by: a N.m VICINITY PLAN 15 LOCATION MAP DS 10/23P2O e 14 SCALE:NOT TO SCALE SCALE:NOT TO SCALE Chet by: 11141111. AO.1 I-of-sheets GENERAL SITE NOTES: N CIVIL COVER SHEET 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY *� STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. GAYTEWAY BUSINESS PARK-LOT 3 � ..� U LIJ 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 14, TWP. 31 N., RGE 5 EAST, W.M. U) CITY OF ARLINGTON, SNOHOMISH COUNTY, STATE OF WASHINGTON PROJECT SITE LL 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING O UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT UTILITY NOTES; LLI GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL LLI 0 UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP.ALL m e ;I _ > W VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. BARGHAUSEN CONSULTING ENGINEERS, INC.ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR 2. POWER CABLE, FIBER OPTICS,AND TELEPHONE LINES SHALL BE IN A 6 a0 RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC.,TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER r."N°i °M +1°""" LU � UNDERGROUND UTILITIES. � � °°"' �' 0 20' 40' 80' 3. ADJUST ALL MANHOLE, CATCH BASIN, AND VALVE RIMS AND LIDS TO � Z = (� 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS GRADE IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT O J 1- ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE PAVING. °"m"tl0'"D a LL CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, SCALE:1"=40' C) IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO _J - Z THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL VICINITY MAP CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS SITE INFORMATION A�Ti $ CO DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. I SITE AREA: 53 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO f PROJECT AREA: 68,258 (1.57 AC) Z CONSTRUCTION. NC3733#2B&DO' ' EXISTING SURFACE AREAS. & LL _ I r ------ TOTAL IMPERVIOUS: 43,882 SF (1.01 AC) Q 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. '-'*--"°---«-- .-X I I TOTAL PERVIOUS/LANDSCAPE AREA: 24,376 SF(0.56 AC) INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE ; -`-`--"-*-* - --3a Z THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL ___________`---"-------'-'-------- ' PROPOSED SURFACE AREAS 45 CONSTRUCTION. TOTAL IMPERVIOUS: 45,736 SF(1.05 AC) CL - TOTAL PERVIOUS/LANDSCAPE AREA: 22,522 SF (0.52 AC) z° 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE-CONSTRUCTION MEETING(S). CONTRACTOR I ii ill ri SHALL PROVIDE ONE WEEK MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF UII/I I PRE-CONSTRUCTION MEETINGS. 141II I GEOTECH ARCHITECT ,AI SONDERGAARD GEOSCIENCE, PLLC NELSON, U.C. CIVIL SHEET INDEX U) CD I III 13012 65TH AVE SE 1200 FIFTH AVE, SUITE 1300 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA 0/1 SNOHOMISH, WASHINGTON 98296 SEATTLE, WA 98101 SHEET W CD STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING Irilri�r NUMBER SHEET TITLE � IIIIIII I CONTACT: JON N. SONDERGAARD PHONE: (206) 408-8500 Z 00 PROCEDURES.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS"REQUIRED TO III I I I CONTACT: MARK EVANS 01 CIVIL COVER SHEET MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA,AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION (n U N FOR EXCAVATION AND/OR TRENCHING PROCEDURES. I li'li i # r OWNER/APPLICANT C3 SITE PLAN m J EX, BUILDING IIIII 1 IIIIIII GAYTEWAY BUSINESS PARK, LLC. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE 1 pllll I Q PO BOX 1727 C4 GRADING PLAN Y x EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH,AND SAFETY OF THE �iji�j j u I BELLEVUE, WA 98009 C5 DRAINAGE AND UTILITY PLAN Q LL.I PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE II�Iif PHONE: (206) 465-2491 Q m CONTRACTOR.ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW - IIIIIII _ ' CONTACT: CHRIS GAYTE C6 TESC DETAILS � d O SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 141II I I,., W IIII I I C7 CONSTRUCTION DETAILS LU LLJ 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC D PRIVATE l�I jI�'i' I. I ENGINEER/SURVEYOR/LANDSC AN APE a PROPERTIES AT ALL TIMES DURING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION Q t1_I I BARGHAUSEN CONSULTING ENGENGINEERS < J OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER I j full 14 II aQ 18215 72nd AVE. SOUTH 1 KENT, WASHINGTON 98032 0 coSHOWN OR NOT SHOWN ON THE PLANS. I I i�ii��l f PHONE: (425) 251-6222 -- 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN L j 'i/i'il ., CONTACT: JASON CAREY/OWEN B HILLE, P.L.S./TOM ROBERTSLL PROGRESS. ONE (1) SET WITH RECORDS OF AS-BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN '-I �jljli CONSULTING ENGINEERS, INC.AT COMPLETION OF PROJECT.12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL III 1 NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY I BARGHAUSEN CONSULTING ENGINEERS, INC. 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS INC., PRIOR TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK,A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS I I I SITE PLAN NOTE NAL EW' BY BARGHAUSEN CONSULTING ENGINEERS, INC UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC HAS GIVEN A �ss7 O FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. SITE PLAN HAS BEEN PROVIDED BY NELSON LLC. GEOTECHNICAL REPORT NOTES PROJECT INFO BARGHAUSEN CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY OF THE SITE PLAN. 08 13 2021 1. THE FOLLOWING GEOTECHNICAL REPORT WAS PREPARED FOR THE SITE: NAD83/91 BASIS OF BEARING - GRADING AND EROSION CONTROL NOTES PER A LINE CALCULATED FROM A 2.5"BRASS DISK, LOCATED AT THE g SOILS REPORTS: GEOTECHNICAL ENGINEERING STUDY INTERSECTION OF 67TH AVENUE NE AND 204TH STREET NE, aEINc HORIZONTAL CONTROL NOTE: :I 1. THE EROSION PREVENTION AND SEDIMENT CONTROL(ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM PROJECT NUMBER: J-0045 KNOWN AS THE NORTHWEST CORNER OF SECTION 14,T31N, R05E,W.M. CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS REQUIREMENTS. DATE: FEBRUARY 9TH, 20182.5" 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION AND SNOHOMISH THE W COUNTY ER CO 7 (WCCS SECTION AND A BEING IP WITH AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED ADDENDUM: SOIL INFILTRATION RATE LEAD AT THE WEST QUARTER CORNER OF SECTION 14, BEING KNOWN A FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS jt2 ENTRANCE,AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES.3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL PROJECT NUMBER: J-0045 SNOHOMISH COUNTY POINT 3105L17 (WCCS 3334). BEARING HELD USING COORDINATE GEOMETRY(RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES DATE: OCTOBER 30, 2020 BETWEEN THESE TWO MONUMENT WAS S02'00'48"W PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC., ACCORDING TO THE ESC PLAN. PREPARED BY: SONDERGAARD GEOSCIENCE, PLLC � REFLECTING ANY ISSUED PLAN REVISIONS. BARGHIAUSEN CONSULTING ENGINEERS SHALL 8 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS 20015 67TH AVE NE,ARLINGTON, WA 98223-8756 IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. S o 6 COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 2. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF FLOODIFORMATIM DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB,AND PAVING CONSTRUCTION. THE SUBJECT PROPERTY LIES WITHIN FLOOD ZONE X, AREAS DETERMINED 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT TO BE OUTSIDE OF THE 500-YEAR FLOODPLAIN AS SHOWN ON MAP UTILITY CONFLICT NOTE ci 0 DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE NUMBER 53061CO392 F, DATED JUNE 19, 2020. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION,AND DEPTH u THE CONTRACTOR SHALL: ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE t/l A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. ATTENTION OF BARGHAUSEN ENGINEERS. >r 4)B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. TAX FARCE � UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. vl APN: 310514002000200700 THIS SHALL INCLUDE CALLING UTILITY LOCATE 0811 AND THEN POTHOLING ALL OF THE O L C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WEI SEASON (OCTOBER 1 4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE a EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER C O THROUGH APRIL 30). MULCH ALL SEEDED AREAS. THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE l� OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE 21 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS SEE SURVEY FOR LEGAL DESCRIPTION. BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF tm m THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTINGPROP C 7 a S. DURING HE HERE SUCH LIFE OF THE RILITIES OJECT,ATHELOCATED. SOILS P RM117EE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, ENGINEER.ESTITM TION AND CONTRACTORT THE SHALLWORK WAS PERFORMED TO THE MAKE ALL PROVISIONS FOR SOILS IISFACTION NSPECTIIONSFATHE Know what's below. ENGINEERS, INC,TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. � � 'CN O M RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES,VEGETATION, EROSION AND RECOMMENDED WITHIN SOILS REPORT. AS A MINIMUM,THIS INCLUDES THE OBSERVATION OF Call before y OU dig. I" C Q 00 SEDIMENT CONTROL MEASURES,AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. THE FOLLOWING BY A SOILS ENGINEER: MONUMENT PROTECTION NOTE: v s 9. THE PERMTITEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S Tp c Q APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT-RELATED WORK. A.BUILDING FOUNDATIONS. CONTRACTOR SHALL FIELD LOCATE ALL MONUMENTS WITHIN THE AREA OF DISTURBANCE PRIOR t yOj �y 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY THE PERMITTEE IS REQUIRED B.PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH BUILDINGS AND PAVEMENT CONSTRUCTION DRAWING REVIEW TO CONSTRUCTION AND PROTECT FROM DISTURBANCE/DESTRUCTION TO THE MAXIMUM EXTENT 0) TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK C.SUITABLE REUSE OF EXISTING ONSITE SOILS. ACKNOWLEDGMENT FEASIBLE. IF IT IS NECESSARY TO REMOVE OR REPLACE A MONUMENT DURING CONSTRUCTION, m O N c In m AND LOCAL LAWS. N N WITH ALL FEDERAL, STATE 00 SHALL BE PERFORMED IN ACCORDANCEW L, 11. AS THE FIRST ORDER OF BUSINESS, THE PERMTTIEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN BID PROPOSAL. THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION HAVING AUTHORITY W THIN 58.2 STATE m U Y o THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE AND BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE d MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM WITH THE CITY OF ARLINGTON CODES AND ORDINANCES. CONFORMANCE OF THIS DEPARTMENT OF NATURAL RESOURCES PRIOR TO DISTURBANCE/DESTRUCTION OR RELOCATION c PERMANENT ESC MEASURES. DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE 12. THE ANENANENTTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS,THEIR BUFFERS,AND ADJACENT PRIVATE RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER. WHOSE STAMP AND SIGNATURE OR REPLACEMENT(WAC 332-120).APPLICATIONS MUST BE COMPLETED BY REGISTERED LAND APPEAR ON THIS SHEET. ACKNOWLEDGMENT OF CONSTRUCTION DRAWING REVIEW SURVEYOR AND MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL ACTIVITIES THAT REQUIRE RESOURCES: PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS, THE DOES NOT IMPLY CITY APPROVAL FOR CONSTRUCTION n PERMITTEE SHALL RESTORE,TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, OTHER COUNTY, STATE OR FEDERAL PERMIT REVIEW AND APPROVAL, THE PROPERTY WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES SENSITIVE AREAS,THEIR BUFFERS,AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE III OWNER AND LICENSED DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE PUBLIC LAND SURVEY OFFICE moo+ PERMITTEE'S OPERATIONS. ESTIMATED EARTHWORK OUAWMES: ACQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR AUTHORIZATIONS 1111 WASHINGTON STREET S.E. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: CUTS.`�CY WHICH MAY INCLUDE, BUT ARE NOT LIMITED TO, WSDFW HYDRAULIC PROJECT P.O. BOX 47060 d 14. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. - APPROVAL(HPA), WSDOE NOTICE OF INTENT(NOQ, ANY CORP OF ENGINEERS FILL OLYMPIA,WASHINGTON 98504-7060 15. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. FILL:444 CY PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. (206)902-1190 i 16. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER NET 441 CY(FILL) Br. v M FACILITIES AS IDENTIFIED IN THE ESC PLAN. UPON COMPLETION OF CONSTRUCTION,ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED M N 17. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. AREA TO BE DISTURBED-0.48 AC City Engineer THAT ARE ABLE TO BE REPLACED, SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT i M T3 y 18. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. EARTHWORK QUANTITIES ARE APPROXIMATE AND HIGHLY DEPENDANT ON SOIL DATE: THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS.THE � CONDITIONS ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR SHOULD APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTA71ON SHALL ALSO BE THE N PERFORM INDEPENDENT ESTIMATE FOR BIDDING, rr+ls APPROVAL VALID FOR t8 MONTHS RESPONSIBILITY OF THE CONTRACTOR. V i a GENERAL SITE NOTES: N CIVIL COVER SHEET 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY *� STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. GAYTEWAY BUSINESS PARK-LOT 3 � ..� U LIJ 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 14, TWP. 31 N., RGE 5 EAST, W.M. U) CITY OF ARLINGTON, SNOHOMISH COUNTY, STATE OF WASHINGTON PROJECT SITE LL 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING O UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT UTILITY NOTES; LLI GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL LLI 0 UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP.ALL m e ;I _ > W VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. BARGHAUSEN CONSULTING ENGINEERS, INC.ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR 2. POWER CABLE, FIBER OPTICS,AND TELEPHONE LINES SHALL BE IN A 6 a0 RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC.,TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER r."N°i °M +1°""" LU � UNDERGROUND UTILITIES. � � °°"' �' 0 20' 40' 80' 3. ADJUST ALL MANHOLE, CATCH BASIN, AND VALVE RIMS AND LIDS TO � Z = (� 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS GRADE IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT O J 1- ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE PAVING. °"m"tl0'"D a LL CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, SCALE:1"=40' C) IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO _J - Z THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL VICINITY MAP CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS SITE INFORMATION A�Ti $ CO DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. I SITE AREA: 53 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO f PROJECT AREA: 68,258 (1.57 AC) Z CONSTRUCTION. NC3733#2B&DO' ' EXISTING SURFACE AREAS. & LL _ I r ------ TOTAL IMPERVIOUS: 43,882 SF (1.01 AC) Q 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. '-'*--"°---«-- .-X I I TOTAL PERVIOUS/LANDSCAPE AREA: 24,376 SF(0.56 AC) INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE ; -`-`--"-*-* - --3a Z THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL ___________`---"-------'-'-------- ' PROPOSED SURFACE AREAS 45 CONSTRUCTION. TOTAL IMPERVIOUS: 45,736 SF(1.05 AC) CL - TOTAL PERVIOUS/LANDSCAPE AREA: 22,522 SF (0.52 AC) z° 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE-CONSTRUCTION MEETING(S). CONTRACTOR I ii ill ri SHALL PROVIDE ONE WEEK MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF UII/I I PRE-CONSTRUCTION MEETINGS. 141II I GEOTECH ARCHITECT ,AI SONDERGAARD GEOSCIENCE, PLLC NELSON, U.C. CIVIL SHEET INDEX U) CD I III 13012 65TH AVE SE 1200 FIFTH AVE, SUITE 1300 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA 0/1 SNOHOMISH, WASHINGTON 98296 SEATTLE, WA 98101 SHEET W CD STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING Irilri�r NUMBER SHEET TITLE � IIIIIII I CONTACT: JON N. SONDERGAARD PHONE: (206) 408-8500 Z 00 PROCEDURES.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS"REQUIRED TO III I I I CONTACT: MARK EVANS 01 CIVIL COVER SHEET MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA,AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION (n U N FOR EXCAVATION AND/OR TRENCHING PROCEDURES. I li'li i # r OWNER/APPLICANT C3 SITE PLAN m J EX, BUILDING IIIII 1 IIIIIII GAYTEWAY BUSINESS PARK, LLC. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE 1 pllll I Q PO BOX 1727 C4 GRADING PLAN Y x EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH,AND SAFETY OF THE �iji�j j u I BELLEVUE, WA 98009 C5 DRAINAGE AND UTILITY PLAN Q LL.I PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE II�Iif PHONE: (206) 465-2491 Q m CONTRACTOR.ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW - IIIIIII _ ' CONTACT: CHRIS GAYTE C6 TESC DETAILS � d O SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 141II I I,., W IIII I I C7 CONSTRUCTION DETAILS LU LLJ 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC D PRIVATE l�I jI�'i' I. I ENGINEER/SURVEYOR/LANDSC AN APE a PROPERTIES AT ALL TIMES DURING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION Q t1_I I BARGHAUSEN CONSULTING ENGENGINEERS < J OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER I j full 14 II aQ 18215 72nd AVE. SOUTH 1 KENT, WASHINGTON 98032 0 coSHOWN OR NOT SHOWN ON THE PLANS. I I i�ii��l f PHONE: (425) 251-6222 -- 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN L j 'i/i'il ., CONTACT: JASON CAREY/OWEN B HILLE, P.L.S./TOM ROBERTSLL PROGRESS. ONE (1) SET WITH RECORDS OF AS-BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN '-I �jljli CONSULTING ENGINEERS, INC.AT COMPLETION OF PROJECT.12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL III 1 NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY I BARGHAUSEN CONSULTING ENGINEERS, INC. 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS INC., PRIOR TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK,A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS I I I SITE PLAN NOTE NAL EW' BY BARGHAUSEN CONSULTING ENGINEERS, INC UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC HAS GIVEN A �ss7 O FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. SITE PLAN HAS BEEN PROVIDED BY NELSON LLC. GEOTECHNICAL REPORT NOTES PROJECT INFO BARGHAUSEN CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY OF THE SITE PLAN. 08 13 2021 1. THE FOLLOWING GEOTECHNICAL REPORT WAS PREPARED FOR THE SITE: NAD83/91 BASIS OF BEARING - GRADING AND EROSION CONTROL NOTES PER A LINE CALCULATED FROM A 2.5"BRASS DISK, LOCATED AT THE g SOILS REPORTS: GEOTECHNICAL ENGINEERING STUDY INTERSECTION OF 67TH AVENUE NE AND 204TH STREET NE, aEINc HORIZONTAL CONTROL NOTE: :I 1. THE EROSION PREVENTION AND SEDIMENT CONTROL(ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM PROJECT NUMBER: J-0045 KNOWN AS THE NORTHWEST CORNER OF SECTION 14,T31N, R05E,W.M. CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS REQUIREMENTS. DATE: FEBRUARY 9TH, 20182.5" 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION AND SNOHOMISH THE W COUNTY ER CO 7 (WCCS SECTION AND A BEING IP WITH AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED ADDENDUM: SOIL INFILTRATION RATE LEAD AT THE WEST QUARTER CORNER OF SECTION 14, BEING KNOWN A FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS jt2 ENTRANCE,AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES.3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL PROJECT NUMBER: J-0045 SNOHOMISH COUNTY POINT 3105L17 (WCCS 3334). BEARING HELD USING COORDINATE GEOMETRY(RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES DATE: OCTOBER 30, 2020 BETWEEN THESE TWO MONUMENT WAS S02'00'48"W PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC., ACCORDING TO THE ESC PLAN. PREPARED BY: SONDERGAARD GEOSCIENCE, PLLC � REFLECTING ANY ISSUED PLAN REVISIONS. BARGHIAUSEN CONSULTING ENGINEERS SHALL 8 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS 20015 67TH AVE NE,ARLINGTON, WA 98223-8756 IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. S o 6 COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 2. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF FLOODIFORMATIM DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB,AND PAVING CONSTRUCTION. THE SUBJECT PROPERTY LIES WITHIN FLOOD ZONE X, AREAS DETERMINED 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT TO BE OUTSIDE OF THE 500-YEAR FLOODPLAIN AS SHOWN ON MAP UTILITY CONFLICT NOTE ci 0 DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE NUMBER 53061CO392 F, DATED JUNE 19, 2020. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION,AND DEPTH u THE CONTRACTOR SHALL: ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE t/l A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. ATTENTION OF BARGHAUSEN ENGINEERS. >r 4)B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. TAX FARCE � UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. vl APN: 310514002000200700 THIS SHALL INCLUDE CALLING UTILITY LOCATE 0811 AND THEN POTHOLING ALL OF THE O L C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WEI SEASON (OCTOBER 1 4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE a EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER C O THROUGH APRIL 30). MULCH ALL SEEDED AREAS. THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE l� OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE 21 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS SEE SURVEY FOR LEGAL DESCRIPTION. BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF tm m THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTINGPROP C 7 a S. DURING HE HERE SUCH LIFE OF THE RILITIES OJECT,ATHELOCATED. SOILS P RM117EE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, ENGINEER.ESTITM TION AND CONTRACTORT THE SHALLWORK WAS PERFORMED TO THE MAKE ALL PROVISIONS FOR SOILS IISFACTION NSPECTIIONSFATHE Know what's below. ENGINEERS, INC,TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. � � 'CN O M RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES,VEGETATION, EROSION AND RECOMMENDED WITHIN SOILS REPORT. AS A MINIMUM,THIS INCLUDES THE OBSERVATION OF Call before y OU dig. I" C Q 00 SEDIMENT CONTROL MEASURES,AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. THE FOLLOWING BY A SOILS ENGINEER: MONUMENT PROTECTION NOTE: v s 9. THE PERMTITEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S Tp c Q APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT-RELATED WORK. A.BUILDING FOUNDATIONS. CONTRACTOR SHALL FIELD LOCATE ALL MONUMENTS WITHIN THE AREA OF DISTURBANCE PRIOR t yOj �y 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY THE PERMITTEE IS REQUIRED B.PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH BUILDINGS AND PAVEMENT CONSTRUCTION DRAWING REVIEW TO CONSTRUCTION AND PROTECT FROM DISTURBANCE/DESTRUCTION TO THE MAXIMUM EXTENT 0) TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK C.SUITABLE REUSE OF EXISTING ONSITE SOILS. ACKNOWLEDGMENT FEASIBLE. IF IT IS NECESSARY TO REMOVE OR REPLACE A MONUMENT DURING CONSTRUCTION, m O N c In m AND LOCAL LAWS. N N WITH ALL FEDERAL, STATE 00 SHALL BE PERFORMED IN ACCORDANCEW L, 11. AS THE FIRST ORDER OF BUSINESS, THE PERMTTIEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN BID PROPOSAL. THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION HAVING AUTHORITY W THIN 58.2 STATE m U Y o THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE AND BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE d MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM WITH THE CITY OF ARLINGTON CODES AND ORDINANCES. CONFORMANCE OF THIS DEPARTMENT OF NATURAL RESOURCES PRIOR TO DISTURBANCE/DESTRUCTION OR RELOCATION c PERMANENT ESC MEASURES. DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE 12. THE ANENANENTTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS,THEIR BUFFERS,AND ADJACENT PRIVATE RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER. WHOSE STAMP AND SIGNATURE OR REPLACEMENT(WAC 332-120).APPLICATIONS MUST BE COMPLETED BY REGISTERED LAND APPEAR ON THIS SHEET. ACKNOWLEDGMENT OF CONSTRUCTION DRAWING REVIEW SURVEYOR AND MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL ACTIVITIES THAT REQUIRE RESOURCES: PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS, THE DOES NOT IMPLY CITY APPROVAL FOR CONSTRUCTION n PERMITTEE SHALL RESTORE,TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, OTHER COUNTY, STATE OR FEDERAL PERMIT REVIEW AND APPROVAL, THE PROPERTY WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES SENSITIVE AREAS,THEIR BUFFERS,AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE III OWNER AND LICENSED DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE PUBLIC LAND SURVEY OFFICE moo+ PERMITTEE'S OPERATIONS. ESTIMATED EARTHWORK OUAWMES: ACQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR AUTHORIZATIONS 1111 WASHINGTON STREET S.E. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: CUTS.`�CY WHICH MAY INCLUDE, BUT ARE NOT LIMITED TO, WSDFW HYDRAULIC PROJECT P.O. BOX 47060 d 14. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. - APPROVAL(HPA), WSDOE NOTICE OF INTENT(NOQ, ANY CORP OF ENGINEERS FILL OLYMPIA,WASHINGTON 98504-7060 15. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. FILL:444 CY PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. (206)902-1190 i 16. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER NET 441 CY(FILL) Br. v M FACILITIES AS IDENTIFIED IN THE ESC PLAN. UPON COMPLETION OF CONSTRUCTION,ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED M N 17. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. AREA TO BE DISTURBED-0.48 AC City Engineer THAT ARE ABLE TO BE REPLACED, SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT i M T3 y 18. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. EARTHWORK QUANTITIES ARE APPROXIMATE AND HIGHLY DEPENDANT ON SOIL DATE: THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS.THE � CONDITIONS ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR SHOULD APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTA71ON SHALL ALSO BE THE N PERFORM INDEPENDENT ESTIMATE FOR BIDDING, rr+ls APPROVAL VALID FOR t8 MONTHS RESPONSIBILITY OF THE CONTRACTOR. V i a SYMBOL LEGEND GENERAL NOTES AGENCY NOTES INDEX TO DRAWINGS I' 1 ARCHITECTOF RECORD:DAVID SOYA,HAS OR WILL RIFAMAND COORDINATE ALL SUBMITTALS AND DOCUMENTS PROJECT DESCRIPTION: VANILLA IMPROVEMENTS TO EXISTING BUILDING TO AO.1 COVER SHEET PREPARED BY OTHERS INCLUDING ANY DEFERRED SUBMITTALS FOR COMPATIBILITY WITH THE DESIGN INTENT. MAKE THE SPACE MORE ATTRACTIVE TO POTENTIAL SECTION SYMBOL J AX.X i 1 11 -DOOR NUMBER,SEE DOOR SCHEDULE 2 ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND AS REQUIRED BY THE CURRENT EDITION OF THE BUILDING CODE TENANTS C1 COVER SHEET 3 ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION CONTAINED IN DOCUMENTS AND/OR SUBMITTALS SUPPLIED BY OTHERS, PROJECT ADDRESS: GAYTEWAY BUSINESS PARK C2 SITE PLAN A r c h i t e c t X ELEVATION SYMBOL OFFICES--ROOM NAME 4 EACHCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK SHOULD A DISCRE LOT3 AXX 101 -ROOM NUMBER PANCYAPPEARIN HE SPECIFICATIONS OR DRANNGS,ORIN THE MRK DONE BY OTHERS FROM TH CONTRACTDOC- 20015 67TH AVE NE C3 TESC PLAN David Sova UMENTSTHATAFFECTANYWORKNOTIFYTHEARCHITECTAT ONCE FOR INSTRUCTIONS ON HOWTO PROCEED.IF THE - 1 CONTRACTOR PROCEEDS NTH THE WORKAFFECTED WITHOUT INSTRUCTIONS FROM THE ARCHITECT,THE CONTRACTOR ARLINGTON,WA 98223 AA SHALL MAKE GOODANV RESULTING DAMAGE OR DEFECT TO THE SATISFACTION OF THE ARCHITECTSHOULDACON- CY GRADING PLAN cOYE BASE MATERWLTYPE FDCT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS,OR MERE DETAIL REFERENCES ON CONTRACT DRAWINGS X INTERIOR ELEVATION HAVE BEEN OMITTED,THE CONTRACTOR IS DEEMED TO HAVE ESTIMATED THE MOST EXPENSIVE MATERIALS AND CON- 4 qX.X 2 CB-1 --TAG NUMBER STRUCTION METHOD INVOLVED,UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED NMICH DES- TAX PARCEL#: 31051400200700 G B CRIBESAN ALTERNATE METHOD ANWORMATERNLS. CJ DRAINAGE&UTILITY PLAN w w w.d s d a a.c o m 5 EACH CONTRACT OR SHALL CONFINE HIS OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER.THE MIRK LEGAL DESCRIPTION: .SECTION 14,TOWNSHIP 31,RANGE 05 QUARTER NW C I SHALLBEDONEIN ACCORDANCE WITH APPLICABLE LAWS,LOCAL ORDINANCES,PERMITS AND THE CONTRACT DOCU- CU TESC DETAILS X DETAIL SYMBOL IIHyI�,'�I FIRE EXTINGUISHER,SURFACE MENTS.THE JOB SITE SHALL BE MAINTAINED IN A CLEAN,ORDERLY CONDITION FREE OF DEBRIS AND UTTER,AND MOUNTED SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT.EACH CONTRACTOR DURING AND BUILDING CODE: 2018IBC,IPC,IEC,IMC IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH AND DEBRIS AS A RESULT C7 CONSTRUCTION DETAILS OF HIS OPERATION. © REVISION SYMBOL a ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DE- LANDSCAPE PLAN ZONING GENERAL INDUSTRIAL(GI)AIRPORT PROTECTION FIRE EXTINGUISHER,IN RECESSED TERIORATION UNTIL USE.FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF MIRK DISTRICT,SUB-DISTRICT'C' F.E.C. CABINET (t REFERENCE SYMBOL. 7 EACH CONTRACTORTRACTOR SHALL TOGETHER PROPERLY HALLNOOR PATCHING AN HIS MRK MY MAY BEREQUREG TOMAKE VA -ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOT ENDANGER ANV OTHER WORK BY CUTTING,EXCAVATING LANDSCAPE NOTES&DETAILS OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT.ALL PATCHING,REPAIRING AND REPLACING OF MAT- CONSTRUCTION TYPE: Ill-B ERIALS AND SURFACES,CUT OR DAMAGED IN EXECUTION OF NARK SHALL BE DONE NTH APPLICABLE MATERIALS SO THAT THE SURFACES REPLACED,UPON COMPLETION,MATCH SURROUNDING SIMILAR SURFACES. A1.O EXISTING FLOOR PLAN SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC a NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SIM BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT.ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE SPRINKLER SYSTEM IN ACCORDANCE WITH 2O18 IBC A1.1 FLOOR PLAN/EXIT PLAN WITH APPROVED SHOP DRAWINGS AND SAMPLES. - SECTION 90'.3..3.1.1 s DIMENSIONS: A1.1.1 REFLECTED CEILING PLAN A ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAVANG SCALE. B. CEILING HEIGHT DIMENSIONS ARE FROM FINISH FLOOR SLAB TO FINISH FACE OF CEILING. OCCUPANT TYPE: S-2 LOW HAZARD STORAGE 10 PROVIDE BLOCKING FOR WALL MOUNTED FIXTURES,ACCESSORIES AND EQUIPMENT A2.O INTERIOR ELEVATIONS 11 ALL OPEN JOINTS AND PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED TABLE 508.4 NO SEPARATIONS A3.0 EXTERIOR ELEVATIONS 13 MAXIMUM la'RISE BETWEEN TOP OF THRESHOLD AND ADJACENT FINISHED FLOOR.CHANGE IN LEVEL BETWEEN IN. AND ill"SHALL BE BEVELED WITH A SLOPE NOGREATER THAN 1:2. TABLE 1004.1.2 OCCUPANTLOAD: 14 ALL DOORS SHALL BE PROVIDED WITH LEVER HARDWAREOPENABLEWTHA SINGLE EFFORT. WAREHOUSE t7,670.SF/500SF= 15 A4.0 WALL DETAILS 15 ALL LEGAL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE W THOUT THE USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT.EXIT SIGNS SHALL BE PROVIDED AT ALL EXITS AS REQUIRED BY CODE.ALL DOOR SWINGS SERVING AN OCCU- TABLE 1006.2.1 S2 OCCUPANCIES WITH ONE EXIT: - PANT LOAD OF50OR GREATER SHALL SWINGIN THE DIRECTION OFEXIT. MAXIMUM OCCUPANT LOAD=29 (ACTUAL IS 15) 15 ADJUST DOOR CLOSERS AT EXTERIOR DOORS TO B.S LBS.OF PRESSURE,AT INTERIOR DOORS To 5 LBS.OF PRESSURE, MAX COMMON PATH OF EGRESS TRAVEL=100' AND FIRE RATED DOORS TO 15 LBS.OF PRESSURE. 17 PROVIDE SIGN OVER MAIN ENTRY DOOR WHICH RFADS'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS' TABLE 1006.3.2(2) N/A(ONE FLOOR WITH LETTERS NOT LESS THAN T'HIGH ON CONTRASTING BACKGROUND. 18 DOOR OPENING FORCE:W LBS.MAX.APPLIED TO IATCH SIDE.. TABLE 1007.1.1 N/A 19ALL NEW GYP BOARD WALLB SHALL RECEIVE LEVEL SURFACE AND PAINT FINISH,U.N.O. 20 ALL INTERIOR MATERIALS AND FINISHES SHALL BE A MINIMUM CLASS III FLAME SPREAD TABLE 1017.2 MAX EXIT ACCESS TRAVEL DISTANCE: " 21 PROVIDE FIRE EXTINGUISHERS PER CODE(EVERY 75'41 AND FIRE MARSHALL'SINSTRUCTIONS S-2 OCCUPANCY 400' 22 ALL PIPING SHALL BE IN MALLS OR FURRED CEILING SPACES UNLESS NOTED OTHERWISE. 23 VERIFY ALL THERMOSTAT AND ELECTRICAL PANEL LOCATIONS WITH ARCHITECT OR TENANT PRIOR TO FINAL INSTALLATION 24 ALL LIGHT FIXTURES&BALLASTS SHALL BE ENERGY SAVING TYPE. 25 WHEN OUTLETS AND JUNCTION BOXES ARE INDICATED ON OPPOSITE SIDES OF A WALL.THEY SHALL BE SEPARATED BY A MINIMUM OF ONE STUD. PROJECT TEAM OWNER: CONTRACTOR: GAYTEWAY BUSINESS PARK LLC PATTISON GENERAL CONTRACTOR PO BOX 1727 15235-NE 90TH STREET BUILDING'U' rt. , A PERMIT SET r" s�yset kE ` ' '' PHONE. N ' ANDY REDMO 98052 - _.', N o ';' 't PHONE: 206.851.9551 1N0 rt PHONE: E : E,WA 8 - , TENANT: FAX: 425.497.8223 Sa uamtsh Vafl zoom seNE tili o 9 1 , EMAIL:MUSUT NONE andyf@paftisongc .com w" it EMAIM — .-.- 204th, St NE STRUCTURAL ENGINEER: - . CONTACT: BTL ENGINEERING — —— r P� .._l e PHONE: A ' '_' EMAIL: 19011 WOOD-SNO ROAD NE r ejK Safeway u - - °� z` °jage Cce SUITE 100 - � a' "OO 101d S p ,._� Tg. �__ ARCHITECT: WOODINV LE WA 98072 -- �1tt,Y�JU'in ra C fill a k � tots t `'' m 4 DAVID SOVA CONTACT LBRIAN LAMPE SE PE Q oM1en1 Ds K.OWtlDER CORRECTION LETTER nN 20 y r -< • tPIxN r' - Z No _ A,Mm Deec�IfMOn I .. ';�-t ,''=" < 16915 SE 272nd STREET EMAIL: ba nlam8e btlen net 7204th SfNE�`; .. .. 204th S[NE` I '"" u - 48 zoom PI NE "%A St NE ' SUITE 100-180 p C� 9 st, P ;ton Cemetery 4 =t� .O COVINGTON,WA 98042 20015 67th c' ,- = CONTACT: DAVID SOYA AIA CIVIL ENGINEER&LANDSCAPE ARCHITECT: �40e :;, r -i t;e ✓' �. b O ' ..a REGISTERED w AV6t1Ue Northeast D ; h #' d ''°s T PHONE: 206.617.9010 BARGHAUSEN CONSULTING ENGINEERS ITECT M�:99th St NE MAIL. davl @ daa 18215 72nd AVENUE SOUTH A s' C E d ds com q tsem a� KENT,WA 98032 a �nwr Aerospace AMT D vIn SGVA P w <t< � CONTACT: JASON CAREY STA L WASHY GTON n 20tstStNE e e <: Twth St NE"�` a ILI—/1 PHONE: 425-656-7450 'f'P" 9Tt...... PROJECT �� S '� ,. EMAIL: jcarey@barghausen.com � '_' r IfiY, a T,r �i E LOCATION � . cDRyTlehc©zozo David soya Aw 1991h ST �s raE /1 Qa DIFFERED SUBMITTALS 95 w y Business Park " ,, O R 1 N W t1OIN Gayte a 0ounty Recycling w a��� CITY ,aft - 1T Lot 3 SferStatiOn z B$B Fabricators / s° MECHANICAL PERMIT DIFFERED e gPp� VFE1 < i 20015 67th Ave NE 1 �, ELECTRICAL PERMIT DIFFERED n^rE ��� " Arlington, WA 98223 Poop 2 -i `-` PLUMBING PERMIT DIFFERED uti .;TOR FIRE SPRINKLER PERMIT DIFFERED OFFICE COPY Cover Sheet Recelve(A AUG 242021 Scale:As Noted 6t�b' ?r19 NORTH NORTH Drown by: a N.m VICINITY PLAN 15 LOCATION MAP DS 10/23P2O e 14 SCALE:NOT TO SCALE SCALE:NOT TO SCALE Chet by: 11141111. AO.1 I-of-sheets SITE PLAN v N FOR GAYTEWAY BUSINESS PARK-LOT 3 W I PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 14, TWP. 31 N., RGE 5 EAST, W.M. I :� CITY OF ARLINGTON, SNOHOMISH COUNTY, STATE OF WASHINGTONLL O f U i 0 - 6 7 _ Q N88'3T33"W 283.98' W ------- - - - �-T_. - CO z x—x—x—x—x—x— --x— — _x_x—x—,—x— _x— ` _ a O 0 10• 20' 40' I I "Z .. --- SCALE:'I"=20' i '-------------- I BSBL f I1 L-x--..x.�x I g LLI ® SITE PLAN NOTES I � `x ' U z 1. EXISTING BUILDING TO REMAIN AND BE ENCLOSED. SEE ARCHITECTURAL I �' %i� i �, LL PLANS FOR ADDITIONAL INFORMATION. 2. EXISTING ASPHALT TO REMAIN. Z 3. SAWCUT LINE. I I I - [, 4. REPAIR UTILITY TRENCH WITH ASPHALT PAVEMENT SECTION THAT If I ! I/I'I Ili II Ji BSBL I o d MATCHES THE EXISTING CONDITION AT MINIMUM. SEE DETAIL 1/C7. I % 13 5. EXISTING INFILTRATION POND WITH MINIMUM VOLUME OF 9,046,091 CF. 6. EXISTING SHED TO REMAIN. I fl 18 j I I'I i I i 7. EXISTING FENCE TO REMAIN. i r /iY�i i�� r.,. y O 8. EDGE OF PAVEMENT. 1 Z O 00 9. PROPOSED FENCE, COORDINATE TYPE AND HEIGHT WITH OWNER PRIOR I I ; 18 I II I 100'' I I I I R.O.W. � � TO CONSTRUCTION. N f i j I j l i,I I 1g I j IIl'Ilull 7 ,r,.. � U ti 10. EXISTING CONCRETE PAVEMENT TO REMAIN. _ II j I I I I h..t° D J r Q 11. PROPOSED 20' ROLLING GATE. I I j i I i I L T,: X 12. EXISTING FENCE AND GATE TO REMAIN. 'I it ij Iij iI l Q O W 13. FILL EXISTING POND TO THE PROPERTY LINE. (V i IIII, I 1 Q m ; <n q I11 1� IZ O 14. EXISTING WALL TO REMAIN. j \ - i I III i I f W a LLI 15. PROPOSED WATER LINE. I \�--(`2'}-� II j i I i Q J 16. PROPOSED SEWER LINE. I I Y EX. BUILDING 1'I' i f i aLU 17. PROPOSED GRAVEL AREA. I I `-' Ii+ijl i' j (� m 7,943 SF 'I {( 18. PROPOSED ROOF DRAIN. _ j I ,e i f I i f I t f i o 19. PROPOSED RIP RAP. SEE C5 FOR SPECIFICATIONS. -I °-- t 60' X 132' !I I i;I f(i Y I,_ t I 18 I'I I'It *' I I I II ,IIII 1 1 1 I -c' I,IIIIf, _I I I ' II,IjrII I I ��yVS UEHS L `-I-II � a f .Irl IIII I I I 9 47871 O be j , ,1111111 SCOPE OF WORK NOTE _ I 111111 ,1 14 ,1 1 1 1 1 1 S�ONA L ENG THE EXISTING BUILDING WILL BE CLOSED OFF WITH FIRE SPRINKLERS I I -�jl I 111 I 1 1 I I I I I I I 08 13 2021 INSTALLED INSIDE.THE INTERIOR AND EXTERIOR OF THE BUILDING WILL MEET ,IIII 11 DESIGN REVIEW STANDARDS FOR PRIVATE OWNER/TENANT USE OR ,I I I ,I I 1 I 1 I ., o _ I I 11111 ll I COMMERCIAL TENANT USE IN THE FUTURE. I 'I I I I I I w ,IIII II THE EXISTING BUILDING WILL CONNECT TO AN ON STORM SYSTEM THAT II I 18 I --� 'S ,a I I I I I�I I I INCLUDES AN INFILTRATION GALLERY.THE EXISTING PARKING AREA WILL DRAIN TO A NEWLY CONSTRUCTED BIORETENTION AREA AND OTHERWISE MAINTAIN EXISTING FLOW PATTERNS. 18 WATER,SEWER,AND POWER WILL CONNECT ON-SITE THE EXISTING ASPHALT PARKING LOT WILL BE MAINTAINED AS EXISTING WITH I ' ( 3 J 15 17 GRAVEL ADDED TO PERIMETER AREAS.A BLACK VINYL COATED CHAIN-UNK # aa pp ( III it I d 6 FENCE WILL BE CONSTRUCTED ON THE SOUTHERN END OF THE SITE WITH TWO ROLLING GATES TO MANAGE ACCESS. IF THE BUILDING WERE TO BE USED FOR COMMERCIAL USE IN THE FUTURE U 0 O III I I I +� AND REQUIRED ANY OF THE FOLLOWING ITEMS TO BE CONSTRUCTED,THEY `\ y I I I !y `" x C WOULD BE REQUIRED TO MEET CURRENT CITY DESIGN CODE AND _ 1 , ' `1 I I c — V y. � j STANDARDS: m —5--. ..._.... i 4 1. TRASH 2. SITE LIGHTING 9 0 7 w - - -- B C 3. LANDSCAPE SCREENING q \k�w 12 _ m s 4. PRIVATE PEDESTRIAN ADA ACCESS TO THE SITE \4** W C a 5. SERVICE AREAS `\�\ _l I I on C (D 001 c v 6. MECHANICAL EQUIPMENT SCREENING f0 N Q o � C v1 +t m co 0 q m U a M Know what's below. E M Call before you dig. C_') 8 CV r N i a TESC PLAN o FOR N GAYTEWAY BUSINESS PARK-LOT 3 U PTN OF THE NEII/4, OF THE SW1/4 OF SEC. 14, TWP. 31 N., RGE 5 EAST, W.M. � I CITY OF ARLINGTON, SNOHOMISH COUNTY, STATE OF WASHINGTON LL j - -- 0 — N88'37'33"W 283.98' Z W — / I q 00 0 10' 20' 40' L J l /r'�.. .c..., \ x—x—Y'_—;� x_x�_i"_- Y > � `_�/�I �r• L�LI a LL // / r, — _ - — —� \] 1 �� �— U z �r SCALE: 1"=20' � �/ / _..-- �---_-- ®DEMOLITION CALLOUTS I i /� w 1. PROTECT STRUCTURE DURING CONSTRUCTION. / / / ' " ;l _--_ ---- %�� \ l ' Z 2. DEMOLISH EXISTING ASPHALT AND DISPOSE OF OFF-SITE. ) L/-7 /f'� - ��-' • C /� 1 - LL ~ 3 PORTION OF EXISTING WALL PROTECT SECTIONS TO REMAIN. `}/ / I� � ® '--��_,_..✓ �'� \�.... ) ! I �-//, ,'` / - z i� J J PROTECT BOTTOM OF EXISTING POND O/ M SILTATION DURING CONSTRUCTION. REMAINING POND WILL BE USED FOR FIR INFILTRATION.CONTRACTOR TO ENSURE / a _ r HEAW �. EQUIPMENT AND OTHER MEANS /,fit �j OF COMPACTION STAY CLEAR OF THIS ) per `� / 1 U) o N �' I S �yl/ / Itrt� l � `l�a ' r � z l � /(�� `� l � � �� 1 ' �� ) U) � tiQ lt � L i 1� 1 � ��,1 � ( mYX � O 'a 3 r 0 W I 1 �� /; O CALLOUTS o I� � 1 � I Q SIGN CONTROL I EROSION 1 ® ( 1 1 t m � 1. CONTRACTOR TO INSTALL FILTER FABRIC FENCE AROUND ��� � �j� ��� ( i Ilf�� t % ,� W 0 DOWNSTREAM PERIMETER OF SITE AS REQUIRED TO J �� I PREVENT SILT-LADEN RUNOFF FROM LEAVING SITE,AND AS DIRECTED BY CITY INSPECTOR. SEE DETAIL 2 C6 ( ~J < / �� '�/ is i J FOR MORE INFO. i �� �� � ./ tom 1 \ I�� �i ,�rr�� J� '-' m 2. CONTRACTOR TO INSTALL TEMPORARY CONSTRUCTION \ �� i �I� , l�) I _ 0 3. CONTRACTOR TO INSTALL STORM DRAIN INLET <. /� ",✓ ���� FENCE. - JF '� ILL 1 PROTECTION AT ALL EXISTING AND PROPOSED CATCH ,, (� / ri I BASINS AS NECESSARY TO PREVENT SILT-LADEN WATERI�' > J I r FROM ENTERING STORM DRAINAGE SYSTEM. COORDINATE - 1 ' �� If I ,•' 1 r �1 PLACEMENT WITH PROPERTY OWNERS AND AS DIRECTED BY THE INSPECTOR. SEE DETAIL 1/C6 FOR DETAILS. 4. APPROXIMATE LOCATION OF CONSTRUCTION STAGING AREA. CONTRACTOR TO MODIFY LOCATION AND SIZE AS / q� NEEDED DURING CONSTRUCTION. �-� 1 /i//.� r i 47871 p �e 1 i / ' FFSPNALTEF•G�� _ 1 � J 08132021 i11jil t J� N � E Y �s �l 3 I CONSTRUCTION DRAWING APPROVALIll O r� \ �� 1 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVEDJI� 1�l� N PER THE CONDITIONS ON THE TITLE SHEET. City Engineer, CITY OF ARLINGTON l { c a DATE: ��m \� � 3 � l THIS APPROVAL VALID FOR 18 MONTHS ;I � W m_.�m� �1��I QacoN of N a N 3: l>N \ c L2 I ry � m 0 cLn m U �_o Y s TESC LEGEND TEMPORARY CONSTRUCTION FENCE ® M m _ CATCH BASIN INSERT FILTER FABRIC FENCE Know what's below. ti Call before you dig. E cm LIMITS OF DISTURBANCE C] i o N M DRAINAGE FLOWPATH U i a GRADING PLAN N GAYTEWAY BUSINESS PARK-LOT 3 U W PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 14, TWP. 31 N., RGE 5 EAST, W.M. (7) CITY OF ARLINGTON, SNOHOMISH COUNTY, STATE OF WASHINGTON LL --- --_ ' l i --1 rl I/ / ° _ N88'37'33"W 283.98' ` 0- 00 (n tiLO Z Z ° 0 10 20 ao' L x—,�Cax —J�X IL ( (1' i r— - _� - _ �ti` — � _ -max -; ° z SCALE:1"=20' I c LLI SPOT ELEVATION NOTES � l z ALL SPOT ELEVATIONS SHOWN ARE TO FINISHED SURFACE(TOP OF ASPHALT �} � �'"",--'"1 ��f-�`�— s�ti; -� °`� �' W OR TOP OF CONCRETE PAVEMENT)UNLESS OTHERWISE NOTED. tt11, '<�,✓ �'--�_��_ 1 � / J1� i Al�'� y EX-EXISTING ELEVATION (REFERENCE ONLY) / V `,fir —.!'" ( t GRADING GENERAL NOTI=S �' / \N� 1. ALL GRADING AND PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED IN ('' -✓�-� ACCORDANCE WITH THE PROVISIONS OF THE CURRENT CITY ORDINANCE ,;1� ��- \'` -»..,.,,, 1 f �fl j iLl t ; °' ✓/�� d I AND STANDARD PLANS.THE GRADING AND IMPROVEMENTS ARE SUBJECT TO THE OBSERVATION AND APPROVAL OF THE PUBLIC WORKS DEPARTMENT. ( f '\ _ f ,^� 1 r —� 1 / ryif i1% i ' J 2. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT ALL SAWCUT Q'- � h' \ �,^" ,%/{N/i 1 </ MAXIMUM 2:1 SLOPE 0 LOCATIONS. ^ / II I1 11I IWt AROUND POND Z 00 3. CONTRACTOR TO CONFIRM SURFACE WATER DRAINS AWAY FROM BUILDING. N A /� ��II IIII c III�i I 11� \ I I N 0) U � 04 00 � � x �j ( 1\ Q OLU m � 04 w a O w 0WM f111�11�11 li 1 1 �� 1 .. LL '! Il;(II I I,1 I �l� w5 JEiVs 1� ;t )1i1(i I o�of w y 47871 �e �i`Y11 I� I t 1 "FgS A����`"� I� T I�lill;;l' II I I � I NAL E 08132021 111 161 I ! 1 1 1 8 43.8/l i ES m m �} y / I j �'•\ a. N � \ 1 INN I (I __� (/ It I 7( G C O 6 O t / j t) G ( _ i 1 'b tl�i W = 0c1 M00 N o Q a •� Q C V o ® n C Ln 'rN f0 0 N m m V W Y Know what's below. C a I I before you dig. N M CONSTRUCTION DRAWING APPROVAL - THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. i City Engineer, CITY OF ARLINGTON E M 'S H DATE: o THIS APPROVAL VALID FOR 18 MONTHS 04 U i DRAINAGE AND UTILfTY PLAN oc - N FOR GAYTEWAY BUSINESS PARK-LOT 3 POND 61 LU W PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 14, TWP. 31 N., RGE 5 EAST, W.M. VOLUME REQUIRED: 4,312 CF z c CITY OF ARLINGTON, SNOHOMISH COUNTY, STATE OF WASHINGTON VOLUME PROVIDED PROVIDED: 35,754 CF J LL BOTTOM OF POND: 115 d Q TOP OF POND: 122 - FREEBOARD: 123 (2:1 SIDE SLOPE) NOTE: REMAINING PORTION OF POND IS SUFFICIENTLY ~ >� Q N88'37'33"W 283.98' ` I 1 1 SIZED TO HANDLE RUNOFF FROM THIS SITE. POND TO J > LU BE CLEANED AND MAINTAINED AS NECESSARY. 00 w L0 it LU 1 / o O 10' 20' 40' L LL � 11 / t 1 l.)�J \ `" ( •�—y��*^.="="k> r ��7 ..--...''r/ / I Q O .. s I 1 I ~-- _— ---- -------- ---------- ^5 SCALE:1"=20' `^--}24 / I / / a O DRY UnLff Y NOTE LL CONTRACTOR SHALL INSTALL DRY UTILITY SERVICES PER PURVEYOR DRAWINGS COORDINATED BY OTHERS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO -7 \ Aw'-u C\ C/ ,¢i % O CONSTRUCTION. �T/�`,I ���'---_. Z 67 LF fi"PVC PIPE SD ��'�'\�..) %1��'I11i(' (I IIIII r 1 ui UTILITY CROSSING NOTE 1 �� �� y/; 1 J /Illll III 0 1.SOR CONTRACTOR SHALL MAINTAIN MINIMUM OF 12"VERTICAL SEPARATION BETWEEN -� / 1 �, r_—. - 32 LF 8" zo PVC PIPE SD 11 LIT?' I /� /I SANITARY SEWER AND OTHER UTILITIES UNLESS OTHERWISE SHOWN. 18" OF / // / ^ / VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN SANITARY SEWER AND /� I / ,' / I "" WATER MAIN. CONTRACTOR TO VERIFY SEPARATION REQUIREMENTS PRIOR TO l �"� \ f - --- ' I I 1 ' THSSH PER c /J I j 1�._� 1 IFlGTXRNS SHEET CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ti"" "'� 1 ^ 4f I / / ii i j TM�- J / U O 6)UTILrrY POTHOLING NOTE: ( 1 (`y/ li/ �� � '''- 1`IIKI( I 1 w CD THE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED TO VERIFY t j / j \ 1 J� j j I� \ 1,1 1 Z m VERTICAL AND HORIZONTAL LOCATION OF EXISTING UTILITY AND/OR N 69 LF 6"PVC PIPE SD I I I II POTENTIAL CONFLICTSWITH EX.UTILTIES. POTHOLING SHOULD OCCUR 0 1.50% / (\ I I I I 1 11 Q > PRIOR TO INSTALLING ANY PROPOSED UTILITIES.CONTRACTOR SHALL NOTIFY I 1 I , , 11 I I I CO J BARGHAUSEN CONSULTING ENGINEERS,INC.OF ANY CONFLICTS. D0 / r �I 69 LF 6"PVC PIPE SD II 1 �� I I d' I 02.02R I li �i I / I } Y X SANITARY SEWER NOTE o ; 1 IIIII �I; i, ) I// /j l ' SANITARY SEWER MANHOLE Q CO Lli 1. SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED PER THE CITY N / 1 / / �' / I II, ,I 1, , I I / / / / I TABLE W O W OF ARLINGTON DEVELOPMENT GUIDELINES AND PUBLIC WORKS < ' II I111 ,1 1 STANDARDS. f / I 11 I ,I I\ I I I RSSCOIM= #1,W/TRAFFIC-RATED LID a, I�I�< —\ / f -J II 1 �� 1� 1r�ll 1 O RIM=1.17 >- J 2. SANITARY SEWER PIPE SHALL BE SDR 35 PVC CONFORMING TO ASTM j /�- RD}2 / IIII Il dHH if i 1 i i I n"�IIII I / / �- ( ( SSCO 2 (8"OUT S) < w 3034 WHERE INVERT DEPTHS ARE 5 FEET TO 14 FEET. WHEN INVERT ! / (I 1 i� 11 7 ssco#2 W/TRAFFIC-RATED LID m DEPTHS ARE LESS THAN 5 FEET, AWWA C900 PVC PIPE OR CLASS 52 ( t*- FID f5 II I, I j 1 / / / / / O RIM=125.81 DUCTILE IRON PIPE EPDXY COATED SHALL BE USED. /� ) IIII �111�11 i I / �l�I l 11 I / 1 E=119.50(6"IN N)EX, o ® SEWER STRUCTURE NOTE 1. INSTALL SANITARY SEWER CLEANOUT PER CITY OF ARLINGTON STANDARD SS-080. SEE SHEET C7 FOR DETAIL. / /I/ I./ 1 67 LF 6"PVC OPIPE505XD 67 LF 6"PVC PIPE SD 1, 1 STORM STRUCTURES C,�'�OFS wJEH SM WATER SCOPE OF WORK NOTE: _ ` 0 1.50% I I I ;;(11; ,3 �� f 1 1 I 1 I I CONTRACTOR TO CONFIRM CONNECTION SCOPE OF WORK WITH CITY PRIOR ( III I j I I,i (( IIII// \ I ( I TO CONSTRUCTION. I I I I / I TO IX.FDC. RD#1,W/TRAFFIC-RATED LID I 1 j 1 I I Ill RIM=124.93 G DRAINAGE NOTES I ` DC INSIDE BUILDING /I 1 1 I (� I I I / I /I/ 47671 IPER IETAIL W-120. /Illl jl I / I I II 1 I I I IIII IE=121.39 (8"N) '"fffcis TEP�O SEE PLUMBING PLANS. I STORM DRAIN(SD)LINES SHALL BE PVC SDR-35 UNLESS OTHERWISE 1 1 I I II I 1 S70NA L NOTED.PIPES LABELED DI SHALL BE CL52.ALL STORM DRAIN PIPES j DOMESTIC LINE CONNECTION ,i 1 1 RD#2,W/TRAFFIC-RATED LID SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND CITY I 1 I �' TO BUILDING.DOW,INSIDE I I, ,, LI I I III I I I I I RIM=124.15 08 13 2021 BUILDING PER STANDARD 1 1 � I I11�11 IE=120.39 (6"S) STANDARDS. /^ PLANS.'SEE PLUMBING I ,�- � if I I I I I IIII 11 I _ 1 / \ Ra N PLANS. �� I�I 1 1 1 11 III I I � I / 1( IE=120.39 (6"N) CLEANOUT NOTE: I f /l �� / 1 II 1 1 j 1 j II 11 / RD#3,W/TRAFFIC-RATED UD ° o CLEANOUTS LOCATED IN A DRIVE AISLE SHALL HAVE A TRAFFIC RATED LID, lI I r 11 ��� �J �� -"' �IIj j�� j j III I I I 1 1 J / 1 I I I RIM=123.36 CL.EANOUTS LOCATED IN LANDSCAPE SHALL LHAVE A CONCRETES COLLARL HAVE AN ADA RATED .AND !I I ,/ al SBpO�1 i (!�; I I 1 I I IE-119.36(6"E) III , /, I I I RRD IM#, /RAFFIC-RATED LID S § $ 45 LF 8"DI FIRE UNE J I l °�. •° \i i0~ i 7!q'74*KA"A Al i 1 \' I I/1���/ I I I I I I I IE=120.75(6"N) - 11 45 LF 8"DI TIRE LINE I _sl 9 $ ,� 45 LF 2"PVQ ;ly, l IIIII # / a DOMESTIC LINE RD 5,W CONCRETE COLLAR i I I J I 1 RIM=120.29 V CONNECTION TO EXISTING I I IIIII I / I 1 I I / IE=119.75 (6"S) 2"WATER METER. I j �`y¢j„-,,,�"/III I 1 1 1 I 1 1 IE-119.75 (6 N) , 1 CONNECT - t?,� _� _!7 �" IIII I 1 I /I I I I. RD#6,W/CONCRETE COLLAR C V �- ✓~~ OI ' FIRE LINENG DI ��� RIM=120.13 IE 118.38 6 y IE-118.36(6"S) W) CONNECTION TO EXISTING IE-118.36(6"E) O S'PVC SEWER LINE 1 -���-f':.^'o--., 1-.... 1 ti / 1 / / 7 i j q a+•1` ) l IXISIINC LINE TO '� N Ia 3 BUILDINGFOR..= W 7 a R I IIII � � GI M rH O Cin p Q N m C L11 O C m ® Fo nl E m V �-dY I a Know what's below. M Call before you dig. M "s CONSTRUCTION DRAWING APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED c RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT=/ A STANDARD PER THE CONDITIONS ON THE TITLE SHEET. i SPECIFICATIONS.RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK G(7ADATION AS FOLLOWS: M PASSING 8 INCH SQUARE SIEVE 100% OR MAXIMUM STONE SIZE 8" 8Y., PASSING 8 INCH SQUARE SIEVE 40-BOR OR MEDIUM STONE SIZE 8" E PASSING 2 INCH SQUARE SIEVE 0-10X OR MINIMUM STONE SIZE 2" Clty Engineer, CITY OF ARLINGTON M ill DATE: CV /\THIS APPROVAL VALID FOR 18 MONTHS `/ � d TESC DETAILS 1. FOR 1,15 GAYTEWAY BUSINESS PARK-LOT 3 W PTN OF THE NE7/4, OF THE SW1/4 OF SEC. 14, TWP. 31 N., RGE 5 EAST, W.M. CITY OF ARLINGTON, SNOHOMISH COUNTY, STATE OF WASHINGTON THIS HYDROSEED MIX IS TO BE USED AS TEMPORARY STABILIZATION FOR AREAS TO REMAIN LL UNWORKED. DO NOT USE IN CRITICAL AREAS/CONSERVATION EASEMENT. PERMANENT LANDSCAPING O SHALL BE PER THE LANDSCAPE AND MITIGATION PLANS. KIND AND VARIETY OF MINIMUM MINIMUM SEED IN MIXTURE PERCENT BY WEIGHT PERCENT PURE PERCENT (n SEED GERMINATION J LL.I CHEWINGS OR ANNUAL Q 00 (/) 11.0 MATERIALS OF CONSTRUCTION INSERT SHALL BE DIRTRAP BLUEGRASS(FESTUCA 40% 98% 90% INLET ULTRA DRAINGAURD Joints in filler fabric shall be spliced RUBRA VAR.COMMUTATE LL.I * LLI LL.I FABRIC: NEEDLE PUNCHED NON-WOVEN OR APPROVED EQUAL. at posts.Use staples,wire rings or OR PDA ANNA) Q Z = GEOTEXTILE MATERIAL. FABRIC IS OVERFLOW PROTECTION equivalent to attach fabric to posts J F_ IS RESISTANT TO ULTRAVIOLET SKIRT a Of AND BIOLOGICAL DEGREDATION LL 2"x2"by 74 Ge.wire or equivalent, PERENNIAL RYE U AND A BROAD RANGE OF CHEMICALS. HANDLING STRAP if standard strength fabric used PERENNE) 50% 98% 90% w LOUUM O Z APPARENT OPENING SIZE(ADS): 80 US STANDARD SIEVE(0.180 MM) HANDLING � z GRAB TENSILE STRENGTH: 200 LBS STRAP M PUNCTURE STRENGTH: 130 LBS REDTOP OR COLONIAL BENTGRASS(AGROSTIS 5% 92% 85% 6 LLI MULLEN BURST: 400 PSI TRAPEZIODAL TEAR: 85 LBS ? ALGA OR AGROSTIS TENUIS) a WATER FLOW RATE: 110 GPM/FT2 CLOVER(TRFOLIUM 5% 98X 90X PERMEABILITY: 0.38 CM/SECOND REPENS) O LL DIMENSIONS rr--- --�f- WHITE DUN RATE: HYDROSEED®5 LBS./1000 SF ai LL I 6'max l i IL SKIRT: 24"z36' Minimum I Imo' I F- 4"%4'Iench u TCH SOCK FILTER/SEPARATOR: 10"D x 24"L 4 Post spacing may be increased 2"x2"wootl pasts,steel C6 SCALE:N.T.S. DISPOSAL REQUIREMENTS: SEDIMENT COLLECTION to 8'If wire backing is used fence posts,"equivalent CONSULT FEDERAL,STATE,AND LOCAL REGULATIONS CONCRETE HANDLING NOTES (n C) FOR DISPOSAL OF INSERTS CONCRETE WORK GENERATES PROCESS WATER AND SLURRY THAT CONTAIN FINE PARTICLES AND HIGH PH,BOTH OF LLI O 2'z2' '14 Ga.wire or WHICH CAN VIOLATE WATER QUALITY STANDARDS.UTILIZE THESE MANAGEMENT PRACTICES ANY TIME CONCRETE IS USED. Z 00 1 SCALE: N.T.S. TK)P) if standard strength fabric used N C6 SCALE: .T.S. 1. CONCRETE TRUCK CHUTES,PUMPS,AND INTERNALS SHALL BE WASHED OUT ONLY INTO FORMED AREAS AWAITING U) (� INSTALLATION OF CONCRETE OR ASPHALT. J Q _T I 2. WHEN NO FORMED AREAS ARE AVAILABLE,CONTAIN WASHWATER AND LEFTOVER PRODUCT IN A LINED CONTAINER. J >> / Filter fabric DISPOSE OF WASHWATER IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY m STANDARDS. } Y x _ \�\\ 2'min 3. UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE RETURNED TO THE ORIGINATING BATCH PLANT O LL.I FOR RECYCLING. Q in Z) 4. HAND TOOLS INCLUDING,BUT NOT LIMITED TO,SCREEDS,SHOVELS,RAKES,FLOATS,AND TROWELS SHALL BE Q WASHED OFF ONLY INTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR ASPHALT. Backfill trench with \��i// 5. EQUIPMENT THAT CANNOT BE EASILY MOVED,SUCH AS CONCRETE PAVERS,SHALL ONLY BE WASHED IN AREAS THAT w a LLI native soil or%'• �/� DO NOT DIRECTLY DRAIN TO NATURAL OR CONSTRUCTED STORMWATER CONVEYANCES. J 1.5^washed revel �\`\\.,,\\�. 6. WASHDOWN FROM AREAS SUCH AS CONCRETE AGGREGATE DRIVEWAYS SHALL NOT DRAIN DIRECTLY TO NATURAL OR Q L j g ?�^,' _ CONSTRUCTED STORMWATER CONVEYANCES. Minimum \��j,��\/ 7. CONTAINERS SHALL BE CHECKED FOR HOLES IN THE LINER DAILY DURING CONCRETE POURS AND REPAIRED THE �<n 4"x4"trench /' SAME DAY. v m 2"x2"wood polls,steal _\ +��HANa�1(� li fence LS posts,or equivalent NOT TO SCALE i CB SCALE:N.T.S. Figure II-4.2.12 Res dENs Silt Fence DEPARTMENT OF Revised October 2014 ECOLOGY please see hap/hwww ecy wa gov/copyright himl for copyright notice including permissions, o 47871 Stale of Washington limitation oniabilily,and disclaimer, q T��S DNA LTV VH°\ OB 13 2021 2 SLT FENCE CIEfAL 6 o a S a C6 SCALE:N.T.S. H •c z C i 4 4 9 t2 M g e cc ci £ C � YI C i N N s cc 7 a O Cl NM a W C fV a d C� >M64 N C QCCoNNN 7 N 6 01 N c C Q tD 0 In 4-cVVV11 m 10 O N N N Im U 0D Y�t a N M "s CONSTRUCTION DRAWING APPROVAL c THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. i BY.* City Engineer, CITY OF ARLINGTON M i o c DATE: N g THIS APPROVAL VALID FOR 18 MONTHS U a CONSTRUCTION DETAILS FOR GAYTEWAY BUSINESS PARK-LOT 3 d LLI PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 14, TWP. 31 N., RGE 5 EAST, W.M. u) CITY OF ARLINGTON, SNOHOMISH COUNTY, STATE OF WASHINGTON J LL O H U) rn � w A.C. PAVEMENT O � LLI Lf) PER ASSOCIATED SPECS BELOW * = LU CRUSHED ROCK BASE U Z Boo d LL 6'GASKETED oOpo o D a a ° o& oo°o\ °o° SOIL SUBGRADE O Z i \ /� ~ r GAP WE \ i CAST IRON LOCKING �\ \i\Z\ g z (+') RING AND COVER Z THAONEN SIZE LARGER LIJ a ' THAN PIPE DIA. � LABELED"SEWER" O Z CLASS 4000 A—f-I\ - : PARKING AREAS(PASSENGER CegS/LIGHT VEHICLES) 0 CONCRETE 30'SO PAVED y--ILIIIi 2.5"HOT MIX ASPHALT-CLASS 1/2"AGGREGATE W/PG 58-22 ASPHALT BINDER, �. LL 12"I SURFACE OVER 4"BASE COURSE/TOP COURSE (� UNPAVED AREAS 3 DRNE LANES/LOAD SAYS(TRUCKS.HEAVIER VEHICLES) o Z 4"HOT MIX ASPHALT-CLASS 1/2"AGGREGATE W/PG 58-22 ASPHALT BINDER, f� MECHANICAL END OVER 6"BASE COURSE/TOPCOURSE F OF PIPE PLUG. i WITH FLG. THE BASE COURSE/TOP COURSE ROCK SHOULD BE COMPACTED TO A DENSE AND UNYIELDING CHERNE TYPE CONDITION.BASE COURSE AND TOP COURSE GRAVEL SHOULD CONFORM TO WSDOT SPEC. 9-03.9(3)FOR CURSHED SURFACING MATERIALS.THE HMA SHOULD BE COMPACTED TO A MIN. GROUT D v D 91 PERCENT OF THE MAX THEORETICAL SPECIFlC GRAVITY(RICE'S DENSITY). (SEE N10TE 2) Q d o�D 'U) O O o NOTE: ) CD 1. SECTION IS SHOWN FOR REFERENCE ONLY GENERAL CONTRACTOR SHALL LIJ REFERENCE GEOTECHNICALREPORTPREPAREDBYSONDERGAARDGEOSCIENCE Z 00 PLLC,DATED JULY 3,2018 FOR PAVEMENT,AGGREGATE,AND SUBGRADE m REQUIREMENTS. CN PAVED ARM I—° ASPHALT PAVING SECTION m J I'- < CT NOT TO SCALE } Y X 20" Q Co 12R CAST IRON LOWING RING AND ODVER W 0- � W OLYMPIC M1025 OR APPROVED EQUAL J Q W 0 m NOTES: I. CLEAN-OUT PIPE AND FTITINGS SHALL BE THE SAME MATERIAL AS THE SEWER MAIN. LL 2. A SANITARY TEE.SWEEP,OR STRAIGHT TEE IS NOT ACCEPTABLE. 3. SEWER STUB WILL BE EXTENDED.10'BEYOND PROPERTY LINE AND 5'BEYOND UTILITY EASEMENTS TO PREVENT DAMAGE TO CLEAN-OUT AND MINIMIZE CONFLICTS WITH OTHER UTILITIES WHEN SERVICE 70 BUILDING IS ACCOMPLISHED. G\>ROSWJENSFti Ql,Eq O oux MW RYYWNT OF PUBLIC ROR65 STANDARD DETAIL ^ STANDARD DETAIL NUMBER v®2 SETTER CLEANOUT SS-080 "O y 47671 0 ,e Is IL AL OB 13 2021 8 � r 0 Z Z n V U i N N t 7 N C � � C LV N' " In C Q GO CN CN s c Ul t LA t0 O fV ui m m U M 19 CONSTRUCTION DRAWING APPROVAL - THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS.ON THE TITLE SHEET. i BY.. n City Engineer, CITY OF ARLINGTON M 5 m DATE N � � THIS APPROVAL VALID FOR 18 MONTHS 0 LANDSCAPE PLAN N GAYTEWAY BUSINESS PARK-LOT 3 b LLJ PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 14, TWP. 31 N., RGE 5 EAST, W.M. /A CITY OF ARLINGTON, SNOHOMISH COUNTY, STATE OF WASHINGTON LL. 0 W 00 LC) LLJ LLJ z = U J ~ 0 10' 20' �, a O EXISTING LANDSCAPE TO REMAIN. 10'W.TYPE A OPAQUE SCREEN.CLEAR AND GRUB EXISTING BLACKBERRIES AND IWASNES. Z SCALE:1"=20' EXISTING LANDSCAPE IS BEYOND UMITS OF DISTURBANCE AND SATISFIES REQUIREMENTS NEW LANDSCAPING TO RECEIVE SUPPLEMENTAL �. M OF TYPE A SCREEN(AMC 20.76.040) IRRIGATION IN THE FORM OF A PERMANENT IRRIGATION SYSTEM OR APPROVED SIMILAR METHOD W d i / z � PLANT SCHEDULE L H N88°37'33"W 283.98' PROPERTY UNE TREES BOTANICAL/COMMON NAME CONT. SIZE QTY o z - l / THUJA PLICATA'EXCELSA'/WESTERN RED CEDAR B&B 6'MIN.HT. - 3 ~ NURSERY GROWN,UNCUT LEADER.STAKE AND GUY ONE GROWING . , ..* - ✓ .-" J l f SEASON. - -._ --- -�� -- - - - - --�•-=� -_ ____ _ _ �/J� /�1 1 SHRUBS BOTANICAL/COMMON NAME CONT. WATER USE SPACING QTY (n CD ✓ , •.�/� �~'------.� s C ( MC MYRICA CALIFORNICA/PACIFIC WAX MYRTLE 1 GAL.MIN. LOW 72"o.c. 11 U) CD 00 _ ( j o FULL AND HEALTHY.REMOVE ALL WEEDS FROM NURSERY CONTAINERS Z ����� } (. I BEFORE PLANTING. CIACA r r =, / © THUJA OCCIDENTALIS•EMERALD GREEN'/EMERALD GREEN ARBORVITAE 6'MIN HT LOW 14 J %�� ``—��� - -''� SINGLE LEADER.FULL,HEALTHY AND MATCHING.REMOVE ALL WEEDS m J X FROM NURSERY CONTAINERS BEFORE PLANTING.STAKE AND GUY ONE GROWING SEASON.IF NO AUTOMATIC IRRITATION SYSTEM,PROVIDE - } 0 L1J IRRIGATION MAY-OCTOBER VIA HAND-WATERING OR GATOR BAGS Q Q m ::) GROUND COVERS BOTANICAL/COMMON NAME CONT. WATER USE SPACING QTY LLI 0 > a- ui GAULTHERIA SHALLON/SALAL 1 GAL. MEDIUM 24"o.c. 165 Q LLI FULL AND HEALTHY REMOVE ALL WEEDS FROM NURSERY CONTAINERS (7 m BEFORE PLANTING. .. LL I v E 1 CONCEPT PLANT SCHEDULE c`�°F�v8�7�o o EROSION CONTROL HYDROSEED 8,924 SF - r 1 WASHINGTON STATE EROSION �y CV • f l .I , r CONTROL HYDROSEED OR (/) �-• .. , —�1,/ —�-� (��I , APPROVED EQUAL,80-120 LBS.PER �F� 4k Wads Q9� ACRE DSCAPEP -1 t l / \ EXISTING - NG PAVING - BUILDING °� �; ) I RETENTION POND HYDROSEED 2,271 SF TOAREMAIN ' IjI ' �1 COUNTRY GREEN BIOSWALE SEED 6, f MIXTURE OR APPROVED EQUAL,220 x° LBS.PER ACRE I a J� LEGEND u E EXISTING LANDSCAPE TO REMAIN 12,421 SF t1 C m I P06PERTY UNE /r �- \+ II l �11r Lu SAW CUT 4'X 4'TREE WELL _ CENTERED ON TREE.TYP. ALLOW MIN.2'CLEARANCE BETWEEN U 7 Q 00 N - . °, EDGE OF TREE WELL AND ALL DOORS i t N C\, & C , v co Y 3 , v o , J SITE BOUNDARY !�? - 04 E ce) 5 C14 LANDSCAPE NOTES AND DETAILS FOR GAYTEWAY BUSINESS PARK-LOT 3 w PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 14, TWP. 31 N., RGE 5 EAST, W.M. c CITY OF ARLINGTON, SNOHOMISH COUNTY, STATE OF WASHINGTON LL LANDSCAPE PLANTING NOTES AND MATERIALS 0 � co FURNISH ALL MATERIALS,LABOR,EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, D)PLANTING BACKFILL FOR ALL TREES,SHRUBS,AND GROUNDCOVERS: TREATMENT AND PREPARATION OF SOIL,FINISH GRADING,PLACEMENT OF SPECIFIED PLANT MATERIALS, 1.0.6-CUBIC YARDS PER VOLUME TOPSOIL 60 W FERTILIZER,STAKING,MULCH,CLEAN-UP,DEBRIS REMOVAL,AND 90-DAY MAINTENANCE. 2.0.4-CUBIC YARDS ORGANIC COMPOST. 3,3-POUNDS NITROFORM(38-0-0) I-- W QUALIFICATIONS: 4.1-POUNDS AMMONIUM SULFATE LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A 5.2-POUNDS CALCIUM CARBONATE LIMESTONE Z MINIMUM OF FIVE(5)YEAR'S EXPERIENCE INSTALLING SIMILAR WORK.CONTRACTOR TO BE LICENSED TO 6.2-POUNDS DOLOMITE LIMESTONE V PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. J E)TOPSOIL PREPARATION AND INSTALLATION: a LL JOB CONDITIONS: 1. VERIFY SUBGRADES TO-6 INCHES IN SOD OR SEED LAWN AREAS AND-8 INCHES IN LANDSCAPE AREAS,OR O IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE AS INDICATED ON THE PLANS.THIS ACCOMMODATES 41NCHES OF IMPORTED TOPSOIL IN LAWN AREAS AND Z OWNER OR THE OWNER'S REPRESENTATIVES.ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO 61NCHES OF IMPORTED TOPSOIL AND 21NCHES OF MULCH IN LANDSCAPE AREAS. APPROVAL BY THE OWNER. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB-GRADE PRIOR TO SUB-GRADE PREPARATION. 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB-GRADES WHICH HAVE BECOME COMPACTED TO A PROTECTION: DEPTH OF 12 INCHES WITH MULTIPLE PASSES,90 DEGREES TO EACH OTHER.SCARIFY AREAS o Z SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN.DO NOT PLANT UNTIL OTHER INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH i> �i CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED.IF AN IRRIGATION SYSTEM IS TO HAND TOOLS. BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED,TESTED,AND APPROVED BY THE 4. REMOVE SOIL LUMPS,ROCK,VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SHRUB - PRUNE AS DIRECTED O OWNER.HANDLE PLANTS WITH CARE-DO NOT DAMAGE OR BREAK ROOT SYSTEM,BARK,OR BRANCHES. SUB-GRADEPRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. BY LANDSCAPE ARCHITECT REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK,OR WORK NOT IN COMPLIANCE WITH 5. REMOVE ANY ASPHALT EXTENDING BEYOND 81NCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. PLANS AND SPECIFICATIONS,AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. O HOLD MULCH FROM STEM Z F)TOPSOIL PLACEMENT: ,."r'^ REPAIR OF EXISTING PLANTINGS: 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS. (2) LODGEPOLE STAKES;TIE AT APPROX. 1/3 TO MULCH LAYER DURING THE COURSE OF WORK,REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD 2. IN ALL LANDSCAPE AREAS,PLACE 2 INCHES OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED a GROW IN GROWTH,RE-ESTABLISHING FINISH GRADE AND RE-MULCHING TO SPECIFIED DEPTH. SUB-GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP B INCHES OF SUB-GRADE 1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE N FIGURE EIGHT PATTERN. STAKES AND TREE TO to FOR ATOTAL DEPTH OF B INCHES IN LANDSCAPE AREAS. 4"SAUCER FOR WATERING REPAIR OF IRRIGATION SYSTEM: 3. PLACE AN ADDITIONAL 2 INCH LIFT OF TOPSOIL,IN ALL LANDSCAPE AREAS,FOR THE FINAL TOPSOIL DEPTH BE PLUMB DURING THE COURSE OF WORK,REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS OF 41NCHES IN LANDSCAPE AREAS. 3" DEEP SAUCER FOR WATER PRIOR TO THE DAMAGE. 4. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. n��f Z BACKFILL , BE A MIX OF TOPSOIL, MULCH LAYER �=III � FERTILIZER,AND PEAT MOSS GUARANTEE: ORGANIC MULCH(TOPDRESSING): / CO C) GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE ONE-HALF-INCH(1/2")SIZE,TO ONE-QUARTER(1/4"),HEMLOCK/FIR BARK.FINE TEXTURED AND DARK BROWN IN REMOVE ALL TIES, WRAP & CONTAINERS. W z SCARIFY ROOTBALL ON CONTAINER O FREE PERIMETER ROOTS FROM N JOB BY OWNER. URSERY f' MATERIAL. REMOVE TOP 1/3 OF LLI COLOR. BALL EXCAVATE TREE PIT AT A MIN. OF 2 TIMES A, °O BURLAP ON B&B MATERIAL Z � � 80-DAY MAINTENANCE: STAKES: DIA. OF ROOTBALL AT BALL CENTER, WITH CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES. TAPERING PIT GRADE TO FINISH GRADE DUST ROOT BALL HORMONE (n U N LANDSCAPE AND IRRIGATION MAINTENANCE FOR 60 DAYS FOLLOWING STORE OPENING.WORK TO ROOT GROWTH HORMONE J ti Q INCLUDE MAINTENANCE AS DESCRIBED BELOW,IN PLANTING AND IRRIGATION MAINTENANCE, GUY MATERIAL: PIT SPOILS, NURSERY BALL WASTE BACKFILL 3x THE ROOTBALL 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES;OR,3/8"DIAMETER RUBBER.NO WIRE. DIAMETER m J SUBMITTALS: SET BALL ON UNDISTURBED SUBGRADE, x SUBMIT FIVE(5)COPIES THE FOLLOWING TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL LAWN: OR COMPACTED SOIL. �' NOTE: Q O LL PRIOR TO THE START OF ANY WORK: COMMERCIAL SEED. m A)DOCUMENTATION THAT ALL PLANT MATERIAL HAS BEEN ORDERED. NOTE: APPLY ADDITIONAL 4 OZ. 8-32-i 6 FERTILIZER INTO TOP B)TOPSOIL ANALYSIS AND RECOMMENDED AMENDMENTS. HERBICIDE: 2" OF PLANTING MIX. > a O C)TREE STAKING AND GUYING MATERIALS. HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY W LLI ONLY; NO FERTILIZER IN PLANTING PIT. FROM ROOTBALL. ROUGHEN ALL SURFACES OF PIT. I— J D)ONE QUART SIZE OF TOPSOIL AND MULCH. WORK PERIMETER ROOTS FREE NURSERY BALL } J E)PLANTING SCHEDULE INCLUDING DATES AND TIMES. ANTI-DESICCANT: BALL& PIT TO BE COURSELY SCARIFIED. CUT AND REMOVE BURLAP FROM ROOT BALL F)MAINTENANCE INSTRUCTIONS FOR ONE(1)FULL YEAR. "WILT-PROOF;'48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. Q Lli THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY.PLANT MATERIAL DELIVERED TO SITE EVERGREEN TREE PLANTING/STAKING DETAIL SHRUB PLANTING DETAIL UI MATERIALS: TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. NOT TO SCALE NOT TO SCALE O PLANT MATERIALS: EXECUTION: LL PLANT MATERIALS TO BE GRADE NO.1,SIZED IN ACCORDANCE WITH(AAN)AMERICAN STANDARDS FOR NURSERY STOCK(ANSI Z60.1-2004).PRUNE PLANTS RECEIVED FROM THE CONTAMINANTS: NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT."B 8 B"INDICATES VERIFY THAT ALL SOIL CONTAMINANTS(E.G.,PAINT,SEALANTS,SOLVENTS,OILS,GREASES,CONCRETE/ASPHALT BURLAPPED;I "CONT."INDICATES CONTAINER;"BR"INDICATES BARE ROOT;"CAL" SPOILS,ETC.)HAVE BEEN SATISFACTORY REMOVED FROM ALL PLANTING AREAS.DO NOT BEGIN WORK UNTIL BALLED AND INDICATES CAL PER AT 6"ABOVE SOIL LINE;"GAL"INDICATES GALLON. UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. OP IAV WAq$p�FWASH',�p A)SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER yP�� } �O OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. FINISH GRADES: ®d�Yv y B)QUALITY: FINE GRADE AND REMOVE ROCKS,DEBRIS,AND FOREIGN OBJECTS OVER 21NCHES DIAMETER FROM TOP PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE SURFACE OF PREPARED LANDSCAPE AREAS.FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, INSPECTION,PLANTS TO BE FULLY LIVE,VIGOROUS,WELL FORMED,WITH WELL WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1-INCH BELOW CURBS, 0 DEVELOPED FIBROUS ROOT SYSTEMS.ROOT BALLS OF PLANTS TO BE SOLID WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS.FINISH GRADE REFER TO GRADES PRIOR AND DESICCATION.PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE FIRMLY HELD TOGETHER,SECURELY CONTAINED AND PROTECTED FROM INJURY TO INSTALLATION OF MULCH OR LAWN.ALL FINISH GRADES TO BE SMOOTH EVEN GRADES,LIGHTLY AN BEEN COMPACTED,AS SHOWN ON THE PLAN AND DETAILED.PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES.SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS.MOISTEN PREPARED AREAS BEFORE DAMAGED;HAVE DEFORMITIES OF STEM,BRANCHES,OR ROOTS;LACK SYMMETRY, FQ 774E'1G ?G HAVE MULTIPLE LEADERS OR"Y"CROTCHES LESS THAN 30 DEGREES IN TREES,OR PLANTING IF SOIL IS DRY.WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING.DO NOT �ND$CpP�P DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED.PLANT MATERIAL TO BE CREATE MUDDY SOIL, FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID.NURSERY TREES AND SHRUBS: - SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. 3 C)SUBSTITUTION: ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS.EXCAVATE PIT,PLANT AND 2"MULCH LAYER N NO SUBSTITUTION OF PLANT MATERIAL,SPECIES OR VARIETY,WILL BE PERMITTED STAKE OR GUY,AS CALLED OUT AND DETAILED.ALL TREES,SHRUBS,AND SUPPORTS TO STAND VERTICAL. (COMPACTED DEPTH) UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BACKFILL SHALL BE PIT SPOILS.SETTLE BACKFILL USING WATER ONLY.NO MECHANICAL COMPACTION. FEATHER EXCESS BROKERAGE OFFICES.SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING SOIL UNDER MULCH FROM THE OWNER AND LANDSCAPE ARCHITECT.THE SPECIFIED SIZE,SPECIES AND GROUNDCOVERS: 1" MULCH AT CROW NEAREST VARIETY,AS APPROVED,TO BE FURNISHED.SUBSTITUTIONS MAY REQUIRE EXCAVATE PITS TO A MINIMUM OF 31NCHES BELOW,AND TWICE THE ROOT BALL N SUBMITTAL TO REV (1)ISED LANDSCAPE PLAN TO CITY FOR APPROVAL. DIAMETER,WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT 1/2"ABOVE GRADE D)LABEL A7 LEAST ONE TREE,SHRUB,AND OROUNDCOVER OF EACH VARIETY WITH A SECURELY ATTACHED WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL PROPER GRADE,AS DETAILED. 1"ABOVE GRADEI R A HOLD PLANTS FROM AND COMM NAMES. MULCH: EDGE OF PLANTER Q 2. n E)DELIVER PLANT MATERIAL AFTER PREPARATION OF PLANTING AREAS HAVE BEEN MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED.APPLY SUFFICIENT QUANTITY TO AS NOTED ON PLANT LIST `s $ COMPLETED AND PLANT IMMEDIATELY.IF PLANTING IS DELAYED MORE THAN SIX(6) PROVIDE A 2-INCH DEPTH. SPACING AS CALLED OUT g HOURS AFTER DELIVERY,SET MATERIAL IN SHADE,PROTECT FOR WEATHER AND a ON PLAN/PLANT LIST MECHANICAL DAMAGE,AND KEEP ROOT BALLS MOIST BY COVERING WITH MULCH,BURLAP UTILITY CLEARANCES: '( OR OTHER ACCEPTABLE MEANS OF RETAINING MOISTURE. FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT `PREPARE V SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING SOIL PREPARATION: NOTE: '` BED7 C O CLEANUP AND PROTECTION: BED LINE EDGE U TOPSOIL,AMENDMENT,AND BACKFILL,ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, REMOVE CONTAINER 8 WORK ROOTS '' HOLD PLANTS FROM UNLESS NOTED OTHERWISE ON THE PLANS.SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO DURING LANDSCAPE WORK,KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. FREE OF SOIL. ' ^'" CURB/WALK EDGE OF PLANTER i 01 BE USED FOR BID PRICE BASIS ONLY.SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND BACKFILL TO BE SETTLED USING WATER ONLY AS NOTED ON PLANT LIST SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR.PROVIDE CHANGE ORDER FOR ADDITIONAL TRESPASSERS.MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD.TREAT,REPAIR,OR L O OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. REPLACE DAMAGE LANDSCAPE WORK AS DIRECTED BY THE OWNER. SEE PLANT LIST FOR PLANT SPACING t NOTE: •� to 01 SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: PLANTING MAINTENANCE: LFB39 THAN I GAL LOAN CONTAINER UW LARGER THIS SPACING APPLIES TO � AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION,CONTRACTOR TO OBTAIN TWO PROVIDE FULL MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLERS.CONTRACTOR TO MAINTAIN (PUdnED BEFORE MULCH) (PLANTED BEFORE MULCH) SHRGROUB ROVER AND FORMAL C D "�O REPRESENTATIVE SOIL SAMPLES,FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT,TO AN PLANTINGS THROUGH COMPLETED INSTALLATION,AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. SHRUB ROW PLACEMENT. W ACCREDITED SOIL TESTING LABORATORY FOR TESTING.SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR PLANTING MAINTENANCE TO INCLUDE WATERING,WEEDING,CULTIVATING,TIGHTENING AND REPAIRING OF TREE O('4 REVIEW.TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS GUYS,RESETTING PLANTS TO PROPER GRADES OR POSITION,RE-ESTABLISHING SETTLED GRADES;AND GROUNDCOVER PLANTING DETAIL PLANT MATERIAL SPACING DETAIL °Ln' C7 Q 00 N FOR SOILAMENDMENT,FERTILIZER,CONDITIONERS,APPLICATION RATES,AND POST-CONSTRUCTION MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT,HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR MAINTENANCE PROGRAM.TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. FOLLOWING LANDSCAPE INSTALLATION.INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING NOT TO SCALE NOT TO SCALE f0 4 C Q o LOSS OF 40 PERCENT OR MORE OF CANOPY. A)TOPSOIL: N Ul� CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING IRRIGATION MAINTENANCE: - \ THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION m 0 N HERE-IN.CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL AND PRECIPITATION.FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR RESULTING FROM CONTAMINATED OFF SITE SOURCES. CORRECTED.PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE m V Y v B)TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS.CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TOPSOILS,INC.WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM,1/3 BY TO SPECIFIC WARRANTY/GUARANTEES. VOLUME COMPOSTED GARDEN MULCH,AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT.AT MINIMUM,TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN n AMENDMENTS AS LISTED IN"C". C)TOPSOIL TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY: THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1.8-CUBIC YARDS ORGANIC COMPOST.COMPOST TO BE FREE OR NON-FARM ANIMAL SOURCES,NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2.30-POUNDS NITROFORM(38-0-0) 3.5-POUNDS AMMONIUM SULFATE 4.40-POUNDS CALCIUM CARBONATE LIMESTONE � n 5.40-POUNDS DOLOMITE LIMESTONE E (Y) 6.5.OUNES BORON(AS BORAX) CY) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. N 8 a Architect David Sova www.dsdaa.com 24'_V' 26'-4" 26'4' 264" 26-01' —.— _ -- — — — — — — — — — — — — —1- — — — — — - -. it �I IL I I I I � I I I 1 _ �. Note Date Aut�a DeacflPM1on Stamp 7402 REGISTERED A ITECT D VID SDVA STA E WA SMINGTON Copyright©2020 David S Iova A w I i w GaY Y to a Business Park Lot 3 20015 67th Ave NE — - - - - - - -- - - - - - - - - - — — -- — - - - — — — — J Arlington, WA 98223 Isee,rltle EXISTING FLOOR PLAN Scale:As Noted NORTHDmxn by: Data: a—NNmEer EXISTING FLOOR PLAN DS 10/23P20 13 SCALE:3/16 =1.0' cne�xea by: ao Numea /11.O of-sheets i --- MAX O1 -SEE HEIGHT t10'-D"AFF O FRAME: Srze/G.4 Spacing J %y -----SEE NOTED' 2505125-18 16"O.C. 1 350S125-18 18"O.C. �} 3825125-18 181,O.C. FACING: Materiel Thickneca h } }' ——STEEL STUDS SIZE VARIES A r C ' 1 I L� e C ` . � 01 rva C �j GWB 6/e" 1;_3„ 9' 1-S 11 6 3 1 3 David SOVa NOTES: TOILET ROOMS TO BE HEATED ---Ir A) TOILET PARTITION WALLS WITH RECESSED ELECTRIC CADET'WALL HEATERS TOILET 1 ` TOILET 2 PER MECHANICAL SUBMITTAL B) ATTACH STUDS TO TRACKS WITH A MIN OF _ W W W.(�S C�d d.C O fll I (2)#S SCREWS(1 EACH SIDE) -----SEE NOTE6'C' — i �I C) GYP IS ATTACH WITH I-1/4"TYPES#6 T-1' COATED STEEL SCREWS SPACED 8"OC EDGES AND 12"OC IN THE FIELD. > --SM"GWB EACH SIDE D) BRACE WALLS EVERY 4'-0" — SEE NOTES' / E) SILL TRACK IS ATTACHED TO CONCRETE DECK WITH POWDER ACTUATED FASTENERS 024"O.0 '---'—'SEE NOTE'B' MIN 3/4"EMBEDMENT �j� P.SEALANT BEAD TY -STRUCTURE 2 WALL TYPE 3 ENLARGED PLAN -TOILET ROOMS 13 16 A3.0 A4.0 L \f C _- gF 4 7� 1e'KIS'STEEL ROLLING OVERHEADDOOR WWW � I 13'x18'STEEL ROLLING OVERHEAD DOOR (( ^I "" I 'STORAGE WAREHOUSE � I I J 1 0-WIWI DS K.OLANDER CORRECTION LETTER 1114f20 Nob Deb AuOTa Dewrlptlon .,� Stamp W\ 0 7462 REGISTERED ITECT A Lh• 8 g 7'-6"CLEAR T-6"CLEAR D VID SUVA r STA E WASHINGTON r - - F - - - - - - � m� Copyright A 2020 David Sova AIA F mi Gayteway Business Park — Lot 3 r 20015 67th Ave NE Arlington, WA 98223 15 Seel Ti11e. PROPOSED FLOOR PLAN Scale:As Noted NORTHDrnnby: aheN NNmSer. PROPOSED FLOOR PLAN IDS 10/23/'20 3 CSecReE 5y aE NumS.c A 1.1 - -of-Sheets SYM TYPE DESCRIPTION OTY WATT EA. TOTAL NOTES — _ — — — — TOP OF WALL 310'-0"AFF - T5 HIGH BAY WAREHOUSE LIGHTING 20 56 WATT 1,120 LED 2 WATT MOUNTED STRIP LIGHT 36 T 72 LED O S4 4'LITHONIA LIGHTING LED SURFACE _ NEW CORRUGATED METAL SIDING ATTACH STUD TO TRACK WITH#8 SCREWS AT TOP AND BOTTOM TYPICAL O S2 T LITHONIA LIGHTING LED SURFACE MOUNTED STRIP LIGHT 2 26 WATT 54 LED Architect EXISTING RED IRON - _ COLUMN c t� - 50 CFM EXHAUST FAN TO OPERATE WHEN ROOM LIGHT IS ON 1 10 D1VIC� SOVa pDOS 162 33 ST<)D AS II6ST 1$OC d )� I I I ATTACH TRACK/LEDGER WITH(3)#8 1 5 WATT 5 LED. 1 / SCREWS AT EACH VERTICAL STUD ® - SELF ILLUMINATING LED EXIT SIGN rOOT1823fL'�RACK AS RIM.)O15T 1 11 / ` i ) X I 1 BOOT762-33 STL TRACK AS LEDGER ' III �� www.dsdaa.com � TOILET ROOM CEILING 8'-0"AFF NOTES: a)FINISHED CEILING HEIGHT VARIES:MAX IS 1 V-0"AFF,MINIMUM IS 8'-0"AFF TOTAL PROPOSED WATTS: 1,244 b)MAXIMUM WATTAGE FOR'WAREHOUSE'IS:0.40 X 7,753 SF = 3,102 WATTS 5/8"GYP TYPICAL -- 5/8"GYP TYPICAL c)N/A _ d)N/A = WATTS FIBERGLASS BATT INSULATION d)MAXIMUM ALLOWABLE WATTS = 3,102 WATTS � TOILET ROOM CEILING LIGHTING SCHEDULE i — — — — L — — — — — — — GASFIRED'REZNOR'HEATERIB'AFF>O (FREEZE PROTECTION ONLY) REFERTO MECHANICAL SUBMITTAL I OPEN TO STRUCTURE I 1 0 0 L- -- - Note Date Humor oacalM'ron— -.... _.-- ill i Stamp 7402 REGISTERED A ITECT STA E WASHING70N 0 0 0 II 0 0 Copyright©2020 David Sove AIA o. o - wo)an Tme: O<GAS FIRED REZNOR'HEATER 18 AFF (FREEZE PROTECTION ONLY) Gayteway Business Park REFER TO MECHANICAL SUBMITTAL r�q ® ti Lot 3 20015 67th Ave NE - Arlington, WA 98223 — — — — — — — - - - - -- - - - - — — — — — - - - — — — — — — - CEILING PLAN Scale:As Noted NORTH Dmm" — anentN.— REFLECTED CEILING PLAN _ os 1 oizsrzo 13 Cr—by: IeU Number. A 1.1.1 of-sheets Architect David Sova www.dsdaa.com TOIET FIXTURES REQUIRED ACCESSORIES TOILET: KOHLER"WELLWORTH"CLASSIC TWO-PIECE ELONGATED 1.28 GPF TOILET A. 18"SS VERITCAL GRAB BAR 12"ROUGH-IN MODEL#K-3575 COLOR WHITE(LEFT SIDE HANDLE) B. 36"SS HORIZONTAL GRAB BAR _ HANDLE: KOHLER POLISHED NICKEL(CHROME FINISH)K-9380-L-SN C. 42"SS HORIZONTAL GRAB BAR - SEAT KIT: KOHLER GRIP-TIGHT"CACHET"Q3-COLOR WHITE-K-4636-0 D. SS TOILET PAPER DISPENSER E. SS PAPER TOWEL DISPENSER SINK: KOHLER"SOHO"WALLHUNG,K-2053,COLOR WHITE F. SOAP DISPENSER / \ FAUCET: KOHLER"TRITON"(3 HOLES)8"SPREAD(CHROME FINISH)K-7471-K-CP G. INSULATED DRAIN/SUPPLY COVERS FOR LAVATORY _ (LEVER STYLE HANDLES) H. 2BX42 FRAMELESS MIRROR 9 / \ NOTES: NOTES: METAL PANEL SIDING / \ 1.http://www.us.kohleLCom/US 1. MINIMUM CLEARANCES FOR ACCESSIBILITY ARE FROM FACE OF FINISHED GYP. 2. FIXTURESIACCESSORIES SHALL MEET IBC SECTION 1109&ICC/ANSI A117.1. 3. PROVIDE SOLID BLOCKING OR BACKING FOR WALL MOUNTED EQUIPMENT AND GRAB BARS CONCRETE STEM 36=METAL 3DOOR Fx84 FE L - 4. THE CLEAR FLOOR SPACE FOR A FIXTURE MAY NOT OVERLAP THE CLEAR FLOOR SPACE WALL BEYOND ,DOOR& RAM E RAMEA REQUIRED FOR ANOTHER FIXTURE,EITHER AT THE FLOOR LEVEL OR ABOVE IT.PER ICC A117.1 - ' 6"RUBBE COVE BASE 5 TOILET ROOM FIXTURES 6 TOILET ROOM ACCESSORY NOTES 7 TOILET ROOM EXTERIORS 1 2 3 4 (PAINT) (PAINT) (PAINT) (PAINT) 40" WALL MOUNTED LAVATORY: GERBERMODEL#12-654 / w g^ 36"(MIN). 28z42 (OR SIMILAR) MAX F z FRAMELESS < 42" 12" MIRROR. ANT WHIADA TEVTREOUS CHINA 8" n 12" 24" -j MIN LEVER STYLE HANDLES PER SECTION 309 INSULATE SUPPLY AND DRAIN ICC/ANSI A117.1 PIPES UNDER LAVATORY ICGANSI A117.1 w u ! SECTION 606.6 \ (FRP) p'l i (FRP) - a - (FRP) z i % Z (FRP) u,/� a HATCHED AREA INDICATES KNEFITOE CLEARANCE _ z : PER SECTION 308 O1 f� ✓�' ICC/ANSI A117.1 LINOLEUM SHEET FLOORING w. 8" LINOLEUM SHEET FLOORING Rae �re A�uor oescnpwe TURNED UP TO FORM COVE BASE TURNED UP TO FORM COVE BASE 11"MIN Stem I. V — / fififi - 7402 REGISTERED 9 ACCESSIBLE TOILET ROOM 1 A ITELT 0 VID SCIVA .. STA E WASMINGTDN 1 2 3 4 Copyright 0 2020 David Sova ALA (PAINT) (PAINT) (PAINT) (PAINT) Pmject Title: WALL MOUNTED LAVATORY: p 19" GERBER MODEL#12-654 28x42 40 Gayteway Business Park "(MIN) 6., \ w MAX (OR SIMILAR) FRAMELESS 12" 42" Lot 3 - z z ADA COMPLIANT 3HOLES ,MIRROR a \ a 8" WHITE VITREOUS CHINA 24" 12" 20015 67th Ave NE MIN LEVER STYLE HANDLES ----- - INSULATE SUPPLY AND DRAIN PERSECTIO 3309 _ Arlington, WA 98223 PIPES UNDER LAVATORY ICC/ANSI Al 17.1 ICC/ANSI A117.1 SECTION 606.6 o V.n RP)(FRP)(FRP) i v w / u HATCHED AREA INDICATES LA w z KNEE/TOECLRANCE INTERIOR ELEVATIONS PER SECTION 306 LINOLEUM SHEET FLOORING ICC/ANSI A117.1 � LINOLEUM SHEET FLOORING z TURNED UP TO FORM COVE BASE 11"MIN TURNED UP TO FORM COVE BASE Scale:As Noted 0n:«m by: pare: shed Remixc 13 ACCESSIBLE TOILET ROOM 1 DS 10123f20 r� cneurea by: doc wvmx" of-sheets L 3=6"w(2)1/2"0 BOLTS EACH MEMBER W EXISTING ROOF TO REMAIN-NO WORKANTICIPATED — NEW PRE-FINISHED METAL GUTTERS&DOWNSPOUTS REPLACE EXISTING - 10"PRE-FINISHED METAL CORNICE TRIM `•" — .t ;. ^� Architect NU-RAY NRM-8000 FLUSH PANEL SIDING COLOR"REGAL WHITE"SRI-88 I.. ''� David SOVa CHANGE PANEL RIBS TO HORIZONTAL PATTERN AT CORNERS _ o NU-RAY NRM-7000 RIBBED PANEL SIDING COLOR"CHARCOAL GREY"SRI-31 www.dsdaa.com Wftk-- - „. &, o' SPLIT FACE CMU COLOR"NATURAL"GREY O/H DR COLOR:GREY ETAL DOOR PAINTED GREY 2 NORTH ELEVATION L 3X3X6"w(2)1/2"O BOLTS EACH MEMBER o, EXISTING ROOF TO REMAIN-NO WORK ANTICIPATED --- - _ - - - NEW PRE-FINISHED METAL GUTTERS&DOWNSPOUTS REPLACE EXISTING ! - 10"PRE-FINISHED METAL CORNICE c NU RAY NRM-8000 FLUSH PANEL SIDING COLOR"REGAL WHITE"SRI-86 CHANGE PANEL RIBS TO HORIZONTAL PATTERN AT CORNERS NU-RAY NRM-7000 RIBBED PANEL SIDING COLOR"CHARCOAL GREY"SRI-31 MUTUAL MATERIALS SPLIT FACE CMU COLOR"DRIFTWOOD O/H DR COLOR:GREY METAL DOOR PAINTED GREY SOUTH ELEVATION 6 SCALE:1/8"=1'-0" 10"PRE-FINISHED METAL CORNICE TRIM NEW METAL GUTTERS&DOWNSPOUTS REPLACE EXISTING - MILGARDULTRAFIBERGLASS WINDOWS-COLOR"BLACK BEAN"OR SIMILAR ,w 1 _ II ;' - I'd i CHANGE PANEL RIBS TO HORIZONTAL PATTERN AT CORNERS NU-RAY NRM-8000 FLUSH PANEL SIDING COLOR"REGAL WHITE"SRI-86 NU-RAY NRM-7000 RIBBED PANEL SIDING COLOR"CHARCOAL GREY"SRI-31 __-- �. STANDING SEAM MTL SHED ROOF COLOR:BLACK a PAINTED STEEL BRACES COLOR:GLOSS BLACK fU � 08Ii821 DS K OIANDER CORRECTION LETTER 1V 20 MUTUAL MATERIALS SPLIT FACE CMU COLOR"DRIFTWOOD" - - -n"�e De _ cesmptun _.__ --. Stamp 9 EAST ELEVATION SCALE:118"=1'-0" 10"PRE-FINISHED METAL CORNICE TRIM m nie. NEW METAL GUTTERS&DOWNSPOUTS REPLACE EXISTING „e MILGARD'ULTRA'FIBERGLASS WINDOWS-COLOR: BEAN'OR SIMILAR i. i °' - '"• W y BUSIneSS Park a. — - - e a _ .1 C C-7 CHANGE PANEL RIBS TO HORIZONTAL PATTERN AT CORNERS OIJ Vlth Ave NE Lo - NU-RAY NRM-8000 FLUSH PANEL SIDING COLOR"REGAL WHITE'SR186 a _ _ Arlington,, A 98223 20 �,., r �M. 'n ton W NU-RAY NRM-7000 RIBBED PANEL SIDING COLOR"CHARCOAL GREY"SRI-31 ' - ti , "< Z PU T STANDING SEAM MTL SHED ROOF COLOR:BLACK s( 1 PAINTED STEEL BRACES COLOR:GLOSS BLACK DO EXTERIOR ELEVATIONS — — s MUTUAL MATERIALS SPLIT FACE CMU COLOR"DRIFTWOOD" Scale:As Noted D.by: Date: Sbeet Number: WEST ELEVATION DS 03/02/21 13 A 3.� CberxaE by: Job Number: -of-sheets -- ' - -- -- EXISTINGCORROGATED STEEL ROOFING "f- --- ----,- EXISTING PURLIN BOLTED TO FRAME Architect -- -I EXISTING GIRT BOLTED TO COLUMN David Sova -I- 18 GA PRE-FININSHED METAL GUTTERS,TYP _..-.... -.... ----1I CORRUGATED METAL SIDING www.dsdaa.com ADDITIONAL'Z'PURLIN PER SCTUCTURAL _. .-..... _...... -.-...----24 GA PRE-FINISHED METAL FLASHING -___.. ..-.... -... FOAM CLOSURE SET HEAD FLASHING IN SEALANT FIBERGLASS WINDOW FRAME-FIXED GLASS 4 WINDOW HEAD- JAMB SIMILAR SCALE: 1-1/2"=V-0" FIBERGLASS WINDOW FRAME-FIXED GLASS " ---.--_-..-_ --- -24 GA PRE-FININSHED MTL STEP FLASHING SHIM TO PROVIDE POSITIVE DRAINAGE "± ._-... .—...-...._-...-.....=PURLIN IER ------- ---- -- R SCTUCTURAL �..._.-......._ .—_..—.-.-...- .....FOAM CLOSURE ....-...._ - -CORRUGATED METAL SIDING ---LIGHT GA STEEL STUD INFILL FRAMING -4� �-- ---- -EXISTING STEEL COLUMN BEYOND ----- --- -HORIZONTAL STEEL'Z'PURLIN BOLTED TO COLUMNS 8 WINDOW SILL SCALE: 1-1/2"=1'-0" ,y I ' CORRUGATED METAL SIDING -- -_._. .-._ _.__.._.......-... CORRUGATED METAL SIDING - EXISTING STEEL COLUMN BEYOND EXISTING STEEL COLUMN BEYOND --FOAM SIDING CLOSURE �'-_-.. ... FOAM SIDING CLOSURE ----STEEL GIRTS BOLTED TO COLUMN,TYPICAL E--_... _ .__-.__ _: ....._._-.__ STEEL GIRTS BOLTED TO COLUMN,TYPICAL II _. - I STEM WALL t3'-0"AFp -------_."'- -- -- - ----STEM WALL*3'-0"AFF + - 0 GJ D..... __-...............FOAM CLOSURE -I-,...... 9 C ------24 GA PRE-FININSHED METAL FLASHING WITH °W 01 DS K OLANDER CORRECTION LETTER 1114120 - ---24 GA PRE-FININSHED METAL FLASHING WITH -- o"" "--""-'---` ""-" -" ' - HEMMED DRIP EDGE N°'° DBNDiw°p°on HEMMED DRIP EDGE D Stamp 7402 REGISTERED ITECT #4 REBAR 16"O.C.HORIZONTAL 124"O.C.VERTICAL , #4 REBAR 16"O.C.HORIZONTAL/24"O.C.VERTICAL P� MIN I"COVER STA E D vWAS iNGTNN D4 MIN 1"COVER ' - -- - - ----(2)ROWS 04 REBAR PINS,EPDXY SET INTO EXISTING D I CONCRETE STRUCTURE 0 24"O.C. " L.....- ._. ___ - I Copyright 4J 2020 David Sova AIA p�'a p D I,, vropclmN. - - -------------#4 REBAR PINS,EPDXY SET INTO EXISTING „ 3" ----EXISTING ANCHOR BOLTS D d. CONCRETE STRUCTURE @ 24"O.C. GayteWay BU$IIl2S5 Park D -.-- -FOAM EXPANSION JOINT FILLER -----------FOAM EXPANSION JOINT FILLER Lot 3 C _ --CONCRETE TOPPING SLAB MIN 1.1/2"THICK 200 rJ V 7tI1 Ave NE _ C'A q, ----------CONCRETE TOPPING SLAB MIN 1-1/2"THICK Arlington, WA98223 .b - -----EXISTINGFLOORSURFACE - --EXISTING FLOOR SURFACE _ p �I ._._ D .D / EXISTING ANCHOR BOLTS E0, EO D 4 D ah.0 Tna.. DETAILS 16., - -- ----EXISTING CONCRETE FOOTING/GRADE BEAM f ' D � QD EXISTING CONCRETE FOOTING/GRADE BEAM -/� P D � '' -_ - ._- __- �I-I -I,. � -. 'COMPACTED EARTH SLOPED AWAY FROM BUILDING -�- -- --- --COMPACTED EARTH SLOPED AWAY FROM BUILDING I I � Scale:As Noted --_. Drawn by: Dab: ah..t N..b.r: BASE OF EAST WALL OF WEST WALL Ds 10/23r20 A A 15 ScALE: 1-1/2"=1'-0" D_EBASE SCALE: 1-1/2"=1'-0" C--by: mbN..., A4•� -of-sheets SYMBOL LEGEND GENERAL NOTES AGENCY NOTES INDEX TO DRAWINGS u 1 ARCHITECTOF RECORD!DAVIDBOVA,HASOR WILL REVIEWAND COORDINATE ALL SUBMITTALS AND DOCUMENTS PROJECT DESCRIPTION: VANILLA IMPROVEMENTS TO EXISTING BUILDING TO AO.') COVER SHEET L PREPARED BY OTHERS INCLUDING ANY DEFERRED SUBMITTALS FOR COMPATIBILITY NTH THE DESIGN INTENT. MAKE THE SPACE MORE ATTRACTIVE TO POTENTIAL X SECTION SYMBOL AX.X toi -----DOOR NUMBER,SEE DOOR SCHEDULE 2 ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND AS REQUIRED BY THE CURRENT EDITION OF THE BUILDING CODE TENANTS Cl COVER SHEET. 3 ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION CONTAINED IN DOCUMENTS AND/OR SUBMITTALS SUPPLIED BY OTHER PROJECT ADDRESS: GAYTEWAY BUSINESS PARK C2 SITE PLAN A r c h I t e C t X ELEVATION SYMBOL OFFICE---ROOM NAME 4 EACH CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK.SHOULD A DISCRE- LOT 3 101 -ROOM NUMBER PANCYAPPEARIN THE SPECIFICATIONS OR DRAWINGS.ORIN THE WORK DONE BY OTHERS FROM THE CONTRACT Doc- 20015 67TH AVE NE C3 TESC PLAN David SOVa UMENTS THAT AFFECT ANY WORK,NOTIFY THE ARCHITECTAT ONCE FOR INSTRUCTIONS ON HOWTO PROCEED.IF THE CONTRACTOR PROCEEDS NTH THE WORKAFFECTED NBTHOUT INSTRUCTIONS FROM THE ARCHITECT,THE CONTRACTOR ARLINGTON,WA 98223 - 1 SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT TO THE SATISFACTION OF THE ARCHITECT.SHOULD A CON �1 _ FUCT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS,OR WHERE DETAIL REFER ENCESONCONTRACTDRAWINGS C'f GRADING PLI'1N X INTERIOR ELEVATION COVE BABE MATERIAL TYPE HAVE BEEN OMITTED,THE CONTRACTOR IS DEEMED TO HAVE ESTIMATED THE MOST EXPENSIVE MATERIALS AND CON- 4 CB-1 -—TAG NUMBER STRUCTION METHOD INVOLVED,UNLESS A NALITTEN DECISION FROM THE ARCHITECT NAS BEEN OBTAINED WHICH DES- TAX PARCEL#: 31051400200700 CRIBES ANALTERNATE METHOD AND/OR MATERIALS. C5 DRAINAGE UTILI I 1 P_-N 3 www.dsdaa.com 5 EACHCONTRACTOR SHALL CONFINE HIS OPERATIONS ON THE SITE TO AREAS PERMITTED BYTHE OWNER.THE WORK LEGAL DESCRIPTION: SECTION 14,TOWNSHIP 31,RANGE 05 QUARTER NW X. DETAIL SYMBOL ('., FIRE EXTINGVISHER,SURFACE SHALL BE DONEIN ACCORDANCE OATH APPLICABLE LAWS,LOCAL ORDINANCES,PERMITS AND THE CONTRACT DOCU- C6 TESC DETAILS IrIII.F.E. MENTS.THE JOB SITE SHALL BE MAINTAINED IN A CLEAN,ORDERLY CONDITION FREE OF DEBRIS AND UTTER,AND qX.% II MOUNTED - SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT.EACH CONTRACTOR DURING AND BUILDING CODE: " 2018 IBC,IPC.`,IEC.`,IMC IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH AND DEBRIS AS A RESULT C7 CONSTRUCTION DETAILS OF HIS OPERATION. : Q REVIBON SYMBOL 8 ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGEANDDE. ZONING GENERAL INDUSTRIAL(GI)AIRPORT PROTECTION - FIRE E%TINGUISHER,IN RECESSED : MWORATION UNTIL USE.FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK DISTRICT,SUB-DISTRICT'C' LANDSCAPE PLAN O REFERENCE SYMBOL F.E.C. CABINET yy ] EACH CONTRACTOR SHALL TOGETHER CUTRNGLYANNG OR HALLNOPATCHINGOFDAN HIS MyOTHAT MAYBE REOUIING TO MAKE VA LANDSCAPE NOTES LX DETAILS ITS SEVERAL PARTS FIT TOGETHER L WORKOR AN SHALL NOT ENDANGER LNG OTHER IWORKNGA BY CUTTING,EXCAVATING OROTHERW ALTERING T ORDAAGED INXECU PANTf W M ALL ORK.PATCHING,REWTHGAND REPLACING OF RIALSs CONSTRUCTION TYPE: III-B TRIALS AND SURFACES,CUT OR DAMAGED IN EXECUTION DF WORK,SHALL BE DONE WITH APPLICABLE MATERIALS SO X S G R /� THAT THE SURFACER REP LACED,UPON COMPLETION,MATCH SURROUNDING SIMILAR SURFACES. 1 A1.0 EXISTING FLOOR PLAN _ SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC 8 NO PORTION OF THE WORK REQUIRING A SHOP DRANBNG OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT.ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE SPRINKLER SYSTEM IN ACCORDANCE WITH 2O18 IBC A1.1 FLOOR PLAN/EXIT PLAN WITH APPROVED SHOP DRAWINGS AND SAMPLES. SEC.`7"ION 903.3.1.1 DIMENSIONS: A1.1.1 REFLECTED CEILING PLAN A ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWING SCALE.B. CEILING HEIGHT DIMENSIONS ARE FROM FINISH FLOOR SLAB TO FINISH FACE OF CEILING OCCUPANT TYPE: S-2 LOW HAZARD STORAGE A ID PROVIDE BLOCKING FOR WALL MOUNTED FIXTURES,ACCESSORIES AND EQUIPMENT -2'O. .INTERIOR ELEVATIONS 11 ALL OPEN JOINTS AND PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED - TABLE 508.4 NO SEPARATIONS A3.0 EXTERIOR ELEVATIONS 13 MAXIMUM IZRISE BETWEEN TOP OF THRESHOLD AND ADJACENT FINISHED FLOOR.CHANCE IN LEVEL BETWEEN I/4'. AND 1Z SHALL BE BEVELED WITH A SLOPE NO GREATER THAN I:2. TABLE 1004,1.2 OCCUPANTLOAD: - 14 ALL DOORS SFIALLBE PROVIDED WITH LEVER HARDWARE OPENABLENATHA SINGLE EFFORT WAREHOUSE t7,670.SF/500SF= 15 A4.O WALL DETAILS 15 ALL LEGAL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WMTHOUTTHE USE OF KEY OR SPECIAL KNOWLEDGE OR EF FORT.EXIT SIGNS SHALL BE PROVIOEDAT ALL EXITS AS REQUIRED BY CODE.ALL DOOR SWINGS SERVING AN OCCU- TABLE 1006.2.1 S2 OCCUPANCIES WITH ONE EXIT: PANT LOAD OF SD OR GREATER SHALL SWING IN THE DIRECTION OF EXIT. :MAXIMUM OCCUPANT LOAD=29 (ACTUAL IS 15) 16- ADJUSTDOORCLOSERSATEXTERIORDOORSTOasLBS.OFPRESSURE,ATINTERIORDOORSTO5MS.OFPRESSURE, MAX COMMON PATH OF EGRESS TRAVEL=-100' AND FIRE RATED DOORS TO 15 LBS.OF PRESSURE. 11 PROVIDE SIGN OVER MAIN ENTRY DOOR NMICH READS'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS' WITH LETTERS NOT LESS THAN V HIGH ON CONTRASTING BACKGROUND TABLE 1006.3.2(2) N/A(ONE FLOOR) 18 DOOR OPENING FORCE:W LBS.MAX APPLIED TO LATCH SIDE.. TABLE 1007.1.1 N/A 19 ALL NEW GYP BOARD WALLS SHALL RECEIVE A LEVEL 4 SURFACE AND PAINT FINISH,U.N.O. 2D ALL INTERIOR MATERIALS AND FINISHES SHALL BE A MINIMUM CLASS III FLAME SPREAD TABLE 1017.2 MAX EXIT ACCESS TRAVEL DISTANCE: 21 PROVIDE FIRE EXTINGUISHERS PER CODE(EVERY]5'-D'J AND FIRE MARSHALL'S INSTRUCTIONS S-Z OCCUPANCY - 400' 22. ALL PIPING SHALL BE IN WALLS OR FURRED CEILING SPACES UNLESS NOTED OTHERWISE. - - 23 VERIFY ALL THERMOSTAT AND ELECTRICAL PANEL LOCATIONS NTH ARCHITECT OR TENANT PRIOR TO FINAL INSTALLATION - 24 ALL LIGHT FIXTURES&BALLASTS SHALL BE ENERGY SAVING TYPE. 25 MEN OUTLETS AND JUNCTION BOXES ARE INDICATED ON OPPOSITE SIDES OF A WALL.THEY SHALL BE SEPARATED BY AMINIMUM OFONE STUD, PROJECT TEAM OWNER: CONTRACTOR: GAYTEWAY BUSINESS PARK LLC PATTISON GENERAL CONTRACTOR PO BOX 1727 15235-NE 90TH STREET BUILDING'U' PERMIT S E T 'N':,'a 9 A BELLEV WA REDMOND 98052 Y, s PHONE:UE N/A CONTACT: W ANDY FORTING 9800 f "s.. x `^ i. r lr1�k r F-,, fir, :. *i - m ;' :< - sL PHONE: 206,851.9551 _ d;' -v y;i, i"W Jensen St ' .. 2US h ENE '1..;,... o S,t111aguamish Valley r ...,,., o m TENANT: FAX - 425.497.8223 "` 1 u EMAIM NONE EMAIL andyf@pattisongc.com T - — Pioneer Museum " NE z - T— u �g,I q !y;r r'- St _NE CONTACT: STRUCTURAL ENGINEER: - - I ,,; BTL ENGINEERING 7 \ P Q„.'_ . PHONE: AaFt eQ}c Safeway a i isI) q ? EMAIL: 19011 WOOD.SNO ROAD NE -J --- — S �~ z 3(J$C( Aut _ SUITE 100 v m,. ---" WOODINVILLE,WA 98072 f� ]o ARCHITECT: MC;DOnaId�S P �` eek �- --------- -- 4UttyS JUnnyarrl Grill ?o,StPINE `. z PE — -- DAVID SOVA CONTACT BRIAN LAMPE SE N �bN2+ K.O ANDER CORREC IDN LE ER itp 20 _ - L;. -� �' • ;`' 16915 SE 272nd STREET PHONE: 425.814.8448 — � r 204thstNE t _20amseNE- o a ?, `'. 2litat"st:NE )< , SUITE100-180 EMAIL: bdan.lampe@btleng.net W 200th-PI NE._• s, ;::: -� 1,,y. Stamp jton Cemetery© ) x .O r# covINGTON,WA ssoaz r 20015 67ih a `g Q'e -'' = K ! - t CONTACT: DAVID SOVA AIA CIVIL ENGINEER&LANDSCAPE ARCHITECT: 7402 r,,s 1e O ""`.','*+R*:Y.a�.�...-.,y, REGISTERED w Avenue Northeast y, „''` ', "'r; ✓ PHONE: 206.617,9010 BARGHAUSEN CONSULTING ENGINEERS cTECT '' 4 1 N '' 18215 72na AVENUE SOUTH \21 t9etn'St NE #'• 0 k. EMAIL: david@dsdaa.com PINE NT,WA 98032 for Aerospace AMT CONTACT: JASON CAREY n vm SGVA faith St NE tO�' ? PHONE: 425 656-7450 sTA E. WASHINGIDN n -¢ BTth Pi NE _ PROJECT s �. . x '9 EMAIL: ! gr � , , Jcarey@barghausen.com LOCATION '�: ry o� Copyright 02020 David Sova AIA 7f j� ' 199thstN = — e DIFFERED SUBMITTALS P�,�nAe " 1f r_ s`�� 7 ' ,; �€ ��� . D R Gayteway Business Park unity Recycling w l ::. r fi Lot 3 �L sferStation z , ` B BFabricatorsF t ts°`% MECHANICAL PERMIT DIFFERED _r._:D 20015 67th Ave NE RATE ( fi - a ELECTRICAL PERMIT DIFFERED Arlington, WA 98223 Goo le - g - A PLUMBING PERMIT DIFFERED u FIRE SPRINKLER PERMIT DIFFERED aw 8—T. I s> PY Qover Sheet Eae�e;Werl l J AUG a, zj:, CITY OF ARL I N GTON A��fjlg EU LDINc o_p ., Scale:As Noted APPF{C�V" VICINITY PLAN NORTH LOCATION MAP NORTH 1�UJ ���j Q GMe 6 aNmS e Ly - 7 DS 10/23P20 14 15 SCALE:NOT TO SCALE SCALE:NOT TO SCALE Hoc An L SAur a AO. u SSA eet v FF SEP 0 S 2022 cncamac: uD Nw aec BUILUItiGIns u, -of-sheets 0FFICEc SfTE PLAN d FOR N GAYTEWAY BUSINESS PARK-LOT 3 W PTN OF THE NE1l4, OF THE SW114 OF SEC. 14, TWP. 31 N., RGE 5 EAST, W.M. U) CITY OF ARLINGTON, SNOHOMISH COUNTY, STATE OF WASHINGTON LL j 0_ F- e 7 N88'37'33"W 283.98' Z 0)co CO W L@j ----------— - --- f --- -- - — ---- ------- W Z F- 0 10' 20' 40' a � o z - ---- - ------ , Y g M - SCALE:1"=20' �FIS'BL ____ ------ ---7 " I® SITE PLAN NOTES � Z1. EXISTING BUILDING TO REMAIN AND BE ENCLOSED. SEE ARCHITECTURAL ! LL PLANS FOR ADDITIONAL INFORMATION. Q 2. EXISTING ASPHALT TO REMAIN. rr 1I1 �'3. SAWCUT LINE.4. REPAIR UTILITY TRENCH WITH ASPHALT PAVEMENT SECTION THAT 1% I IV, BSBLI� 1,1J11 HMATCHES THE EXISTING CONDITION AT MINIMUM. SEE DETAIL 1/C7. '1 1 a 1 1 15. EXISTING INFILTRATION POND WITH MINIMUM VOLUME OF 9,046,091 CF. 13 6. EXISTING SHED TO REMAIN. - I , 18 _ 7. EXISTING FENCE TO REMAIN. ;I 7 � 1 B. EDGE OF PAVEMENT. 00 I (/ 9. PROPOSED FENCE, COORDINATE TYPE AND HEIGHT WITH OWNER PRIOR Lf) - W I I I I I I I R.O.W. ' Z. 0)TO CONSTRUCTION. N Q I '1 i I i I I i i,'I i 18 10. EXISTING CONCRETE PAVEMENT TO REMAIN. 3 i I i I I 11 D J ~ it%I% it 11. PROPOSED 20' ROLLING GATE. 111j1 /1 12. EXISTING FENCE AND GATE TO REMAIN. Q LLI I ' j CDf 1/11I'+1 jfj 13. FILL.EXISTING POND TO THE PROPERTY LINE. ;%;%;i a m 14.EXISTING WALL TO REMAIN. 1 LU 15. PROPOSED WATER LINE. I %r 1 i;1%i r i' C z a W �.;; 2 ' - 16. PROPOSED SEWER LINE. _ - 3 EX. BUILDING ;'j;';;�;')))�;;'/ ' Q LLI 17. PROPOSED GRAVEL AREA. - I ? 7,943 SF m 18. PROPOSED ROOF DRAIN. 6 ' '' ILL 19. PROPOSED RIP RAP. SEE C5 FOR SPECIFICATIONS. I I'I I 1 1� ' 0 , 18 1 1Ilj , k 1 1 1 1%(1 i � � , y 47671 O �� NA L EIEF \ate SCOPE OF WORK NOT Sro H� (-i ;1 1 1 1 1 1 THE EXISTING BUILDING WILL BE CLOSED OFF WITH FIRE SPRINKLERS I' I I"" '' OB 13 2021 INSTALLED INSIDE.THE INTERIOR AND EXTERIOR OF THE BUILDING WILL MEET 1111 I I ' �I I 1 1 1 1 �-' � )d1111!!l14FF x J —.. c'. ii li ! DESIGN REVIEW STANDARDS FOR PRIVATE OR ATE OWNER/TENANT � ' I COMMERCIAL TENANT USE IN THE FUTURE. 1 ' - z ;i 1 i t/Iit 'I THE EXISTING BUILDING WILL CONNECT TO AN ON-SITE STORM SYSTEM THAT t 78 °a 18 i I jINCLUDES AN INFILTRATION GALLERY.THE EXISTING PARKING AREA WILL 1 t --� I ) x DRAIN TO A NEWLY CONSTRUCTED BIORETENTION AREA AND OTHERWISE " + III 1 11 1 1 MAINTAIN EXISTING FLOW PATTERNS. , �. 11111 I 18 WATER,SEWER,AND POWER WILL CONNECT ON-SITE. THE EXISTING ASPHALT PARKING LOT WILL BE MAINTAINED AS EXISTING WITH - 1 , 3 17 GRAVEL ADDED TO PERIMETER AREAS.A BLACK VINYL COATED CHAIN-LINK 15 FENCE WILL BE CONSTRUCTED ON THE SOUTHERN END OF THE SITE WITH $ TWO ROWING GATES TO MANAGE ACCESS. ' \ 10 r IIIt1I _ ' I IF THE BUILDING WERE TO BE USED FOR COMMERCIAL USE IN THE FUTURE AND REQUIRED ANY OF THE FOLLOWING ITEMS TO BE CONSTRUCTED,THEY WOULD BE REQUIRED TO MEET CURRENT CITY DESIGN CODE AND 1 4 STANDARDS: 1. TRASH ENCLOSURE 9 �- { 2. SITE LIGHTING 0 J c w 3. LANDSCAPE SCREENING O! a 4. PRIVATE PEDESTRIAN ADA ACCESS TO THE SITE I - 1 - I W a i 5 \\ ; C N 'f 5. SERVICE AREAS Q OD N a 6... MECHANICAL EQUIPMENT SCREENING m N in C Ln..r tv 10 0 N N m U 00`1 s n M " Know what's below. E C) M M m �� Call before you dig. ti o N Architect David Sova www.dsdaa.com 24'_S". 26'1" 26'4" - 26'-4" 260" —f — — — — — — — — — — _ — — — — I , � I I sw.p 7402 REGISTERED ' A ITEL7 I VID SDVA STA E WASHINGTON 1 CopYnght©2020 DsvW S—AIA Pmjsm Tft Gayteway Business Park Lot 3 20015 67 h t Ave NE — -- - -- Arlington, WA 98223 - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - — - - -- - - - - — - - - - - - - -- - - - - - - - shee1,he EXISTING FLOOR PLAN j Scale:As Noted NORTHorewn M� oem: sn-rv--: 13 EXISTING FLOOR PLAN DS 10/zsrzo A 1.Q Checks!Ey: JOE Numper -of-sheets 01 / -- - MAX HEIGHT 310-0'AFF —SEE NOTE'B' FRAME: S..1GA Spacing 2605125-18 18"O.O ---'SEE NOTED' I. 3508125-18 16"O.C. / 3628125-18 16"C.C. e / FACING: Mebdal Thickness STEEL STUDS SIZE VARIES GWB ES.. � 01 TYP A r c h i t e c t l T 3" 3 1 8 /�� 1'-5" 3. 1'-3, ; David Sova NOTES: u TOILET ROOMS TO REHEATED \ X -'� / ( - A TOILET PARTITION WALLS WITH RECESSED HEATERS TOILETI III 'CADET WALL CAL SUBS / B) ATTACHSTUDSTOTRACKSWITHAMINOF PER MECHANICAL SUBMITTAL / TOILETZ (2)86 SCREWS(1 EACH SIDE) --SEE NOTES'C' www.dsdaa.com C) GYP IS ATTACH WITH I-1/4'TYPE S#6 COATED STEEL SCREWS SPACEDB"OC EDGES AND 17 OC IN THE FIELD. --5/8"GWB EACH SIDE / D) BRACE WALLS EVERY4'-0" T—SEE NOTES' E) SILL TRACK IS ATTACHED TO CONCRETE DECK h WITH POWDER ACTUATED FASTENERS Q 24.0•C --SEE NOTES' MIN 3/4"EMBEDMENT SEALANT BEAD TYP. STRUCTURE 2 WALL TYPE 3 ENLARGED PLAN -TOILET ROOMS ne ifi p AO 0 / - SIM 16 A4.0 I r . gF I aoo � ° B I I is 18'%18'STEEL ROLLING OVER HEAD DOOR 15'zb'STEEL ROLLING OVER HEAD DOOR I ----- STORAGE WAREHOUSE --.--- I I I I _ K 01ANDERCORRECTION LETTER 119fRp l 20 7 7402 REGISTERED ' - ITECT T-6"CLEAR 7-6'CLEAR A$' g SO ) D VID SOYA i G STA E WASHINGTON TI r m I I ' Copyright®2020 David Sova AIR v ICJ Gayteway Business Park Lot 3 20015 67th Ave NE Arlington, WA 98223 rL ,5 A4.0 .,nip.Tiuc PROPOSED FLOOR PLAN / Scale:As Noted NORTH D-DY 0-: 13 PROPOSED FLOOR PLAN DS 10/23/20 SCALE:3/16"=1'-0" ch..w y: .DNN,..I A1.1 -of-sheets SYM TYPE DESCRIPTION QTY WATT EA. TOTAL NOTES TOP OF WALL 310'-0"AFF T5 HIGH BAY WAREHOUSE LIGHTING � 20 ' 56 WATT 1,120 LED III - 0 S4 4'LITHONIA LIGHTING LED SURFACE MOUNTED STRIP LIGHT 2_ 36 WATT 72 LED NEW CORRUGATED METAL SIDING ATTACH STUD TO TRACK WITH#8 SCREWS O SZ 2'LITHONIA LIGHTING LED SURFACE MOUNTED STRIP LIGHT 26 WATT 54 LED A �' C I L l.i C L AT TOP AND BOTTOM TYPICAL - EXISTING RED IRON i COLUMN � David t O OPERATE WHEN ROOM LIGHT IS ON i0 avi OVa r s I d i( ( ( 1 -- ATTAC T H TRACK/LEDGER WITH(3)#8 50 GFM EXHAUST FAN T I $00 33 FSl1D AS iI0ST,fi# 6 O'C \ I` `" Ii r I, SCREWS AT EACH VERTICAL STUD ❑ - SELF ILLUMINATING LED EXIT SIGN i 1 5 WATT -5 ' I \.i \ �1 - 600T182-33 STL TRACK AS LEDGER (� OOT182'33fLTRACKIA,S RIM,�OIST ';� ` r I I �. ), /• Y TOILET ROOM CEILING 8 0 AFF W W W.d 5 d d e.C O ITl 3 TOTAL PROPOSED WATTS: 1,244 NOTES: a)FINISHED CEILING HEIGHT VARIES:MAX IS I V-0"AFF,MINIMUM IS 8'-0"AFF b)MAXIMUM WATTAGE FOR'WAREHOUSE IS:0.40 X 7,753 SF 3,102 WATTS 5/8"GYP TYPICAL C)N/A _ 5/8"GYP TYPICAL I,, -. _ d1 N/A WATTS FIBERGLASS BATT INSULATION d)MAXIMUM ALLOWABLE WATTS = 3,102 WATTS 1 TOILET ROOM CEILING 3 LIGHTING SCHEDULE j — — — — — — — — — — — GAS FIR ED'REZNOR'HEATER IS'AFF>O " (FREEZE PROTECTION ONLY) REFER TO MECHANICAL SUBMITTAL - 1 I I I r I� j I I I I j I i I u � OPEN TO ST RUCTURE I I NWe ONe ANFmr pcactlpryon I ( Stamp i i 1 I j 740 2 REGISTECTO - STA E WASHItp'iTON i o I i i COPYright©2020 David Sove AIA OtGA$FIRED'REZNOR'HEATER 15-AFf [� cn I' (FREEZE PROTECTION ONLY) I' Gayteway Business Park REFER TO MECHANICAL SUBMITTAL Lot 3 20015 7 6 th Ave NE Arlington, WA 98223 CEILING PLAN - `;- Scale:As Noted NORTH o,aw"�y GIs: $ Mm G REFLECTED CEILING PLAN DS 10/2 3/'2oo p f SCALE:3/16"=1,-6„ CnackM by: Job Numbm - - - -of-sheets Architect David Sova www.dsdaa.com TOIET FIXTURES REQUIRED ACCESSORIES TOILET: KOHLER"WELLWORTW CLASSIC TWO-PIECE ELONGATED 1.28 GPF TOILET A. 18"SS VERITCAL GRAB BAR 12"ROUGH-IN MODEL#K-3575 COLOR WHITE(LEFT SIDE HANDLE) B. 36"SS HORIZONTAL GRAS BAR - HANDLE: KOHLER POLISHED NICKEL(CHROME FINISH)K-9380-L-SN C. 42"SS HORIZONTAL GRAB BAR D. SS TOILET PAPER DISPENSER SEAT KIT: KOHLER GRIP-TIGHT"CACHET"Q3-COLOR WHITE-K-4636.0 E. SS PAPER TOWEL DISPENSER SINK: KOHLER"SOHO"WALLHUNG K-2053,COLOR WHITE F. SOAP DISPENSER FAUCET: KOHLER"TRITON"(3 HOLES)6"SPREAD(CHROME FINISH)K-7471-K-CP G. INSULATED DRAIN/SUPPLY COVERS FOR LAVATORY / \ LEVER STYLE HANDLES) H. 2SX42 FRAMELESS MIRROR / \ ( b NOTES. NOTES: METAL PANEL SIDING 1.http://www.us.kohlecCOm/us 1. MINIMUM CLEARANCES FOR ACCESSIBILITY ARE FROM FACE OF FINISHED GYP. 2. FIXTURESIACCESSORIES SHALL MEET IBC SECTION 1109 8 ICC/ANSI A117.1. 3. PROVIDE SOLID BLOCKING OR BACKING FOR WALL MOUNTED EQUIPMENT AND GRAB BARS CONCRETE STEM 38 84 METAL 3647E AL 4. THE CLEAR FLOOR SPACE FOR A FIXTURE MAY NOT OVERLAP THE CLEAR FLOOR SPACE WALL BEYOND OR FAME DOOR FRAME \ / REQUIRED FOR ANOTHER FIXTURE,EITHER AT THE FLOOR LEVEL OR ABOVE IT.PER ICC A117.1 8"RUBBER COVE BASE-- --— — - --- ---- TOILET ROOM FIXTURES TOILET ROOM ACCESSORY NOTES 7 TOILET ROOM EXTERIORS 1 2 3 4 (PAINT) p. (PAINT) (PAINT) (PAINT) 40" WALL MOUNTED LAVATORY: f�0 f7 —. IlIX42 GERBER MODEL#12-654 19.. pp / g^ 38"(MIN)' pRAMELESS (OR SIMILAR) 42" 12" M(kROR ADA COMPLIANT 3 HOLES --y` WHITE VITREOUS CHINA MINI a ----- �✓ �" LEVER STYLE HANDLES PER SECTION 309 INSULATE SUPPLY AND DRAIN �, ----- -- PIPES UNDER LAVATORY ICCIANSI Al i7.1 ICCIANSI A117.1 bc SECTION 808.6 (FRP) Tf ,, z (FRP) ( ) (FRP) w HATCHED AREA INDICATES—KNEE/TOE CLEARANCE FRP o� f i g' W LL I \ I - - PER SECTION 308 s ✓" ICC/ANSI A117.1 LINOLEUM SHEET FLOORING 'K-- N LINOLEUMSHEETFLOORING yu ^ g" TURNED UP TO FORM COVE BASE 11"MIN Stamp TURNED UP TO FORM COVE BASE O _.. U J•- 7402 REGISTERED 9 ACCESSIBLE TOILET ROOM 1 TEST SCALE:3/8"=1'-0" D VID SDVA STA E gASHINGTON 1 2 3 4 -- Copyright C 2020 David Sova AIA (PAINT) (PAINT) (PAINT) (PAINT) r.c xi nu.. o}' WALL MOUNTED LAVATORY: --40 --& Ga tewa Business Park 19" GERBER MODEL#12-854 28x42 36"(MIN) g^ Lot 3 F MAX (OR SIMILAR) FRAMELESS __ __ 12" 42" z - - ADA COMPLIANT 3 HOLES MIRROR µCM ...- .._'' II,, e" WHITE vrtREous CHINA :! 24" 12" - _ 20015 67th Ave NE o. MIN LEVER STYLE HANDLES .. -- -" - INSULATE SUPPLY AND DRAIN PER SECTION308 " --, __ _ -.._._....... � Arlington, WA98223 -- -- ---- -- - PIPES UNDER LAVATORY ICC/ANSIA117:1 § U, --. . ICC/ANS A717.1 SECTION 606.6 ' (FRP) (.F'-R—P)—I PIPER —— .(FRP) (FRP) HATCHED AREA INDICATES KNEEROE CLEARANCE IsnN..,TE. RIOR ELEVATIONS ---- / S PER SECTION 308 LINOLEUM SHEET NG TURNED LINOLEUM 0 FORM COVE BASE 11"MIN ICC/ANSI g117.1 TURNED UP TO FORM COVET BASE _. -'� Scale:As Noted b oaw.ee om.. so.a 13 ACCESSIBLE TOILET ROOM 1 DS 10/23/'20 p n Ch—d er: J.e Ha.,m,: A2.O of-sheets JO% 3"vr.� -001S` 6'7a� A*jE WE L.-VT 3 ql•2c.i�►�'ro� � w� TV I LeT geo M , CokM t2ACIok. 514AA4. P Q.OY i M bA IO �-iTRgp �f�1� t�N � � WA STD � V fG w'f ► Nth P , ex PAS IoN Tip 4, , A �!D - 4ug DCZ410 I ND,mcT -r/IP W 1 TPAP Pm,ts%,t Ef 3" SA Ai f Tit Sig -M P,o .c� , 'tea ��- pert: T, ,� �Z•� AAA I I-J 0-w 0 w AMMM, o Cpt•t-TV-Pre,-Cclv, -54Wt t., � �1 i�r, G;�. PP�s5uee- r-,-v-,c Z: Ps t , M N � f W FOPY -OFFICE �q , 3" yycp; 3� MY OF ARLEN TON 1 BUILDING DEPARTMENT APPROVED DATE SY 3N O CH NGES AUTHORI7_ED Receive UNLESS APPROVED BY THE BUILDING INSPECTOR SEP 0 8 2022 �N ) 4 6— ig BRADFORD WHITE° W A T E R H E A T E R S Lowboy Electric Water Heater The Lowboy Electric Models Feature: 109W1 Bradford White is ISO registered to the 9001-2008 standard. S I A N D A R D ■ UL-174 and IEC Certified. ■ Applications—Standing at a height of less than 33", Lowboy models are ideal for installations where space is at a premium and are perfect for tight installations such as a closet or under a counter. ■ Fully Automatic Thermostat Controls—Fast acting surface-mount thermostat with high limit energy cut-off(manual reset)for safety. ■ Direct Heat Transfer With Immersed Elements—Transfers heat directly and efficiently to the water.Screw-in style. ■ Factory Installed Hydrojet®Total Performance System—Sediment reducing device that also increases first hour delivery of hot water while minimizing temperature build-up in tank. ■ Vitraglas® Lining—An exclusively engineered enamel formula that provides superior tank protection from the highly corrosive effects of hot water.This formula(Vitraglas°)is fused to the steel surface by firing at a temperature of over 1600°F(871°C). ■ Insulation System-1" (25mm) Non-CFC foam insulation covers the sides and top of the tank, reducing heat loss.This results in less energy consumption, improved efficiencies, and jacket rigidity. Photo is of ■ Water Connections-3/4" (19mm) NPT factory-installed true dielectric fittings M-I-201_6DS extend water heater life and simplify water line connections. ■ Protective Anode Rod—Provides added protection against corrosion for long-term,trouble-free service. ■ Simultaneous and Non-Simultaneous Operation Available—Simultaneous 1� operation indicates when both elements(if equipped)are being heated at the same time. Non-Simultaneous operation indicates when one element is being Copper Screw Type Immersion Element heated at a time. (INCOLOY`�type immersion element available upon request) ■ Voltages Available-120V, 208V, 240V, 277V, 380V, 415V, 480V. ■ Single Phase or Three Phase Operation Available—1 20V&277V may only be wired for single phase operation. ■ T&P Relief Valve Included—Side T&P is standard. Optional top T&P location is available. ■ Low Restriction Brass Drain Valve—Durable tamper proof design. ■ Suitable for residential and light duty commercial applications. MET. Residential Warranty.6 or 10 Year Limited Tank Warranty/1 Year Parts Warranty. �L c&us CIP® Commercial Warranty;3 or 5 Year Limited Tank Warranty/1 Year Parts Warranty. LISTED LISTED For more information on warranty, please visit www.bradfordwhite.com MANUFACTURED UNDER ONE OR MORE OF THE FOLLOWING U.S.PATENTS:5,682,666;7,634,976;5,660,165;5,954,492;6,056,542;6,935,280;5,372,185;5,485,879;5,574,822;7,971,560;7,992,526;6,684,821; 6 442 178;7 334 419;7 866 168;7,270,087;7,007,748;5,596,952;6,142,216;7,699,026;5,341,770;7,337,517;7,665,211;7,665,210;7,063,132;7,063,133;7,559,293;7,900,589;5,943,984;8,082,888;5,988,117; 7:621:238;7:650:859;5:761:379;7,409,925;5,277,171;8,146,772;7,458,341;2,262,174.OTHER U.S.AND FOREIGN PATENT APPLICATIONS PENDING.CURRENT CANADIAN PATENTS:2,314,845;2,504,824;2,108,186; 2,143,031;2,409,271;2,548,958;2,112,515;2,476,685;2,239,007;2,092,105;2,107,012.Vitraglas®and Hydrojet®are registered trademarks of Bradford White®Corporation. EX202-0322 Lowboy Electric Water Heater Model Capacity Recovery A B C D Approx. Number 90°F Rise Floor to Jacket Floor to Floor to Shipping Heater Dia. Water T&P Weight Top Conn. Conn. U.S. Imp. U.S. Imp. Gal. Gal. GPH* GPH* in. in. in. in. lbs. M-I-20L6DS 19 16 21 18 243/4 18 26 191/</247/8 58 M-I-30L6DS 30 25 21 18 293/4 20 31 24/293/8 86 M-I-40L6DS 40 33 1 21 18 1 311/4 1 22 1 321/8 2411a/31314 115 M-I-50L6DS 47 39 1 21 18 1 313/4 1 24 1 331/s 241/a/313/4 140 Model Capacity Recovery A B C D Approx. Number 50°C Rise Floor to Jacket Floor to Floor to Shipping Heater Dia. Water T&P Weight Top Conn. Conn. Liters/ Liters Hour mm. mm. mm. mm. kg. M-I-20L6DS 72 76 629 457 660 489/632 26 M-I-30L6DS 1 114 1 76 1 756 1 508 1 787 1 610/746 1 39 M-I-40L6DS 1 151 1 76 1 794 1 559 1 835 1 613/806 1 52 M-I-50L6DS 1 178 1 76 1 794 1 610 1 841 1 613/806 1 64 For 10 year models,change suffix"6"to"10". For single element models change suffix"D"to"S". *Based on 450OW/450OW,Non-Simultaneous operation. All models feature optional top TO location and must be specified when ordering. Wattage Limitations for Voltage Simultaneous Operation 120V 208V 240V 277V 380V 415V 480V 150OW/150OW yes yes yes yes yes no yes 2000W/2000W no yes yes yes yes yes yes 0 0 Recovery A 250OW/250OW no yes yes yes yes yes yes yl 811 1r GPH Temperature Rise°F 3000W/3000W no yes yes yes yes yes yes Wattage 60 80 90 100 120 0 3500W/3500W no yes yes no yes yes no 150OW 10 8 7 6 5 4000W/4000W no yes yes yes yes yes yes 2000W 14 10 9 8 7 450OW/450OW no yes yes yes yes yes yes ~B~ 250OW 17 13 11 10 9 5000W/5000W no yes yes yes yes yes yes 3000W 21 15 14 12 10 550OW/550OW no no yes no no yes no nu 350OW 24 18 16 14 12 6000W/6000W no no no yes no yes yes 4000W 28 21 18 16 14 450OW 31 23 21 19 15 Wattage Limitations for Voltage 5000W 34 26 23 21 17 Non-Simultaneous A Op 550OW 38 29 25 23 19 Operation 120V 208V 24OV 277V 380V 415V 480V C 6000W 41 31 28 25 21 150OW/150OW yes yes yes yes yes no yes 2000W/2000W yes yes yes yes yes yes yes ♦(GPH based on Non-Simultaneous 250OW/250OW yes yes yes yes yes yes yes © operation,when Simultaneous 3000W/3000W yes yes yes yes yes yes yes operation the GPH will approximately 350OW/350OW no yes yes no yes yes no •"D"dimension listed as side/top. double.) 4000W/4000W no yes yes yes yes yes yes 450OW/450OW no I yes I yes yes yes yes yes 5000W/5000W no yes yes yes yes yes yes 550OW/550OW no yes yes no no yes no 6000W/6000W no I yes yes yes no yes yes General All models UL®listed.These heaters are wired inter-locking(Non-Simultaneous,Single Phase)240V with two 450OW elements,unless otherwise specified. All water and electrical connections are 3/4"NPT(19mm). All models certified at 300 psi test pressure(2068 kPa)and 150 psi working pressure(1034 kPa.) Dimensions and specifications subject to change without notice in accordance with our policy of continuous product improvement. Suitable for Water(Potable)Heating and Space Heating. Toxic chemicals,such as those used for boiler treatment,shall NEVER be introduced into this system.This unit may NEVER be connected to any existing heating system or component(s)previously used with a non-potable water heating appliance. Telephone:215-641-9400•Email:international@bradfordwhite.com/www.bradfordwhite.com Built to be the Best® EX202-0322 02022,Bradford White Corporation,USA.All rights reserved. Printed in U.S.A. P COMMERCIAL PLUMBING APPLICATION Community&Economic Development City of Arlington •18204 59th Ave NE•Arlington,WA 98223• Phone (360) 403-3551 WHEN is a PLUMBING PERMIT REQUIRED? The City of Arlington requires a plumbing permit before a plumbing system or fixture is installed, altered, or remodeled. This includes commercial, tenant improvements, multi-family buildings, roof drains, and overflows, medical gas systems, commercial kitchens, grease traps and interceptors, sumps and cross connection backflow devices. The City of Arlington does not require a permit to stop leaks or clear stoppages,tuiless the piping is repaired,altered or replaced. SUBMIT ELECTRONIC FILES AND TWO (2) COPIES OF THE FOLLOWING FOR PLAN REVIEW: ❑ Plumbing plans or drawings. (Mininnum plan size is 18"X 24"scale,1/"scale for details.) ❑ Fixture specifications and equipment(cut sheets)with locations. ❑ Location and type of all backflow assemblies for each fixture. IN ADDITION TO ABOVE,SUBMIT TWO(2) COPIES OF THE FOLLOWING,IF APPLICABLE TO YOUR PROJECT: ❑ Calculations for Grease Interceptor. ❑ Pipe size and location of sanitary and potable water systems. ❑ Riser diagram of waste,vent,and rain water systems,including sizes. ❑ Medical gas piping riser diagram,type of gas,storage room and size of piping. Type of Permit: 0 New Installation ❑ Addition/Alteration/Repair ❑ Industrial 20015 67th Ave N E 18,900 Property Address: Project Valuation: Lot#: 3 Parcel ID No.: Preferred Contact: O Owner 7Contractor Project Description: Install two (2) toilet rooms within structure. Plumbing ground work, rough in, and set Owner Name: Gayteway Construction Company Office No.: 425 455 6785 Email Address: Jennifer@ gaytewayconstruction.com Cell No.: Mailing Address: PO Box 1727 City: Bellevue State: WA Zip: 98009 Contractor Name: Regional Mechanical Office No.: 425 299 1266 Email Address: CoreyregionaI@comcast.net Cell No.: Mailing Address: 3502 Creswell Rd City: Snohomish State: WA Zip: 98290 L&.I Contractor License Number: REGIOM L794P K Expiration Date: 10/08/2023 REV1.2020 Pagel of 3 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 re pair piping x $15.00 = BackflowAssenibly 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 = Drirkng Fountain X 1 $15.00 = Floor Drains x $15.00 = Grease Interceptor x $75.00 = Grease Trap x $25.00 = Hose Bibb 2 x $15.00 = 30.00 Iceniaker Refri erator x $15.00 = Irrigation- per meter x $25.00 = Kitchen Sink&Disposal x $15.00 = Laundry Tray x $15.00 = Lavatory 2 x $15.00 = 30.00 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. x $ 15.00 = Toilets 2 x $15.00 = 30.00 Urinal x $15.00 = Vacuum Breakers x $25.00 = Water Heater 1 x $25.00 = 25.00 Water Heater- Tankless x $25.00 = Permit Fee 140.00 Table 4-6; Plan Review Fee Processing/Technology Fee $25.00 Total 165.00 REV1.2020 Page 2 of PROPOSED BUILDING USE New ❑ Restaurant ❑ Automotive Based ❑ Addition/Alteration ❑ Office ❑ Machine Shop ❑ Industrial ❑ Medical ❑ Other: CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply. ❑ Ice Machine ❑ Dialysis Equip. ❑ Airwashers ❑ Coffee Urn/Espresso ❑ Hydrotherapy Equip. ❑ Steam Generators ❑ Carbonated Bev. ❑ Dental Equip. ❑ Dye Vats ❑ Ftune Hoods ❑ Laboratory Equip. ❑ Pressure Washers ❑ Degreasers ❑ Autoclave/Sterilizers ❑ Cooling Towers ❑ Hot Tub/Spa ❑ Decorative Fountain ❑ Fire Sprinkler ❑ Aquarium ❑ Swimming Pools ❑ Sprinkler w/chemicals ❑ Lawn Irrigation ❑ Well on property ❑ Other: WASTEWATER DISCHARGE Does the phunbing system currently have a grease ❑ Yes (3 No ❑ Don't Know interceptor? Does the phunbing system currently have an oil/water ❑ Yes C] No ❑ Don't Know separator? Is water used in the business process(washing,rinsing, ❑ Yes (3 No ❑ Don't Know cooling)? Does your business require a NPDES permit? ❑ Yes ❑ No 43 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. L01- � 0—t l Corey Watson 9/2/2022 Signature Print Name Date FOR STAFF USE ONLY PERMIT# ACCEPTED BY: DATE STAMP REV1.2020 Page 3 of 3 MAXWELL° G E R B E R., 1.6 GPF (6.0 LPF) www.gerberonline.com ErgoheightTM Elongated Toilet Features: GMX20918 Included Components: ❑Combination GMX20918 ❑Bowl GMX21928 ❑Tank GMX28990 • Vitreous China •12" Rough-in • 3"flush valve for maximum water force • Fluidmaster 300A Fill Valve • Corrosion resistant flapper • Extra-Large Dual fed siphon jets for high power bowl •100%glazed,2"trapway • Double nut, multi-point tank-to-bowl mounting system for tool-free installation • White/Biscuit/Bone plastic lever • Toilet seat is not included FINISHED Technical Information: WALL 283/;' 730mm 18 9/ Configuration Two Piece, ErgoheightT zomm 472mm Elongated Toilet t Water per Flush 1.6 GPF(6.0 LPF) Rough-In 175/6 O 5'/z' 14'/a" g 12" 440mm 140mm 362mm Height 30'/16" Width 17 5/16" Depth 28 3/4" Tra pway 2" 22mm Large Water Surface 8"/16"x 6 5/16" Shipping weight Bowl S1.9 Ibs Shipping weight Tank 30.4 Ibs 30'/�' Accessories: (To be purchased separately) 3/s"N.PT 764mm N/A SUPPLY T -,--�p 419mm } � 8"�I Other Tank Option$: (To be purchased separately) 8, 8„1 203mm • Insulated Tank GMX28992 203mm 203mm • Tank with Right Hand Lever GMX2899097 12" FINISHED Available Colors: 305mm FLOOR� • White - n " • Other: Refer to Price Book for additional 1526 m 2a6mm colors/finishes - Warranty: 22mm 19'/ • Limited Lifetime on Vitreous China, 494mm refer to the website for more details. C P C® NOTES:All dimensions are in inches and milimeters. Illustrations may not be drawn to scale. IMPORTANT: Dimensions of fixtures are nominal and may vary within the range of tolerances established by ASME standard A 112.19.2 THIS FIXTURE QUALIFIES ACCORDING TO ASME TEST PROCEDURES AS A LOW CONSUMPTION WATER CLOSET WITH AN AVERAGE CONSUMPTION OF 1.6 gpf(6 Lpf)OR LESS. Because we are committed to continual product improvement,specifications are subject to change without notice. 03/20 MOEN@ S p e ci f i c a t i o n s COMMERCIAL DESCRIPTION • Solid brass construction • Chrome,Brushed Chrome or Brushed Nickel finish • 1/2"IPS connections • Solid brass waterways OPERATION • Lever handle • Temperature controlled through 1 10'arc of handle FLOW Standard aerator is limited to 2.2 gpm max.(8.3 L/min) Single Handle Lavatory Faucet CARTRIDGE • Ceramic disc cartridge*(with temperature limit stop) • Nonmetallic/nonferrous and ceramic material WATERSENSE STANDARDS MODEL FLOW(gpm) DRAIN FINISH CERTIFIED • Third party certified to WaterSense°(only applies to 1.5 gpm), 8413 2.2 without Chrome ASME All 12.18.1/CSA B125.1,and all applicable requirements 8413F15 1.5 without Chrome x referenced therein including NSF 61/9 84131`05 0.5 without Chrome • Contains no more than 0.25%weighted average lead content 84131`03 0.35 without Chrome • Complies with California Proposition 65 and with the Federal Safe 8414 2.2 Metal Chrome Drinking Water Act 8414BC 2.2 Metal Brushed Chrome • ADA ® for lever handles 8414BN 2.2 Metal Brushed Nickel WARRANTY �atier5e��� • Warranted for 5 years against material or manufacturing defects r' o s EPA G� : See table above I NOTE: This faucet is designed to be installed thru 3 holes, 1"min.dia. HOT COLD 55' 55' 7" (128mm) 6" (153mm) a d 111 1 6-5/8" 5-5/8" O y__ (168mm) (143mm) 2-1/2" 5" (64mm) (127mm) I I LI-1/8"MAX. (29mm) 2" 2" (51mm) (51mm) 2-7/16" ^(62mm) CRITICAL DIMENSIONS (DO NOT SCALE) MOEN SPECIFIER SERVICES 1-800-321-8809 Ext.2158 Rev.9/12 www.moen.com SYMBOL LEGEND GENERAL NOTES AGENCY NOTES INDEX TO DRAWINGS I' 1 ARCHITECTOF RECORD:DAVID SOYA,HAS OR WILL RIFAMAND COORDINATE ALL SUBMITTALS AND DOCUMENTS PROJECT DESCRIPTION: VANILLA IMPROVEMENTS TO EXISTING BUILDING TO AO.1 COVER SHEET PREPARED BY OTHERS INCLUDING ANY DEFERRED SUBMITTALS FOR COMPATIBILITY WITH THE DESIGN INTENT. MAKE THE SPACE MORE ATTRACTIVE TO POTENTIAL SECTION SYMBOL J AX.X i 1 11 -DOOR NUMBER,SEE DOOR SCHEDULE 2 ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND AS REQUIRED BY THE CURRENT EDITION OF THE BUILDING CODE TENANTS C1 COVER SHEET 3 ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION CONTAINED IN DOCUMENTS AND/OR SUBMITTALS SUPPLIED BY OTHERS, PROJECT ADDRESS: GAYTEWAY BUSINESS PARK C2 SITE PLAN A r c h i t e c t X ELEVATION SYMBOL OFFICES--ROOM NAME 4 EACHCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK SHOULD A DISCRE LOT3 AXX 101 -ROOM NUMBER PANCYAPPEARIN HE SPECIFICATIONS OR DRANNGS,ORIN THE MRK DONE BY OTHERS FROM TH CONTRACTDOC- 20015 67TH AVE NE C3 TESC PLAN David Sova UMENTSTHATAFFECTANYWORKNOTIFYTHEARCHITECTAT ONCE FOR INSTRUCTIONS ON HOWTO PROCEED.IF THE - 1 CONTRACTOR PROCEEDS NTH THE WORKAFFECTED WITHOUT INSTRUCTIONS FROM THE ARCHITECT,THE CONTRACTOR ARLINGTON,WA 98223 AA SHALL MAKE GOODANV RESULTING DAMAGE OR DEFECT TO THE SATISFACTION OF THE ARCHITECTSHOULDACON- CY GRADING PLAN cOYE BASE MATERWLTYPE FDCT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS,OR MERE DETAIL REFERENCES ON CONTRACT DRAWINGS X INTERIOR ELEVATION HAVE BEEN OMITTED,THE CONTRACTOR IS DEEMED TO HAVE ESTIMATED THE MOST EXPENSIVE MATERIALS AND CON- 4 qX.X 2 CB-1 --TAG NUMBER STRUCTION METHOD INVOLVED,UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED NMICH DES- TAX PARCEL#: 31051400200700 G B CRIBESAN ALTERNATE METHOD ANWORMATERNLS. CJ DRAINAGE&UTILITY PLAN w w w.d s d a a.c o m 5 EACH CONTRACT OR SHALL CONFINE HIS OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER.THE MIRK LEGAL DESCRIPTION: .SECTION 14,TOWNSHIP 31,RANGE 05 QUARTER NW C I SHALLBEDONEIN ACCORDANCE WITH APPLICABLE LAWS,LOCAL ORDINANCES,PERMITS AND THE CONTRACT DOCU- CU TESC DETAILS X DETAIL SYMBOL IIHyI�,'�I FIRE EXTINGUISHER,SURFACE MENTS.THE JOB SITE SHALL BE MAINTAINED IN A CLEAN,ORDERLY CONDITION FREE OF DEBRIS AND UTTER,AND MOUNTED SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT.EACH CONTRACTOR DURING AND BUILDING CODE: 2018IBC,IPC,IEC,IMC IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH AND DEBRIS AS A RESULT C7 CONSTRUCTION DETAILS OF HIS OPERATION. © REVISION SYMBOL a ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DE- LANDSCAPE PLAN ZONING GENERAL INDUSTRIAL(GI)AIRPORT PROTECTION FIRE EXTINGUISHER,IN RECESSED TERIORATION UNTIL USE.FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF MIRK DISTRICT,SUB-DISTRICT'C' F.E.C. CABINET (t REFERENCE SYMBOL. 7 EACH CONTRACTORTRACTOR SHALL TOGETHER PROPERLY HALLNOOR PATCHING AN HIS MRK MY MAY BEREQUREG TOMAKE VA -ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOT ENDANGER ANV OTHER WORK BY CUTTING,EXCAVATING LANDSCAPE NOTES&DETAILS OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT.ALL PATCHING,REPAIRING AND REPLACING OF MAT- CONSTRUCTION TYPE: Ill-B ERIALS AND SURFACES,CUT OR DAMAGED IN EXECUTION OF NARK SHALL BE DONE NTH APPLICABLE MATERIALS SO THAT THE SURFACES REPLACED,UPON COMPLETION,MATCH SURROUNDING SIMILAR SURFACES. A1.O EXISTING FLOOR PLAN SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC a NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SIM BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT.ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE SPRINKLER SYSTEM IN ACCORDANCE WITH 2O18 IBC A1.1 FLOOR PLAN/EXIT PLAN WITH APPROVED SHOP DRAWINGS AND SAMPLES. - SECTION 90'.3..3.1.1 s DIMENSIONS: A1.1.1 REFLECTED CEILING PLAN A ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAVANG SCALE. B. CEILING HEIGHT DIMENSIONS ARE FROM FINISH FLOOR SLAB TO FINISH FACE OF CEILING. OCCUPANT TYPE: S-2 LOW HAZARD STORAGE 10 PROVIDE BLOCKING FOR WALL MOUNTED FIXTURES,ACCESSORIES AND EQUIPMENT A2.O INTERIOR ELEVATIONS 11 ALL OPEN JOINTS AND PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED TABLE 508.4 NO SEPARATIONS A3.0 EXTERIOR ELEVATIONS 13 MAXIMUM la'RISE BETWEEN TOP OF THRESHOLD AND ADJACENT FINISHED FLOOR.CHANGE IN LEVEL BETWEEN IN. AND ill"SHALL BE BEVELED WITH A SLOPE NOGREATER THAN 1:2. TABLE 1004.1.2 OCCUPANTLOAD: 14 ALL DOORS SHALL BE PROVIDED WITH LEVER HARDWAREOPENABLEWTHA SINGLE EFFORT. WAREHOUSE t7,670.SF/500SF= 15 A4.0 WALL DETAILS 15 ALL LEGAL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE W THOUT THE USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT.EXIT SIGNS SHALL BE PROVIDED AT ALL EXITS AS REQUIRED BY CODE.ALL DOOR SWINGS SERVING AN OCCU- TABLE 1006.2.1 S2 OCCUPANCIES WITH ONE EXIT: - PANT LOAD OF50OR GREATER SHALL SWINGIN THE DIRECTION OFEXIT. MAXIMUM OCCUPANT LOAD=29 (ACTUAL IS 15) 15 ADJUST DOOR CLOSERS AT EXTERIOR DOORS TO B.S LBS.OF PRESSURE,AT INTERIOR DOORS To 5 LBS.OF PRESSURE, MAX COMMON PATH OF EGRESS TRAVEL=100' AND FIRE RATED DOORS TO 15 LBS.OF PRESSURE. 17 PROVIDE SIGN OVER MAIN ENTRY DOOR WHICH RFADS'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS' TABLE 1006.3.2(2) N/A(ONE FLOOR WITH LETTERS NOT LESS THAN T'HIGH ON CONTRASTING BACKGROUND. 18 DOOR OPENING FORCE:W LBS.MAX.APPLIED TO IATCH SIDE.. TABLE 1007.1.1 N/A 19ALL NEW GYP BOARD WALLB SHALL RECEIVE LEVEL SURFACE AND PAINT FINISH,U.N.O. 20 ALL INTERIOR MATERIALS AND FINISHES SHALL BE A MINIMUM CLASS III FLAME SPREAD TABLE 1017.2 MAX EXIT ACCESS TRAVEL DISTANCE: " 21 PROVIDE FIRE EXTINGUISHERS PER CODE(EVERY 75'41 AND FIRE MARSHALL'SINSTRUCTIONS S-2 OCCUPANCY 400' 22 ALL PIPING SHALL BE IN MALLS OR FURRED CEILING SPACES UNLESS NOTED OTHERWISE. 23 VERIFY ALL THERMOSTAT AND ELECTRICAL PANEL LOCATIONS WITH ARCHITECT OR TENANT PRIOR TO FINAL INSTALLATION 24 ALL LIGHT FIXTURES&BALLASTS SHALL BE ENERGY SAVING TYPE. 25 WHEN OUTLETS AND JUNCTION BOXES ARE INDICATED ON OPPOSITE SIDES OF A WALL.THEY SHALL BE SEPARATED BY A MINIMUM OF ONE STUD. PROJECT TEAM OWNER: CONTRACTOR: GAYTEWAY BUSINESS PARK LLC PATTISON GENERAL CONTRACTOR PO BOX 1727 15235-NE 90TH STREET BUILDING'U' rt. , A PERMIT SET r" s�yset kE ` ' '' PHONE. N ' ANDY REDMO 98052 - _.', N o ';' 't PHONE: 206.851.9551 1N0 rt PHONE: E : E,WA 8 - , TENANT: FAX: 425.497.8223 Sa uamtsh Vafl zoom seNE tili o 9 1 , EMAIL:MUSUT NONE andyf@paftisongc .com w" it EMAIM — .-.- 204th, St NE STRUCTURAL ENGINEER: - . CONTACT: BTL ENGINEERING — —— r P� .._l e PHONE: A ' '_' EMAIL: 19011 WOOD-SNO ROAD NE r ejK Safeway u - - °� z` °jage Cce SUITE 100 - � a' "OO 101d S p ,._� Tg. �__ ARCHITECT: WOODINV LE WA 98072 -- �1tt,Y�JU'in ra C fill a k � tots t `'' m 4 DAVID SOVA CONTACT LBRIAN LAMPE SE PE Q oM1en1 Ds K.OWtlDER CORRECTION LETTER nN 20 y r -< • tPIxN r' - Z No _ A,Mm Deec�IfMOn I .. ';�-t ,''=" < 16915 SE 272nd STREET EMAIL: ba nlam8e btlen net 7204th SfNE�`; .. .. 204th S[NE` I '"" u - 48 zoom PI NE "%A St NE ' SUITE 100-180 p C� 9 st, P ;ton Cemetery 4 =t� .O COVINGTON,WA 98042 20015 67th c' ,- = CONTACT: DAVID SOYA AIA CIVIL ENGINEER&LANDSCAPE ARCHITECT: �40e :;, r -i t;e ✓' �. b O ' ..a REGISTERED w AV6t1Ue Northeast D ; h #' d ''°s T PHONE: 206.617.9010 BARGHAUSEN CONSULTING ENGINEERS ITECT M�:99th St NE MAIL. davl @ daa 18215 72nd AVENUE SOUTH A s' C E d ds com q tsem a� KENT,WA 98032 a �nwr Aerospace AMT D vIn SGVA P w <t< � CONTACT: JASON CAREY STA L WASHY GTON n 20tstStNE e e <: Twth St NE"�` a ILI—/1 PHONE: 425-656-7450 'f'P" 9Tt...... PROJECT �� S '� ,. EMAIL: jcarey@barghausen.com � '_' r IfiY, a T,r �i E LOCATION � . cDRyTlehc©zozo David soya Aw 1991h ST �s raE /1 Qa DIFFERED SUBMITTALS 95 w y Business Park " ,, O R 1 N W t1OIN Gayte a 0ounty Recycling w a��� CITY ,aft - 1T Lot 3 SferStatiOn z B$B Fabricators / s° MECHANICAL PERMIT DIFFERED e gPp� VFE1 < i 20015 67th Ave NE 1 �, ELECTRICAL PERMIT DIFFERED n^rE ��� " Arlington, WA 98223 Poop 2 -i `-` PLUMBING PERMIT DIFFERED uti .;TOR FIRE SPRINKLER PERMIT DIFFERED OFFICE COPY Cover Sheet Recelve(A AUG 242021 Scale:As Noted 6t�b' ?r19 NORTH NORTH Drown by: a N.m VICINITY PLAN 15 LOCATION MAP DS 10/23P2O e 14 SCALE:NOT TO SCALE SCALE:NOT TO SCALE Chet by: 11141111. AO.1 I-of-sheets GENERAL SITE NOTES: N CIVIL COVER SHEET 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY *� STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. GAYTEWAY BUSINESS PARK-LOT 3 � ..� U LIJ 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 14, TWP. 31 N., RGE 5 EAST, W.M. U) CITY OF ARLINGTON, SNOHOMISH COUNTY, STATE OF WASHINGTON PROJECT SITE LL 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING O UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT UTILITY NOTES; LLI GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL LLI 0 UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP.ALL m e ;I _ > W VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. BARGHAUSEN CONSULTING ENGINEERS, INC.ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR 2. POWER CABLE, FIBER OPTICS,AND TELEPHONE LINES SHALL BE IN A 6 a0 RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC.,TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER r."N°i °M +1°""" LU � UNDERGROUND UTILITIES. � � °°"' �' 0 20' 40' 80' 3. ADJUST ALL MANHOLE, CATCH BASIN, AND VALVE RIMS AND LIDS TO � Z = (� 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS GRADE IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT O J 1- ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE PAVING. °"m"tl0'"D a LL CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, SCALE:1"=40' C) IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO _J - Z THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL VICINITY MAP CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS SITE INFORMATION A�Ti $ CO DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. I SITE AREA: 53 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO f PROJECT AREA: 68,258 (1.57 AC) Z CONSTRUCTION. NC3733#2B&DO' ' EXISTING SURFACE AREAS. & LL _ I r ------ TOTAL IMPERVIOUS: 43,882 SF (1.01 AC) Q 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. '-'*--"°---«-- .-X I I TOTAL PERVIOUS/LANDSCAPE AREA: 24,376 SF(0.56 AC) INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE ; -`-`--"-*-* - --3a Z THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL ___________`---"-------'-'-------- ' PROPOSED SURFACE AREAS 45 CONSTRUCTION. TOTAL IMPERVIOUS: 45,736 SF(1.05 AC) CL - TOTAL PERVIOUS/LANDSCAPE AREA: 22,522 SF (0.52 AC) z° 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE-CONSTRUCTION MEETING(S). CONTRACTOR I ii ill ri SHALL PROVIDE ONE WEEK MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF UII/I I PRE-CONSTRUCTION MEETINGS. 141II I GEOTECH ARCHITECT ,AI SONDERGAARD GEOSCIENCE, PLLC NELSON, U.C. CIVIL SHEET INDEX U) CD I III 13012 65TH AVE SE 1200 FIFTH AVE, SUITE 1300 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA 0/1 SNOHOMISH, WASHINGTON 98296 SEATTLE, WA 98101 SHEET W CD STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING Irilri�r NUMBER SHEET TITLE � IIIIIII I CONTACT: JON N. SONDERGAARD PHONE: (206) 408-8500 Z 00 PROCEDURES.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS"REQUIRED TO III I I I CONTACT: MARK EVANS 01 CIVIL COVER SHEET MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA,AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION (n U N FOR EXCAVATION AND/OR TRENCHING PROCEDURES. I li'li i # r OWNER/APPLICANT C3 SITE PLAN m J EX, BUILDING IIIII 1 IIIIIII GAYTEWAY BUSINESS PARK, LLC. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE 1 pllll I Q PO BOX 1727 C4 GRADING PLAN Y x EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH,AND SAFETY OF THE �iji�j j u I BELLEVUE, WA 98009 C5 DRAINAGE AND UTILITY PLAN Q LL.I PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE II�Iif PHONE: (206) 465-2491 Q m CONTRACTOR.ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW - IIIIIII _ ' CONTACT: CHRIS GAYTE C6 TESC DETAILS � d O SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 141II I I,., W IIII I I C7 CONSTRUCTION DETAILS LU LLJ 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC D PRIVATE l�I jI�'i' I. I ENGINEER/SURVEYOR/LANDSC AN APE a PROPERTIES AT ALL TIMES DURING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION Q t1_I I BARGHAUSEN CONSULTING ENGENGINEERS < J OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER I j full 14 II aQ 18215 72nd AVE. SOUTH 1 KENT, WASHINGTON 98032 0 coSHOWN OR NOT SHOWN ON THE PLANS. I I i�ii��l f PHONE: (425) 251-6222 -- 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN L j 'i/i'il ., CONTACT: JASON CAREY/OWEN B HILLE, P.L.S./TOM ROBERTSLL PROGRESS. ONE (1) SET WITH RECORDS OF AS-BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN '-I �jljli CONSULTING ENGINEERS, INC.AT COMPLETION OF PROJECT.12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL III 1 NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY I BARGHAUSEN CONSULTING ENGINEERS, INC. 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS INC., PRIOR TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK,A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS I I I SITE PLAN NOTE NAL EW' BY BARGHAUSEN CONSULTING ENGINEERS, INC UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC HAS GIVEN A �ss7 O FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. SITE PLAN HAS BEEN PROVIDED BY NELSON LLC. GEOTECHNICAL REPORT NOTES PROJECT INFO BARGHAUSEN CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY OF THE SITE PLAN. 08 13 2021 1. THE FOLLOWING GEOTECHNICAL REPORT WAS PREPARED FOR THE SITE: NAD83/91 BASIS OF BEARING - GRADING AND EROSION CONTROL NOTES PER A LINE CALCULATED FROM A 2.5"BRASS DISK, LOCATED AT THE g SOILS REPORTS: GEOTECHNICAL ENGINEERING STUDY INTERSECTION OF 67TH AVENUE NE AND 204TH STREET NE, aEINc HORIZONTAL CONTROL NOTE: :I 1. THE EROSION PREVENTION AND SEDIMENT CONTROL(ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM PROJECT NUMBER: J-0045 KNOWN AS THE NORTHWEST CORNER OF SECTION 14,T31N, R05E,W.M. CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS REQUIREMENTS. DATE: FEBRUARY 9TH, 20182.5" 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION AND SNOHOMISH THE W COUNTY ER CO 7 (WCCS SECTION AND A BEING IP WITH AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED ADDENDUM: SOIL INFILTRATION RATE LEAD AT THE WEST QUARTER CORNER OF SECTION 14, BEING KNOWN A FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS jt2 ENTRANCE,AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES.3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL PROJECT NUMBER: J-0045 SNOHOMISH COUNTY POINT 3105L17 (WCCS 3334). BEARING HELD USING COORDINATE GEOMETRY(RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES DATE: OCTOBER 30, 2020 BETWEEN THESE TWO MONUMENT WAS S02'00'48"W PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC., ACCORDING TO THE ESC PLAN. PREPARED BY: SONDERGAARD GEOSCIENCE, PLLC � REFLECTING ANY ISSUED PLAN REVISIONS. BARGHIAUSEN CONSULTING ENGINEERS SHALL 8 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS 20015 67TH AVE NE,ARLINGTON, WA 98223-8756 IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. S o 6 COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 2. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF FLOODIFORMATIM DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB,AND PAVING CONSTRUCTION. THE SUBJECT PROPERTY LIES WITHIN FLOOD ZONE X, AREAS DETERMINED 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT TO BE OUTSIDE OF THE 500-YEAR FLOODPLAIN AS SHOWN ON MAP UTILITY CONFLICT NOTE ci 0 DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE NUMBER 53061CO392 F, DATED JUNE 19, 2020. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION,AND DEPTH u THE CONTRACTOR SHALL: ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE t/l A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. ATTENTION OF BARGHAUSEN ENGINEERS. >r 4)B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. TAX FARCE � UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. vl APN: 310514002000200700 THIS SHALL INCLUDE CALLING UTILITY LOCATE 0811 AND THEN POTHOLING ALL OF THE O L C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WEI SEASON (OCTOBER 1 4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE a EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER C O THROUGH APRIL 30). MULCH ALL SEEDED AREAS. THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE l� OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE 21 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS SEE SURVEY FOR LEGAL DESCRIPTION. BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF tm m THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTINGPROP C 7 a S. DURING HE HERE SUCH LIFE OF THE RILITIES OJECT,ATHELOCATED. SOILS P RM117EE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, ENGINEER.ESTITM TION AND CONTRACTORT THE SHALLWORK WAS PERFORMED TO THE MAKE ALL PROVISIONS FOR SOILS IISFACTION NSPECTIIONSFATHE Know what's below. ENGINEERS, INC,TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. � � 'CN O M RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES,VEGETATION, EROSION AND RECOMMENDED WITHIN SOILS REPORT. AS A MINIMUM,THIS INCLUDES THE OBSERVATION OF Call before y OU dig. I" C Q 00 SEDIMENT CONTROL MEASURES,AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. THE FOLLOWING BY A SOILS ENGINEER: MONUMENT PROTECTION NOTE: v s 9. THE PERMTITEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S Tp c Q APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT-RELATED WORK. A.BUILDING FOUNDATIONS. CONTRACTOR SHALL FIELD LOCATE ALL MONUMENTS WITHIN THE AREA OF DISTURBANCE PRIOR t yOj �y 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY THE PERMITTEE IS REQUIRED B.PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH BUILDINGS AND PAVEMENT CONSTRUCTION DRAWING REVIEW TO CONSTRUCTION AND PROTECT FROM DISTURBANCE/DESTRUCTION TO THE MAXIMUM EXTENT 0) TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK C.SUITABLE REUSE OF EXISTING ONSITE SOILS. ACKNOWLEDGMENT FEASIBLE. IF IT IS NECESSARY TO REMOVE OR REPLACE A MONUMENT DURING CONSTRUCTION, m O N c In m AND LOCAL LAWS. N N WITH ALL FEDERAL, STATE 00 SHALL BE PERFORMED IN ACCORDANCEW L, 11. AS THE FIRST ORDER OF BUSINESS, THE PERMTTIEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN BID PROPOSAL. THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION HAVING AUTHORITY W THIN 58.2 STATE m U Y o THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE AND BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE d MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM WITH THE CITY OF ARLINGTON CODES AND ORDINANCES. CONFORMANCE OF THIS DEPARTMENT OF NATURAL RESOURCES PRIOR TO DISTURBANCE/DESTRUCTION OR RELOCATION c PERMANENT ESC MEASURES. DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE 12. THE ANENANENTTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS,THEIR BUFFERS,AND ADJACENT PRIVATE RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER. WHOSE STAMP AND SIGNATURE OR REPLACEMENT(WAC 332-120).APPLICATIONS MUST BE COMPLETED BY REGISTERED LAND APPEAR ON THIS SHEET. ACKNOWLEDGMENT OF CONSTRUCTION DRAWING REVIEW SURVEYOR AND MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL ACTIVITIES THAT REQUIRE RESOURCES: PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS, THE DOES NOT IMPLY CITY APPROVAL FOR CONSTRUCTION n PERMITTEE SHALL RESTORE,TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, OTHER COUNTY, STATE OR FEDERAL PERMIT REVIEW AND APPROVAL, THE PROPERTY WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES SENSITIVE AREAS,THEIR BUFFERS,AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE III OWNER AND LICENSED DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE PUBLIC LAND SURVEY OFFICE moo+ PERMITTEE'S OPERATIONS. ESTIMATED EARTHWORK OUAWMES: ACQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR AUTHORIZATIONS 1111 WASHINGTON STREET S.E. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: CUTS.`�CY WHICH MAY INCLUDE, BUT ARE NOT LIMITED TO, WSDFW HYDRAULIC PROJECT P.O. BOX 47060 d 14. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. - APPROVAL(HPA), WSDOE NOTICE OF INTENT(NOQ, ANY CORP OF ENGINEERS FILL OLYMPIA,WASHINGTON 98504-7060 15. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. FILL:444 CY PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. (206)902-1190 i 16. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER NET 441 CY(FILL) Br. v M FACILITIES AS IDENTIFIED IN THE ESC PLAN. UPON COMPLETION OF CONSTRUCTION,ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED M N 17. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. AREA TO BE DISTURBED-0.48 AC City Engineer THAT ARE ABLE TO BE REPLACED, SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT i M T3 y 18. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. EARTHWORK QUANTITIES ARE APPROXIMATE AND HIGHLY DEPENDANT ON SOIL DATE: THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS.THE � CONDITIONS ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR SHOULD APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTA71ON SHALL ALSO BE THE N PERFORM INDEPENDENT ESTIMATE FOR BIDDING, rr+ls APPROVAL VALID FOR t8 MONTHS RESPONSIBILITY OF THE CONTRACTOR. V i a GENERAL SITE NOTES: N CIVIL COVER SHEET 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY *� STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. GAYTEWAY BUSINESS PARK-LOT 3 � ..� U LIJ 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 14, TWP. 31 N., RGE 5 EAST, W.M. U) CITY OF ARLINGTON, SNOHOMISH COUNTY, STATE OF WASHINGTON PROJECT SITE LL 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING O UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT UTILITY NOTES; LLI GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL LLI 0 UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP.ALL m e ;I _ > W VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. BARGHAUSEN CONSULTING ENGINEERS, INC.ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR 2. POWER CABLE, FIBER OPTICS,AND TELEPHONE LINES SHALL BE IN A 6 a0 RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC.,TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER r."N°i °M +1°""" LU � UNDERGROUND UTILITIES. � � °°"' �' 0 20' 40' 80' 3. ADJUST ALL MANHOLE, CATCH BASIN, AND VALVE RIMS AND LIDS TO � Z = (� 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS GRADE IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT O J 1- ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE PAVING. °"m"tl0'"D a LL CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, SCALE:1"=40' C) IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO _J - Z THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL VICINITY MAP CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS SITE INFORMATION A�Ti $ CO DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. I SITE AREA: 53 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO f PROJECT AREA: 68,258 (1.57 AC) Z CONSTRUCTION. NC3733#2B&DO' ' EXISTING SURFACE AREAS. & LL _ I r ------ TOTAL IMPERVIOUS: 43,882 SF (1.01 AC) Q 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. '-'*--"°---«-- .-X I I TOTAL PERVIOUS/LANDSCAPE AREA: 24,376 SF(0.56 AC) INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE ; -`-`--"-*-* - --3a Z THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL ___________`---"-------'-'-------- ' PROPOSED SURFACE AREAS 45 CONSTRUCTION. TOTAL IMPERVIOUS: 45,736 SF(1.05 AC) CL - TOTAL PERVIOUS/LANDSCAPE AREA: 22,522 SF (0.52 AC) z° 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE-CONSTRUCTION MEETING(S). CONTRACTOR I ii ill ri SHALL PROVIDE ONE WEEK MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF UII/I I PRE-CONSTRUCTION MEETINGS. 141II I GEOTECH ARCHITECT ,AI SONDERGAARD GEOSCIENCE, PLLC NELSON, U.C. CIVIL SHEET INDEX U) CD I III 13012 65TH AVE SE 1200 FIFTH AVE, SUITE 1300 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA 0/1 SNOHOMISH, WASHINGTON 98296 SEATTLE, WA 98101 SHEET W CD STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING Irilri�r NUMBER SHEET TITLE � IIIIIII I CONTACT: JON N. SONDERGAARD PHONE: (206) 408-8500 Z 00 PROCEDURES.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS"REQUIRED TO III I I I CONTACT: MARK EVANS 01 CIVIL COVER SHEET MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA,AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION (n U N FOR EXCAVATION AND/OR TRENCHING PROCEDURES. I li'li i # r OWNER/APPLICANT C3 SITE PLAN m J EX, BUILDING IIIII 1 IIIIIII GAYTEWAY BUSINESS PARK, LLC. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE 1 pllll I Q PO BOX 1727 C4 GRADING PLAN Y x EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH,AND SAFETY OF THE �iji�j j u I BELLEVUE, WA 98009 C5 DRAINAGE AND UTILITY PLAN Q LL.I PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE II�Iif PHONE: (206) 465-2491 Q m CONTRACTOR.ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW - IIIIIII _ ' CONTACT: CHRIS GAYTE C6 TESC DETAILS � d O SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 141II I I,., W IIII I I C7 CONSTRUCTION DETAILS LU LLJ 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC D PRIVATE l�I jI�'i' I. I ENGINEER/SURVEYOR/LANDSC AN APE a PROPERTIES AT ALL TIMES DURING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION Q t1_I I BARGHAUSEN CONSULTING ENGENGINEERS < J OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER I j full 14 II aQ 18215 72nd AVE. SOUTH 1 KENT, WASHINGTON 98032 0 coSHOWN OR NOT SHOWN ON THE PLANS. I I i�ii��l f PHONE: (425) 251-6222 -- 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN L j 'i/i'il ., CONTACT: JASON CAREY/OWEN B HILLE, P.L.S./TOM ROBERTSLL PROGRESS. ONE (1) SET WITH RECORDS OF AS-BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN '-I �jljli CONSULTING ENGINEERS, INC.AT COMPLETION OF PROJECT.12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL III 1 NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY I BARGHAUSEN CONSULTING ENGINEERS, INC. 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS INC., PRIOR TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK,A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS I I I SITE PLAN NOTE NAL EW' BY BARGHAUSEN CONSULTING ENGINEERS, INC UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC HAS GIVEN A �ss7 O FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. SITE PLAN HAS BEEN PROVIDED BY NELSON LLC. GEOTECHNICAL REPORT NOTES PROJECT INFO BARGHAUSEN CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY OF THE SITE PLAN. 08 13 2021 1. THE FOLLOWING GEOTECHNICAL REPORT WAS PREPARED FOR THE SITE: NAD83/91 BASIS OF BEARING - GRADING AND EROSION CONTROL NOTES PER A LINE CALCULATED FROM A 2.5"BRASS DISK, LOCATED AT THE g SOILS REPORTS: GEOTECHNICAL ENGINEERING STUDY INTERSECTION OF 67TH AVENUE NE AND 204TH STREET NE, aEINc HORIZONTAL CONTROL NOTE: :I 1. THE EROSION PREVENTION AND SEDIMENT CONTROL(ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM PROJECT NUMBER: J-0045 KNOWN AS THE NORTHWEST CORNER OF SECTION 14,T31N, R05E,W.M. CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS REQUIREMENTS. DATE: FEBRUARY 9TH, 20182.5" 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION AND SNOHOMISH THE W COUNTY ER CO 7 (WCCS SECTION AND A BEING IP WITH AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED ADDENDUM: SOIL INFILTRATION RATE LEAD AT THE WEST QUARTER CORNER OF SECTION 14, BEING KNOWN A FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS jt2 ENTRANCE,AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES.3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL PROJECT NUMBER: J-0045 SNOHOMISH COUNTY POINT 3105L17 (WCCS 3334). BEARING HELD USING COORDINATE GEOMETRY(RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES DATE: OCTOBER 30, 2020 BETWEEN THESE TWO MONUMENT WAS S02'00'48"W PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC., ACCORDING TO THE ESC PLAN. PREPARED BY: SONDERGAARD GEOSCIENCE, PLLC � REFLECTING ANY ISSUED PLAN REVISIONS. BARGHIAUSEN CONSULTING ENGINEERS SHALL 8 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS 20015 67TH AVE NE,ARLINGTON, WA 98223-8756 IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. S o 6 COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 2. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF FLOODIFORMATIM DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB,AND PAVING CONSTRUCTION. THE SUBJECT PROPERTY LIES WITHIN FLOOD ZONE X, AREAS DETERMINED 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT TO BE OUTSIDE OF THE 500-YEAR FLOODPLAIN AS SHOWN ON MAP UTILITY CONFLICT NOTE ci 0 DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE NUMBER 53061CO392 F, DATED JUNE 19, 2020. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION,AND DEPTH u THE CONTRACTOR SHALL: ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE t/l A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. ATTENTION OF BARGHAUSEN ENGINEERS. >r 4)B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. TAX FARCE � UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. vl APN: 310514002000200700 THIS SHALL INCLUDE CALLING UTILITY LOCATE 0811 AND THEN POTHOLING ALL OF THE O L C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WEI SEASON (OCTOBER 1 4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE a EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER C O THROUGH APRIL 30). MULCH ALL SEEDED AREAS. THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE l� OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE 21 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS SEE SURVEY FOR LEGAL DESCRIPTION. BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF tm m THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTINGPROP C 7 a S. DURING HE HERE SUCH LIFE OF THE RILITIES OJECT,ATHELOCATED. SOILS P RM117EE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, ENGINEER.ESTITM TION AND CONTRACTORT THE SHALLWORK WAS PERFORMED TO THE MAKE ALL PROVISIONS FOR SOILS IISFACTION NSPECTIIONSFATHE Know what's below. ENGINEERS, INC,TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. � � 'CN O M RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES,VEGETATION, EROSION AND RECOMMENDED WITHIN SOILS REPORT. AS A MINIMUM,THIS INCLUDES THE OBSERVATION OF Call before y OU dig. I" C Q 00 SEDIMENT CONTROL MEASURES,AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. THE FOLLOWING BY A SOILS ENGINEER: MONUMENT PROTECTION NOTE: v s 9. THE PERMTITEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S Tp c Q APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT-RELATED WORK. A.BUILDING FOUNDATIONS. CONTRACTOR SHALL FIELD LOCATE ALL MONUMENTS WITHIN THE AREA OF DISTURBANCE PRIOR t yOj �y 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY THE PERMITTEE IS REQUIRED B.PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH BUILDINGS AND PAVEMENT CONSTRUCTION DRAWING REVIEW TO CONSTRUCTION AND PROTECT FROM DISTURBANCE/DESTRUCTION TO THE MAXIMUM EXTENT 0) TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK C.SUITABLE REUSE OF EXISTING ONSITE SOILS. ACKNOWLEDGMENT FEASIBLE. IF IT IS NECESSARY TO REMOVE OR REPLACE A MONUMENT DURING CONSTRUCTION, m O N c In m AND LOCAL LAWS. N N WITH ALL FEDERAL, STATE 00 SHALL BE PERFORMED IN ACCORDANCEW L, 11. AS THE FIRST ORDER OF BUSINESS, THE PERMTTIEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN BID PROPOSAL. THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION HAVING AUTHORITY W THIN 58.2 STATE m U Y o THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE AND BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE d MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM WITH THE CITY OF ARLINGTON CODES AND ORDINANCES. CONFORMANCE OF THIS DEPARTMENT OF NATURAL RESOURCES PRIOR TO DISTURBANCE/DESTRUCTION OR RELOCATION c PERMANENT ESC MEASURES. DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE 12. THE ANENANENTTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS,THEIR BUFFERS,AND ADJACENT PRIVATE RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER. WHOSE STAMP AND SIGNATURE OR REPLACEMENT(WAC 332-120).APPLICATIONS MUST BE COMPLETED BY REGISTERED LAND APPEAR ON THIS SHEET. ACKNOWLEDGMENT OF CONSTRUCTION DRAWING REVIEW SURVEYOR AND MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL ACTIVITIES THAT REQUIRE RESOURCES: PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS, THE DOES NOT IMPLY CITY APPROVAL FOR CONSTRUCTION n PERMITTEE SHALL RESTORE,TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, OTHER COUNTY, STATE OR FEDERAL PERMIT REVIEW AND APPROVAL, THE PROPERTY WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES SENSITIVE AREAS,THEIR BUFFERS,AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE III OWNER AND LICENSED DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE PUBLIC LAND SURVEY OFFICE moo+ PERMITTEE'S OPERATIONS. ESTIMATED EARTHWORK OUAWMES: ACQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR AUTHORIZATIONS 1111 WASHINGTON STREET S.E. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: CUTS.`�CY WHICH MAY INCLUDE, BUT ARE NOT LIMITED TO, WSDFW HYDRAULIC PROJECT P.O. BOX 47060 d 14. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. - APPROVAL(HPA), WSDOE NOTICE OF INTENT(NOQ, ANY CORP OF ENGINEERS FILL OLYMPIA,WASHINGTON 98504-7060 15. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. FILL:444 CY PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. (206)902-1190 i 16. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER NET 441 CY(FILL) Br. v M FACILITIES AS IDENTIFIED IN THE ESC PLAN. UPON COMPLETION OF CONSTRUCTION,ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED M N 17. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. AREA TO BE DISTURBED-0.48 AC City Engineer THAT ARE ABLE TO BE REPLACED, SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT i M T3 y 18. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. EARTHWORK QUANTITIES ARE APPROXIMATE AND HIGHLY DEPENDANT ON SOIL DATE: THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS.THE � CONDITIONS ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR SHOULD APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTA71ON SHALL ALSO BE THE N PERFORM INDEPENDENT ESTIMATE FOR BIDDING, rr+ls APPROVAL VALID FOR t8 MONTHS RESPONSIBILITY OF THE CONTRACTOR. V i a SYMBOL LEGEND GENERAL NOTES AGENCY NOTES INDEX TO DRAWINGS I' 1 ARCHITECTOF RECORD:DAVID SOYA,HAS OR WILL RIFAMAND COORDINATE ALL SUBMITTALS AND DOCUMENTS PROJECT DESCRIPTION: VANILLA IMPROVEMENTS TO EXISTING BUILDING TO AO.1 COVER SHEET PREPARED BY OTHERS INCLUDING ANY DEFERRED SUBMITTALS FOR COMPATIBILITY WITH THE DESIGN INTENT. MAKE THE SPACE MORE ATTRACTIVE TO POTENTIAL SECTION SYMBOL J AX.X i 1 11 -DOOR NUMBER,SEE DOOR SCHEDULE 2 ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND AS REQUIRED BY THE CURRENT EDITION OF THE BUILDING CODE TENANTS C1 COVER SHEET 3 ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION CONTAINED IN DOCUMENTS AND/OR SUBMITTALS SUPPLIED BY OTHERS, PROJECT ADDRESS: GAYTEWAY BUSINESS PARK C2 SITE PLAN A r c h i t e c t X ELEVATION SYMBOL OFFICES--ROOM NAME 4 EACHCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK SHOULD A DISCRE LOT3 AXX 101 -ROOM NUMBER PANCYAPPEARIN HE SPECIFICATIONS OR DRANNGS,ORIN THE MRK DONE BY OTHERS FROM TH CONTRACTDOC- 20015 67TH AVE NE C3 TESC PLAN David Sova UMENTSTHATAFFECTANYWORKNOTIFYTHEARCHITECTAT ONCE FOR INSTRUCTIONS ON HOWTO PROCEED.IF THE - 1 CONTRACTOR PROCEEDS NTH THE WORKAFFECTED WITHOUT INSTRUCTIONS FROM THE ARCHITECT,THE CONTRACTOR ARLINGTON,WA 98223 AA SHALL MAKE GOODANV RESULTING DAMAGE OR DEFECT TO THE SATISFACTION OF THE ARCHITECTSHOULDACON- CY GRADING PLAN cOYE BASE MATERWLTYPE FDCT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS,OR MERE DETAIL REFERENCES ON CONTRACT DRAWINGS X INTERIOR ELEVATION HAVE BEEN OMITTED,THE CONTRACTOR IS DEEMED TO HAVE ESTIMATED THE MOST EXPENSIVE MATERIALS AND CON- 4 qX.X 2 CB-1 --TAG NUMBER STRUCTION METHOD INVOLVED,UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED NMICH DES- TAX PARCEL#: 31051400200700 G B CRIBESAN ALTERNATE METHOD ANWORMATERNLS. CJ DRAINAGE&UTILITY PLAN w w w.d s d a a.c o m 5 EACH CONTRACT OR SHALL CONFINE HIS OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER.THE MIRK LEGAL DESCRIPTION: .SECTION 14,TOWNSHIP 31,RANGE 05 QUARTER NW C I SHALLBEDONEIN ACCORDANCE WITH APPLICABLE LAWS,LOCAL ORDINANCES,PERMITS AND THE CONTRACT DOCU- CU TESC DETAILS X DETAIL SYMBOL IIHyI�,'�I FIRE EXTINGUISHER,SURFACE MENTS.THE JOB SITE SHALL BE MAINTAINED IN A CLEAN,ORDERLY CONDITION FREE OF DEBRIS AND UTTER,AND MOUNTED SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT.EACH CONTRACTOR DURING AND BUILDING CODE: 2018IBC,IPC,IEC,IMC IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH AND DEBRIS AS A RESULT C7 CONSTRUCTION DETAILS OF HIS OPERATION. © REVISION SYMBOL a ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DE- LANDSCAPE PLAN ZONING GENERAL INDUSTRIAL(GI)AIRPORT PROTECTION FIRE EXTINGUISHER,IN RECESSED TERIORATION UNTIL USE.FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF MIRK DISTRICT,SUB-DISTRICT'C' F.E.C. CABINET (t REFERENCE SYMBOL. 7 EACH CONTRACTORTRACTOR SHALL TOGETHER PROPERLY HALLNOOR PATCHING AN HIS MRK MY MAY BEREQUREG TOMAKE VA -ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOT ENDANGER ANV OTHER WORK BY CUTTING,EXCAVATING LANDSCAPE NOTES&DETAILS OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT.ALL PATCHING,REPAIRING AND REPLACING OF MAT- CONSTRUCTION TYPE: Ill-B ERIALS AND SURFACES,CUT OR DAMAGED IN EXECUTION OF NARK SHALL BE DONE NTH APPLICABLE MATERIALS SO THAT THE SURFACES REPLACED,UPON COMPLETION,MATCH SURROUNDING SIMILAR SURFACES. A1.O EXISTING FLOOR PLAN SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC a NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SIM BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT.ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE SPRINKLER SYSTEM IN ACCORDANCE WITH 2O18 IBC A1.1 FLOOR PLAN/EXIT PLAN WITH APPROVED SHOP DRAWINGS AND SAMPLES. - SECTION 90'.3..3.1.1 s DIMENSIONS: A1.1.1 REFLECTED CEILING PLAN A ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAVANG SCALE. B. CEILING HEIGHT DIMENSIONS ARE FROM FINISH FLOOR SLAB TO FINISH FACE OF CEILING. OCCUPANT TYPE: S-2 LOW HAZARD STORAGE 10 PROVIDE BLOCKING FOR WALL MOUNTED FIXTURES,ACCESSORIES AND EQUIPMENT A2.O INTERIOR ELEVATIONS 11 ALL OPEN JOINTS AND PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED TABLE 508.4 NO SEPARATIONS A3.0 EXTERIOR ELEVATIONS 13 MAXIMUM la'RISE BETWEEN TOP OF THRESHOLD AND ADJACENT FINISHED FLOOR.CHANGE IN LEVEL BETWEEN IN. AND ill"SHALL BE BEVELED WITH A SLOPE NOGREATER THAN 1:2. TABLE 1004.1.2 OCCUPANTLOAD: 14 ALL DOORS SHALL BE PROVIDED WITH LEVER HARDWAREOPENABLEWTHA SINGLE EFFORT. WAREHOUSE t7,670.SF/500SF= 15 A4.0 WALL DETAILS 15 ALL LEGAL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE W THOUT THE USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT.EXIT SIGNS SHALL BE PROVIDED AT ALL EXITS AS REQUIRED BY CODE.ALL DOOR SWINGS SERVING AN OCCU- TABLE 1006.2.1 S2 OCCUPANCIES WITH ONE EXIT: - PANT LOAD OF50OR GREATER SHALL SWINGIN THE DIRECTION OFEXIT. MAXIMUM OCCUPANT LOAD=29 (ACTUAL IS 15) 15 ADJUST DOOR CLOSERS AT EXTERIOR DOORS TO B.S LBS.OF PRESSURE,AT INTERIOR DOORS To 5 LBS.OF PRESSURE, MAX COMMON PATH OF EGRESS TRAVEL=100' AND FIRE RATED DOORS TO 15 LBS.OF PRESSURE. 17 PROVIDE SIGN OVER MAIN ENTRY DOOR WHICH RFADS'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS' TABLE 1006.3.2(2) N/A(ONE FLOOR WITH LETTERS NOT LESS THAN T'HIGH ON CONTRASTING BACKGROUND. 18 DOOR OPENING FORCE:W LBS.MAX.APPLIED TO IATCH SIDE.. TABLE 1007.1.1 N/A 19ALL NEW GYP BOARD WALLB SHALL RECEIVE LEVEL SURFACE AND PAINT FINISH,U.N.O. 20 ALL INTERIOR MATERIALS AND FINISHES SHALL BE A MINIMUM CLASS III FLAME SPREAD TABLE 1017.2 MAX EXIT ACCESS TRAVEL DISTANCE: " 21 PROVIDE FIRE EXTINGUISHERS PER CODE(EVERY 75'41 AND FIRE MARSHALL'SINSTRUCTIONS S-2 OCCUPANCY 400' 22 ALL PIPING SHALL BE IN MALLS OR FURRED CEILING SPACES UNLESS NOTED OTHERWISE. 23 VERIFY ALL THERMOSTAT AND ELECTRICAL PANEL LOCATIONS WITH ARCHITECT OR TENANT PRIOR TO FINAL INSTALLATION 24 ALL LIGHT FIXTURES&BALLASTS SHALL BE ENERGY SAVING TYPE. 25 WHEN OUTLETS AND JUNCTION BOXES ARE INDICATED ON OPPOSITE SIDES OF A WALL.THEY SHALL BE SEPARATED BY A MINIMUM OF ONE STUD. PROJECT TEAM OWNER: CONTRACTOR: GAYTEWAY BUSINESS PARK LLC PATTISON GENERAL CONTRACTOR PO BOX 1727 15235-NE 90TH STREET BUILDING'U' rt. , A PERMIT SET r" s�yset kE ` ' '' PHONE. N ' ANDY REDMO 98052 - _.', N o ';' 't PHONE: 206.851.9551 1N0 rt PHONE: E : E,WA 8 - , TENANT: FAX: 425.497.8223 Sa uamtsh Vafl zoom seNE tili o 9 1 , EMAIL:MUSUT NONE andyf@paftisongc .com w" it EMAIM — .-.- 204th, St NE STRUCTURAL ENGINEER: - . CONTACT: BTL ENGINEERING — —— r P� .._l e PHONE: A ' '_' EMAIL: 19011 WOOD-SNO ROAD NE r ejK Safeway u - - °� z` °jage Cce SUITE 100 - � a' "OO 101d S p ,._� Tg. �__ ARCHITECT: WOODINV LE WA 98072 -- �1tt,Y�JU'in ra C fill a k � tots t `'' m 4 DAVID SOVA CONTACT LBRIAN LAMPE SE PE Q oM1en1 Ds K.OWtlDER CORRECTION LETTER nN 20 y r -< • tPIxN r' - Z No _ A,Mm Deec�IfMOn I .. ';�-t ,''=" < 16915 SE 272nd STREET EMAIL: ba nlam8e btlen net 7204th SfNE�`; .. .. 204th S[NE` I '"" u - 48 zoom PI NE "%A St NE ' SUITE 100-180 p C� 9 st, P ;ton Cemetery 4 =t� .O COVINGTON,WA 98042 20015 67th c' ,- = CONTACT: DAVID SOYA AIA CIVIL ENGINEER&LANDSCAPE ARCHITECT: �40e :;, r -i t;e ✓' �. b O ' ..a REGISTERED w AV6t1Ue Northeast D ; h #' d ''°s T PHONE: 206.617.9010 BARGHAUSEN CONSULTING ENGINEERS ITECT M�:99th St NE MAIL. davl @ daa 18215 72nd AVENUE SOUTH A s' C E d ds com q tsem a� KENT,WA 98032 a �nwr Aerospace AMT D vIn SGVA P w <t< � CONTACT: JASON CAREY STA L WASHY GTON n 20tstStNE e e <: Twth St NE"�` a ILI—/1 PHONE: 425-656-7450 'f'P" 9Tt...... PROJECT �� S '� ,. EMAIL: jcarey@barghausen.com � '_' r IfiY, a T,r �i E LOCATION � . cDRyTlehc©zozo David soya Aw 1991h ST �s raE /1 Qa DIFFERED SUBMITTALS 95 w y Business Park " ,, O R 1 N W t1OIN Gayte a 0ounty Recycling w a��� CITY ,aft - 1T Lot 3 SferStatiOn z B$B Fabricators / s° MECHANICAL PERMIT DIFFERED e gPp� VFE1 < i 20015 67th Ave NE 1 �, ELECTRICAL PERMIT DIFFERED n^rE ��� " Arlington, WA 98223 Poop 2 -i `-` PLUMBING PERMIT DIFFERED uti .;TOR FIRE SPRINKLER PERMIT DIFFERED OFFICE COPY Cover Sheet Recelve(A AUG 242021 Scale:As Noted 6t�b' ?r19 NORTH NORTH Drown by: a N.m VICINITY PLAN 15 LOCATION MAP DS 10/23P2O e 14 SCALE:NOT TO SCALE SCALE:NOT TO SCALE Chet by: 11141111. AO.1 I-of-sheets TESC PLAN o FOR N GAYTEWAY BUSINESS PARK-LOT 3 U PTN OF THE NEII/4, OF THE SW1/4 OF SEC. 14, TWP. 31 N., RGE 5 EAST, W.M. � I CITY OF ARLINGTON, SNOHOMISH COUNTY, STATE OF WASHINGTON LL j - -- 0 — N88'37'33"W 283.98' Z W — / I q 00 0 10' 20' 40' L J l /r'�.. .c..., \ x—x—Y'_—;� x_x�_i"_- Y > � `_�/�I �r• L�LI a LL // / r, — _ - — —� \] 1 �� �— U z �r SCALE: 1"=20' � �/ / _..-- �---_-- ®DEMOLITION CALLOUTS I i /� w 1. PROTECT STRUCTURE DURING CONSTRUCTION. / / / ' " ;l _--_ ---- %�� \ l ' Z 2. DEMOLISH EXISTING ASPHALT AND DISPOSE OF OFF-SITE. ) L/-7 /f'� - ��-' • C /� 1 - LL ~ 3 PORTION OF EXISTING WALL PROTECT SECTIONS TO REMAIN. `}/ / I� � ® '--��_,_..✓ �'� \�.... ) ! I �-//, ,'` / - z i� J J PROTECT BOTTOM OF EXISTING POND O/ M SILTATION DURING CONSTRUCTION. REMAINING POND WILL BE USED FOR FIR INFILTRATION.CONTRACTOR TO ENSURE / a _ r HEAW �. EQUIPMENT AND OTHER MEANS /,fit �j OF COMPACTION STAY CLEAR OF THIS ) per `� / 1 U) o N �' I S �yl/ / Itrt� l � `l�a ' r � z l � /(�� `� l � � �� 1 ' �� ) U) � tiQ lt � L i 1� 1 � ��,1 � ( mYX � O 'a 3 r 0 W I 1 �� /; O CALLOUTS o I� � 1 � I Q SIGN CONTROL I EROSION 1 ® ( 1 1 t m � 1. CONTRACTOR TO INSTALL FILTER FABRIC FENCE AROUND ��� � �j� ��� ( i Ilf�� t % ,� W 0 DOWNSTREAM PERIMETER OF SITE AS REQUIRED TO J �� I PREVENT SILT-LADEN RUNOFF FROM LEAVING SITE,AND AS DIRECTED BY CITY INSPECTOR. SEE DETAIL 2 C6 ( ~J < / �� '�/ is i J FOR MORE INFO. i �� �� � ./ tom 1 \ I�� �i ,�rr�� J� '-' m 2. CONTRACTOR TO INSTALL TEMPORARY CONSTRUCTION \ �� i �I� , l�) I _ 0 3. CONTRACTOR TO INSTALL STORM DRAIN INLET <. /� ",✓ ���� FENCE. - JF '� ILL 1 PROTECTION AT ALL EXISTING AND PROPOSED CATCH ,, (� / ri I BASINS AS NECESSARY TO PREVENT SILT-LADEN WATERI�' > J I r FROM ENTERING STORM DRAINAGE SYSTEM. COORDINATE - 1 ' �� If I ,•' 1 r �1 PLACEMENT WITH PROPERTY OWNERS AND AS DIRECTED BY THE INSPECTOR. SEE DETAIL 1/C6 FOR DETAILS. 4. APPROXIMATE LOCATION OF CONSTRUCTION STAGING AREA. CONTRACTOR TO MODIFY LOCATION AND SIZE AS / q� NEEDED DURING CONSTRUCTION. �-� 1 /i//.� r i 47871 p �e 1 i / ' FFSPNALTEF•G�� _ 1 � J 08132021 i11jil t J� N � E Y �s �l 3 I CONSTRUCTION DRAWING APPROVALIll O r� \ �� 1 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVEDJI� 1�l� N PER THE CONDITIONS ON THE TITLE SHEET. City Engineer, CITY OF ARLINGTON l { c a DATE: ��m \� � 3 � l THIS APPROVAL VALID FOR 18 MONTHS ;I � W m_.�m� �1��I QacoN of N a N 3: l>N \ c L2 I ry � m 0 cLn m U �_o Y s TESC LEGEND TEMPORARY CONSTRUCTION FENCE ® M m _ CATCH BASIN INSERT FILTER FABRIC FENCE Know what's below. ti Call before you dig. E cm LIMITS OF DISTURBANCE C] i o N M DRAINAGE FLOWPATH U i a Architect David Sova www.dsdaa.com 24'_V' 26'-4" 26'4' 264" 26-01' —.— _ -- — — — — — — — — — — — — —1- — — — — — - -. it �I IL I I I I � I I I 1 _ �. Note Date Aut�a DeacflPM1on Stamp 7402 REGISTERED A ITECT D VID SDVA STA E WA SMINGTON Copyright©2020 David S Iova A w I i w GaY Y to a Business Park Lot 3 20015 67th Ave NE — - - - - - - -- - - - - - - - - - — — -- — - - - — — — — J Arlington, WA 98223 Isee,rltle EXISTING FLOOR PLAN Scale:As Noted NORTHDmxn by: Data: a—NNmEer EXISTING FLOOR PLAN DS 10/23P20 13 SCALE:3/16 =1.0' cne�xea by: ao Numea /11.O of-sheets i --- MAX O1 -SEE HEIGHT t10'-D"AFF O FRAME: Srze/G.4 Spacing J %y -----SEE NOTED' 2505125-18 16"O.C. 1 350S125-18 18"O.C. �} 3825125-18 181,O.C. FACING: Materiel Thickneca h } }' ——STEEL STUDS SIZE VARIES A r C ' 1 I L� e C ` . � 01 rva C �j GWB 6/e" 1;_3„ 9' 1-S 11 6 3 1 3 David SOVa NOTES: TOILET ROOMS TO BE HEATED ---Ir A) TOILET PARTITION WALLS WITH RECESSED ELECTRIC CADET'WALL HEATERS TOILET 1 ` TOILET 2 PER MECHANICAL SUBMITTAL B) ATTACH STUDS TO TRACKS WITH A MIN OF _ W W W.(�S C�d d.C O fll I (2)#S SCREWS(1 EACH SIDE) -----SEE NOTE6'C' — i �I C) GYP IS ATTACH WITH I-1/4"TYPES#6 T-1' COATED STEEL SCREWS SPACED 8"OC EDGES AND 12"OC IN THE FIELD. > --SM"GWB EACH SIDE D) BRACE WALLS EVERY 4'-0" — SEE NOTES' / E) SILL TRACK IS ATTACHED TO CONCRETE DECK WITH POWDER ACTUATED FASTENERS 024"O.0 '---'—'SEE NOTE'B' MIN 3/4"EMBEDMENT �j� P.SEALANT BEAD TY -STRUCTURE 2 WALL TYPE 3 ENLARGED PLAN -TOILET ROOMS 13 16 A3.0 A4.0 L \f C _- gF 4 7� 1e'KIS'STEEL ROLLING OVERHEADDOOR WWW � I 13'x18'STEEL ROLLING OVERHEAD DOOR (( ^I "" I 'STORAGE WAREHOUSE � I I J 1 0-WIWI DS K.OLANDER CORRECTION LETTER 1114f20 Nob Deb AuOTa Dewrlptlon .,� Stamp W\ 0 7462 REGISTERED ITECT A Lh• 8 g 7'-6"CLEAR T-6"CLEAR D VID SUVA r STA E WASHINGTON r - - F - - - - - - � m� Copyright A 2020 David Sova AIA F mi Gayteway Business Park — Lot 3 r 20015 67th Ave NE Arlington, WA 98223 15 Seel Ti11e. PROPOSED FLOOR PLAN Scale:As Noted NORTHDrnnby: aheN NNmSer. PROPOSED FLOOR PLAN IDS 10/23/'20 3 CSecReE 5y aE NumS.c A 1.1 - -of-Sheets SYM TYPE DESCRIPTION OTY WATT EA. TOTAL NOTES — _ — — — — TOP OF WALL 310'-0"AFF - T5 HIGH BAY WAREHOUSE LIGHTING 20 56 WATT 1,120 LED 2 WATT MOUNTED STRIP LIGHT 36 T 72 LED O S4 4'LITHONIA LIGHTING LED SURFACE _ NEW CORRUGATED METAL SIDING ATTACH STUD TO TRACK WITH#8 SCREWS AT TOP AND BOTTOM TYPICAL O S2 T LITHONIA LIGHTING LED SURFACE MOUNTED STRIP LIGHT 2 26 WATT 54 LED Architect EXISTING RED IRON - _ COLUMN c t� - 50 CFM EXHAUST FAN TO OPERATE WHEN ROOM LIGHT IS ON 1 10 D1VIC� SOVa pDOS 162 33 ST<)D AS II6ST 1$OC d )� I I I ATTACH TRACK/LEDGER WITH(3)#8 1 5 WATT 5 LED. 1 / SCREWS AT EACH VERTICAL STUD ® - SELF ILLUMINATING LED EXIT SIGN rOOT1823fL'�RACK AS RIM.)O15T 1 11 / ` i ) X I 1 BOOT762-33 STL TRACK AS LEDGER ' III �� www.dsdaa.com � TOILET ROOM CEILING 8'-0"AFF NOTES: a)FINISHED CEILING HEIGHT VARIES:MAX IS 1 V-0"AFF,MINIMUM IS 8'-0"AFF TOTAL PROPOSED WATTS: 1,244 b)MAXIMUM WATTAGE FOR'WAREHOUSE'IS:0.40 X 7,753 SF = 3,102 WATTS 5/8"GYP TYPICAL -- 5/8"GYP TYPICAL c)N/A _ d)N/A = WATTS FIBERGLASS BATT INSULATION d)MAXIMUM ALLOWABLE WATTS = 3,102 WATTS � TOILET ROOM CEILING LIGHTING SCHEDULE i — — — — L — — — — — — — GASFIRED'REZNOR'HEATERIB'AFF>O (FREEZE PROTECTION ONLY) REFERTO MECHANICAL SUBMITTAL I OPEN TO STRUCTURE I 1 0 0 L- -- - Note Date Humor oacalM'ron— -.... _.-- ill i Stamp 7402 REGISTERED A ITECT STA E WASHING70N 0 0 0 II 0 0 Copyright©2020 David Sove AIA o. o - wo)an Tme: O<GAS FIRED REZNOR'HEATER 18 AFF (FREEZE PROTECTION ONLY) Gayteway Business Park REFER TO MECHANICAL SUBMITTAL r�q ® ti Lot 3 20015 67th Ave NE - Arlington, WA 98223 — — — — — — — - - - - -- - - - - — — — — — - - - — — — — — — - CEILING PLAN Scale:As Noted NORTH Dmm" — anentN.— REFLECTED CEILING PLAN _ os 1 oizsrzo 13 Cr—by: IeU Number. A 1.1.1 of-sheets Architect David Sova www.dsdaa.com TOIET FIXTURES REQUIRED ACCESSORIES TOILET: KOHLER"WELLWORTH"CLASSIC TWO-PIECE ELONGATED 1.28 GPF TOILET A. 18"SS VERITCAL GRAB BAR 12"ROUGH-IN MODEL#K-3575 COLOR WHITE(LEFT SIDE HANDLE) B. 36"SS HORIZONTAL GRAB BAR _ HANDLE: KOHLER POLISHED NICKEL(CHROME FINISH)K-9380-L-SN C. 42"SS HORIZONTAL GRAB BAR - SEAT KIT: KOHLER GRIP-TIGHT"CACHET"Q3-COLOR WHITE-K-4636-0 D. SS TOILET PAPER DISPENSER E. SS PAPER TOWEL DISPENSER SINK: KOHLER"SOHO"WALLHUNG,K-2053,COLOR WHITE F. SOAP DISPENSER / \ FAUCET: KOHLER"TRITON"(3 HOLES)8"SPREAD(CHROME FINISH)K-7471-K-CP G. INSULATED DRAIN/SUPPLY COVERS FOR LAVATORY _ (LEVER STYLE HANDLES) H. 2BX42 FRAMELESS MIRROR 9 / \ NOTES: NOTES: METAL PANEL SIDING / \ 1.http://www.us.kohleLCom/US 1. MINIMUM CLEARANCES FOR ACCESSIBILITY ARE FROM FACE OF FINISHED GYP. 2. FIXTURESIACCESSORIES SHALL MEET IBC SECTION 1109&ICC/ANSI A117.1. 3. PROVIDE SOLID BLOCKING OR BACKING FOR WALL MOUNTED EQUIPMENT AND GRAB BARS CONCRETE STEM 36=METAL 3DOOR Fx84 FE L - 4. THE CLEAR FLOOR SPACE FOR A FIXTURE MAY NOT OVERLAP THE CLEAR FLOOR SPACE WALL BEYOND ,DOOR& RAM E RAMEA REQUIRED FOR ANOTHER FIXTURE,EITHER AT THE FLOOR LEVEL OR ABOVE IT.PER ICC A117.1 - ' 6"RUBBE COVE BASE 5 TOILET ROOM FIXTURES 6 TOILET ROOM ACCESSORY NOTES 7 TOILET ROOM EXTERIORS 1 2 3 4 (PAINT) (PAINT) (PAINT) (PAINT) 40" WALL MOUNTED LAVATORY: GERBERMODEL#12-654 / w g^ 36"(MIN). 28z42 (OR SIMILAR) MAX F z FRAMELESS < 42" 12" MIRROR. ANT WHIADA TEVTREOUS CHINA 8" n 12" 24" -j MIN LEVER STYLE HANDLES PER SECTION 309 INSULATE SUPPLY AND DRAIN ICC/ANSI A117.1 PIPES UNDER LAVATORY ICGANSI A117.1 w u ! SECTION 606.6 \ (FRP) p'l i (FRP) - a - (FRP) z i % Z (FRP) u,/� a HATCHED AREA INDICATES KNEFITOE CLEARANCE _ z : PER SECTION 308 O1 f� ✓�' ICC/ANSI A117.1 LINOLEUM SHEET FLOORING w. 8" LINOLEUM SHEET FLOORING Rae �re A�uor oescnpwe TURNED UP TO FORM COVE BASE TURNED UP TO FORM COVE BASE 11"MIN Stem I. V — / fififi - 7402 REGISTERED 9 ACCESSIBLE TOILET ROOM 1 A ITELT 0 VID SCIVA .. STA E WASMINGTDN 1 2 3 4 Copyright 0 2020 David Sova ALA (PAINT) (PAINT) (PAINT) (PAINT) Pmject Title: WALL MOUNTED LAVATORY: p 19" GERBER MODEL#12-654 28x42 40 Gayteway Business Park "(MIN) 6., \ w MAX (OR SIMILAR) FRAMELESS 12" 42" Lot 3 - z z ADA COMPLIANT 3HOLES ,MIRROR a \ a 8" WHITE VITREOUS CHINA 24" 12" 20015 67th Ave NE MIN LEVER STYLE HANDLES ----- - INSULATE SUPPLY AND DRAIN PERSECTIO 3309 _ Arlington, WA 98223 PIPES UNDER LAVATORY ICC/ANSI Al 17.1 ICC/ANSI A117.1 SECTION 606.6 o V.n RP)(FRP)(FRP) i v w / u HATCHED AREA INDICATES LA w z KNEE/TOECLRANCE INTERIOR ELEVATIONS PER SECTION 306 LINOLEUM SHEET FLOORING ICC/ANSI A117.1 � LINOLEUM SHEET FLOORING z TURNED UP TO FORM COVE BASE 11"MIN TURNED UP TO FORM COVE BASE Scale:As Noted 0n:«m by: pare: shed Remixc 13 ACCESSIBLE TOILET ROOM 1 DS 10123f20 r� cneurea by: doc wvmx" of-sheets Jo 3 314VT$L Z.00tS' cc'7-4h A%/E NE t.aT 3 V Ltl . E��, W 1 H L 0 C AT;D Q 3ov E 112c�� ..►t�-�.� w� TV I L FT 900 M . ` PA bt V- 1 OF 1 COkMIZAcnvkL 5 t44AA, P R-M I be DaA►rJ ♦"1TRA PjZiAW1C PAN f Ek PANs(ONJ TAWW f 4 ND i wA STE 4 V 0-�-r 1 NL-� V AC,VVM QFL ►EF vgWE . �� kAlATer42_ 4-2,5 Z q I t 7-ce 4. I i M v 1 k3 ��v tavv ► 3M � g D� I I ND terms-�r T/P C.flN r.�cnaJ I W f TRAP Pct�+KEP� Z~ K ,� �~ M A I rJ C morn w q- I A ppp vrJ Tv rc N !> or- ev N V A P¢o'J 1 OE Exc - 60 Qs IIre , i 3"wcA. / �Z- i W � ,` --.) � l2 � INr1EiZt'vIZ E1o5�8t6B M 3r 3" z� /jtp/►�,ajL LUCERNE TM �'taivaita/ WALL-HUNG LAVATORY VITREOUS CHINA ® BARRIER FREE LUCERNETM WALL-HUNG LAVATORY • Wall-hung sink • Vitreous china • Front overflow ' • D-shaped bowl • Self-draining deck area with contoured ' - back and side splash shields • Faucet ledge • Compliant with Texas accessibility standard (TAS) for children age group 13 and up Faucet holes on 203mm (8") centers (Illus.): ❑ 0356.028 For exposed bracket support Shown with 4801.862 Amarilis Heritage faucet with Triune Cross handles (not included) ❑ 0356.015 For wall hanger(included) or concealed arms support ❑ 0356.915 For wall hanger (included) or 0356.028 concealed arms support • Less overflow Faucet holes on 102mm (4") centers: ❑ 0355.027 For exposed bracket support ❑ 0355.012 For wall hanger(included) or concealed arms support ❑ 0355.912 For wall hanger (included) or concealed arms support • Less overflow Single center faucet hole (Illus.): ❑ 0356.041 For exposed bracket support Shown with 1340.000 metering faucet (not included) ❑ 0356.421 For wall hanger(included) or concealed arms support ❑ 0356.921 For wall hanger (included) or concealed arms support • Less overflow 0356.041 ❑ 0356.439 For wall hanger (included) or concealed arms support SEE FOLLOWING PAGES FOR ROUGHING-IN DIMENSIONS •Single faucet hole on right ❑ 0356.066 For exposed bracket support •Single faucet hole on right To Be Specified: ❑ Color: ❑White Nominal Dimensions: ❑ Faucet*: 521 x 464mm ❑ Faucet Finish: (20-1/2" x 18-1/4") ❑ Supplies: Bowl sizes: ❑ 1-1/4"Trap: 381mm (15") wide ❑ Nipple: 254mm (10") front to back ❑ Bracket Support(by others): 165mm (6-1/2") deep ❑ Concealed Arms Support(by others): Compliance Certifications - Meets or Exceeds the Following Specifications: • AS ME Al l2.19.2/CSA B45.1 for Vitreous See faucet section for additional models available China Fixtures MEETS THE AMERICANS WITH DISABILITIES ACT GUIDE- ® LINES AND ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES-CHECK LOCAL CODES. Top of front rim mounted 864mm(34")from finished floor. M37 C 2016 AS America Inc. spec_0355-0356 Lucerne WallHung Lays Rev.A 8/16 LUCERNE TM S� WALL-HUNG LAVATORY VITREOUS CHINA ® BARRIER FREE 0356.028 8" CTRS FOR EXPOSED BRACKET SUPPORT 0355.027 4"CTRS FOR EXPOSED BRACKET SUPPORT 0356.015 8" CTRS FOR WALL HANGER 0355.012 4"CTRS FOR WALL HANGER OR OR CONCEALED ARMS CONCEALED ARMS 0356.915 LESS OVERFLOW 0355.912 LESS OVERFLOW t 86mm 86mm 102mm (3-3/8') 102mm (3-3/8") FINISHED (4") 0 FINISHED(4") FINISHED WALL 203mm WALL 203mm WALL 152mm 152mm 464mm 102mm 464mm 152 mm 203mm (18-1/4") (q) (18-114") 152mm I I I I emm 8mm (6)25mm (5/16") (6)25mm (1')DIA. (1")DIA. ACCESS ACCESS 13mm HOLES 13mm HOLES FOR (1/2") (1/2') CONC.ARMS 521mm FOR 521mm (20-1/2") CONC. (20-1/2") ARMS 425mm 425mm (16-3/4") (16-3/4") 267mm 267mm (10-1/2') 54mm(2-1/8")DIA. (10-1/2')� 114mm HOLES FOR 114mm (4-1/2") CONCEALED ARMS (4-1/2') 54mm(2-1/8")DIA. 102mm 44mm 25mm 102 m 4-3/4 HOLES FOR (1 3/4") (1-3/4') CONCEALED ARMS (4") (1') i^1 /l�I (4") 25mm �1 /� +- -+ +IV 1" -+- +I 79mm 1 �I 79mm /mil 7 (3-1/8") ______� ♦ *298mm (3-18") ♦ --+--J 206mm (11 i (8-1/8") 38mm 0 38mm 10mm(3/8') 10mm (18m. DIA.ANCHOR *286mm (1'1/2') E 3/8')) (11-1/4') DIA. HOLEES c? SCREW HOLES *352mm SCREW HOLES E S-9 HANGER 2le)m (13-7/8') S-9 HANGER 20 e Im *.- N 27mm X 14mm ♦ ♦ 27mm x 14mm ♦ ♦ + m (1-1/16"x 5/16")SLOTS /j /// SLOTS SUPPLIES) / SUPPLIESf� 1 Vy AS REQUIRED J// 787mm(31') AS REQUIRED E E 1-1/4"O.D.WASTE 864mm(34") 1-1/4'O.D.WASTE 1-1/4"O.D.WASTE 1-1/4"O.D.WASTE OUTLET FOR OUTLET FOR OUTLET FOR OUTLET FOR FINISHED FINISHED DRAIN PLUG POP-UP DRAIN f FLOOR 1® DRAIN PLUG POP-UP DRAIN f FLOOR 1 T7 18-1/4" FINISHED 18-1/4" FINISHED (464mm) WALL (464mm) r WALL 8"MIN. 8"MIN. 34" - (203mm) 34" (203mm) (864mm) (864mm) 27"MIN. 27"MIN. (686mm) (686mm) 6"MAX. _ 6"MAX. (152mm) (152mm) BARRIER FREE 9"MIN. ,BARRIER FREE 9„MIN. CLEARANCE (229mm) CLEARANCE (229mm) 11" 11" (279mm) (279mm)� NOTES: *DIMENSIONS SHOWN FOR LOCATION OF SUPPLIES AND"P"TRAP ARE SUGGESTED. PROVIDE SUITABLE REINFORCEMENT FOR ALL WALL SUPPORTS. FITTINGS NOT INCLUDED AND MUST BE ORDERED SEPARATELY. CONCEALED ARM SUPPORT AS REQUIRED TO BE FURNISHED BY OTHERS. IMPORTANT: Dimensions of fixtures are nominal and may vary within the range of tolerances established by ANSI Standard Al12.19.2.These measurements are subject to change or cancellation.No responsibility is assumed for use of superseded or voided pages. FLAVATORY DESIGNED TO MEET ADA HANDICAPPED GUIDELINES WITH MOUNTING HEIGHT SET AT 864MM(34")ABOVE FINISHED FLOOR. M38 ©2016 AS America Inc. PART OF l I X I` spec_0355-0356 Lucerne WallHung Lays Rev.A 8/16 LUCERNE TM 54t7 ; / WALL-HUNG LAVATORY VITREOUS CHINA ® BARRIER FREE 0356.041 SINGLE CENTER HOLE FOR EXPOSED 0356.439 SINGLE CENTER HOLE ON RIGHT FOR WALL BRACKET SUPPORT HANGER OR CONCEALED ARMS 0356.421 SINGLE CENTER HOLE FOR WALL 0356.066 SINGLE CENTER HOLE ON RIGHT FOR HANGER OR CONCEALED ARMS EXPOSED BRACKET SUPPORT 0356.921 LESS OVERFLOW 44(1-3/4")DIA. 251m(1-3/8')DIA. 349mm 35mm(1-3/8')DIA. STD.OUTLET PUNCHING (13-3/4•) PUNCHING 102mm 86mm (4.) (3-3/8") 114mm 86mm (4-1/2') (3-3/8") FINISHED 203mm WALL (8�) FINISHED 203mm 15(6") WALL (6) 13mm x 51mm BRACKET (1/2"x T)SLOTS 464mm 44mm(1-3/4")DIA. 464mm STD.OUTLET (18-1/4') 152mm (6„) 102mm 25mm(1')DIA. i (4)i HOLES Bmm 57mm Bmm (6)25mm(1")DIA. ACCESS HOLES } 1 FOR CONC.ARMS 13mm (1/2•) 425mm (16-3/4') 13mm 521 mm (112") (20-1/2") 521 mm (20-1/2') 425mm 425mm (16-3/4') (16-3/4') 7267mm 267mm 10-1/2') (10-1/2')~ 114mm 14mm (4-1/2") 4-1/2') 54mm(2-1/8")DIA. 54mm(2-1/8")DIA. HOLES FOR 102mm 44mm 25mm I HOLES FOR 102mm 44mm CONCEALED ARMS (4") (1-3/4") CONCEALED ARMS 25mm - - + + + + 0") I+ +`Fig + +I 79mm �- II i�l } (3.1/8") --1-_1 / / (391/8") 206mm 206mm 382 10mm(3/8") I 38mm J 10mm(3/8") (1-1/2") DIA.ANCHOR 787mm(31') (1-1/2") DIA.ANCHOR 787mm(31') SCREW HOLES 864mm(34') SCREW HOLES ®864mm(34') S-9 HANGER S-9 HANGER 27mm X 14mm FINISHED ® FINISHED (1-1/16'x 5/16")SLOTS FLOOR 27mm X 14mm f FLOOR (1-1/16"x 5/16')SLOTS T7 18-1/4" FINISHED 18-1/4" FINISHED (464mm) WALL (464mm) WALL 8" MIN. 8"MIN. 34" (203 m m) 34" (203 m m) (864mm) (864mm) 27"MIN. 27"MIN. (686mm) (686mm) 6" MAX. 6"MAX. (152mm) (152mm) BARRIER FREE 9, MIN. BARRIER FREE'*.,'.- MIN. CLEARANCE (229mm) CLEARANCE (229mm) 11" 11" (279mm) (279mm) NOTES: *DIMENSIONS SHOWN FOR LOCATION OF SUPPLIES AND"P"TRAP ARE SUGGESTED. PROVIDE SUITABLE REINFORCEMENT FOR ALL WALL SUPPORTS. FITTINGS NOT INCLUDED AND MUST BE ORDERED SEPARATELY. CONCEALED ARM SUPPORT AS REQUIRED TO BE FURNISHED BY OTHERS. IMPORTANT: Dimensions of fixtures are nominal and may vary within the range of tolerances established by ANSI Standard At12.19.2.These measurements are subject to change or cancellation.No responsibility is assumed for use of superseded or voided pages. ❑LAVATORY DESIGNED TO MEET ADA HANDICAPPED GUIDELINES WITH MOUNTING HEIGHT (� SET AT 864MM(34")ABOVE FINISHED FLOOR. M39 ©2016 AS America Inc. PART OF L I X I L spec_0355-0356 Lucerne WallHung Lays Rev.A 8/16 4 6— ig BRADFORD WHITE° W A T E R H E A T E R S Lowboy Electric Water Heater The Lowboy Electric Models Feature: 109W1 Bradford White is ISO registered to the 9001-2008 standard. S I A N D A R D ■ UL-174 and IEC Certified. ■ Applications—Standing at a height of less than 33", Lowboy models are ideal for installations where space is at a premium and are perfect for tight installations such as a closet or under a counter. ■ Fully Automatic Thermostat Controls—Fast acting surface-mount thermostat with high limit energy cut-off(manual reset)for safety. ■ Direct Heat Transfer With Immersed Elements—Transfers heat directly and efficiently to the water.Screw-in style. ■ Factory Installed Hydrojet®Total Performance System—Sediment reducing device that also increases first hour delivery of hot water while minimizing temperature build-up in tank. ■ Vitraglas® Lining—An exclusively engineered enamel formula that provides superior tank protection from the highly corrosive effects of hot water.This formula(Vitraglas°)is fused to the steel surface by firing at a temperature of over 1600°F(871°C). ■ Insulation System-1" (25mm) Non-CFC foam insulation covers the sides and top of the tank, reducing heat loss.This results in less energy consumption, improved efficiencies, and jacket rigidity. Photo is of ■ Water Connections-3/4" (19mm) NPT factory-installed true dielectric fittings M-I-201_6DS extend water heater life and simplify water line connections. ■ Protective Anode Rod—Provides added protection against corrosion for long-term,trouble-free service. ■ Simultaneous and Non-Simultaneous Operation Available—Simultaneous operation indicates when both elements(if equipped)are being heated at the same time. Non-Simultaneous operation indicates when one element is being Copper Screw Type Immersion Element heated at a time. (INCOLOY`�type immersion element available upon request) ■ Voltages Available-120V, 208V, 240V, 277V, 380V, 415V, 480V. ■ Single Phase or Three Phase Operation Available—1 20V&277V may only be wired for single phase operation. ■ T&P Relief Valve Included—Side T&P is standard. Optional top T&P location is available. ■ Low Restriction Brass Drain Valve—Durable tamper proof design. ■ Suitable for residential and light duty commercial applications. MET. Residential Warranty.6 or 10 Year Limited Tank Warranty/1 Year Parts Warranty. �L c&us CIP® Commercial Warranty;3 or 5 Year Limited Tank Warranty/1 Year Parts Warranty. LISTED LISTED For more information on warranty, please visit www.bradfordwhite.com MANUFACTURED UNDER ONE OR MORE OF THE FOLLOWING U.S.PATENTS:5,682,666;7,634,976;5,660,165;5,954,492;6,056,542;6,935,280;5,372,185;5,485,879;5,574,822;7,971,560;7,992,526;6,684,821; 6 442 178;7 334 419;7 866 168;7,270,087;7,007,748;5,596,952;6,142,216;7,699,026;5,341,770;7,337,517;7,665,211;7,665,210;7,063,132;7,063,133;7,559,293;7,900,589;5,943,984;8,082,888;5,988,117; 7:621:238;7:650:859;5:761:379;7,409,925;5,277,171;8,146,772;7,458,341;2,262,174.OTHER U.S.AND FOREIGN PATENT APPLICATIONS PENDING.CURRENT CANADIAN PATENTS:2,314,845;2,504,824;2,108,186; 2,143,031;2,409,271;2,548,958;2,112,515;2,476,685;2,239,007;2,092,105;2,107,012.Vitraglas®and Hydrojet®are registered trademarks of Bradford White®Corporation. EX202-0322 Lowboy Electric Water Heater Model Capacity Recovery A B C D Approx. Number 90°F Rise Floor to Jacket Floor to Floor to Shipping Heater Dia. Water T&P Weight Top Conn. Conn. U.S. Imp. U.S. Imp. Gal. Gal. GPH* GPH* in. in. in. in. lbs. M-I-20L6DS 19 16 21 18 243/4 18 26 191/</247/8 58 M-I-30L6DS 30 25 21 18 293/4 20 31 24/293/8 86 M-I-40L6DS 40 33 1 21 18 1 311/4 1 22 1 321/8 2411a/31314 115 M-I-50L6DS 47 39 1 21 18 1 313/4 1 24 1 331/s 241/a/313/4 140 Model Capacity Recovery A B C D Approx. Number 50°C Rise Floor to Jacket Floor to Floor to Shipping Heater Dia. Water T&P Weight Top Conn. Conn. Liters/ Liters Hour mm. mm. mm. mm. kg. M-I-20L6DS 72 76 629 457 660 489/632 26 M-I-30L6DS 1 114 1 76 1 756 1 508 1 787 1 610/746 1 39 M-I-40L6DS 1 151 1 76 1 794 1 559 1 835 1 613/806 1 52 M-I-50L6DS 1 178 1 76 1 794 1 610 1 841 1 613/806 1 64 For 10 year models,change suffix"6"to"10". For single element models change suffix"D"to"S". *Based on 450OW/450OW,Non-Simultaneous operation. All models feature optional top TO location and must be specified when ordering. Wattage Limitations for Voltage Simultaneous Operation 120V 208V 240V 277V 380V 415V 480V 150OW/150OW yes yes yes yes yes no yes 2000W/2000W no yes yes yes yes yes yes 0 0 Recovery A 250OW/250OW no yes yes yes yes yes yes yl 811 1r GPH Temperature Rise°F 3000W/3000W no yes yes yes yes yes yes Wattage 60 80 90 100 120 0 3500W/3500W no yes yes no yes yes no 150OW 10 8 7 6 5 4000W/4000W no yes yes yes yes yes yes 2000W 14 10 9 8 7 450OW/450OW no yes yes yes yes yes yes ~B~ 250OW 17 13 11 10 9 5000W/5000W no yes yes yes yes yes yes 3000W 21 15 14 12 10 550OW/550OW no no yes no no yes no nu 350OW 24 18 16 14 12 6000W/6000W no no no yes no yes yes 4000W 28 21 18 16 14 450OW 31 23 21 19 15 Wattage Limitations for Voltage 5000W 34 26 23 21 17 Non-Simultaneous A Op 550OW 38 29 25 23 19 Operation 120V 208V 24OV 277V 380V 415V 480V C 6000W 41 31 28 25 21 150OW/150OW yes yes yes yes yes no yes 2000W/2000W yes yes yes yes yes yes yes ♦(GPH based on Non-Simultaneous 250OW/250OW yes yes yes yes yes yes yes © operation,when Simultaneous 3000W/3000W yes yes yes yes yes yes yes operation the GPH will approximately 350OW/350OW no yes yes no yes yes no •"D"dimension listed as side/top. double.) 4000W/4000W no yes yes yes yes yes yes 450OW/450OW no I yes I yes yes yes yes yes 5000W/5000W no yes yes yes yes yes yes 550OW/550OW no yes yes no no yes no 6000W/6000W no I yes yes yes no yes yes General All models UL®listed.These heaters are wired inter-locking(Non-Simultaneous,Single Phase)240V with two 450OW elements,unless otherwise specified. All water and electrical connections are 3/4"NPT(19mm). All models certified at 300 psi test pressure(2068 kPa)and 150 psi working pressure(1034 kPa.) Dimensions and specifications subject to change without notice in accordance with our policy of continuous product improvement. Suitable for Water(Potable)Heating and Space Heating. Toxic chemicals,such as those used for boiler treatment,shall NEVER be introduced into this system.This unit may NEVER be connected to any existing heating system or component(s)previously used with a non-potable water heating appliance. Telephone:215-641-9400•Email:international@bradfordwhite.com/www.bradfordwhite.com Built to be the Best® EX202-0322 02022,Bradford White Corporation,USA.All rights reserved. Printed in U.S.A. P COMMERCIAL PLUMBING APPLICATION Community&Economic Development City of Arlington •18204 59th Ave NE•Arlington,WA 98223• Phone (360) 403-3551 WHEN is a PLUMBING PERMIT REQUIRED? The City of Arlington requires a plumbing permit before a plumbing system or fixture is installed, altered, or remodeled. This includes commercial, tenant improvements, multi-family buildings, roof drains, and overflows, medical gas systems, commercial kitchens, grease traps and interceptors, sumps and cross connection backflow devices. The City of Arlington does not require a permit to stop leaks or clear stoppages,tuiless the piping is repaired,altered or replaced. SUBMIT ELECTRONIC FILES AND TWO (2) COPIES OF THE FOLLOWING FOR PLAN REVIEW: ❑ Plumbing plans or drawings. (Mininnum plan size is 18"X 24"scale,1/"scale for details.) ❑ Fixture specifications and equipment(cut sheets)with locations. ❑ Location and type of all backflow assemblies for each fixture. IN ADDITION TO ABOVE,SUBMIT TWO(2) COPIES OF THE FOLLOWING,IF APPLICABLE TO YOUR PROJECT: ❑ Calculations for Grease Interceptor. ❑ Pipe size and location of sanitary and potable water systems. ❑ Riser diagram of waste,vent,and rain water systems,including sizes. ❑ Medical gas piping riser diagram,type of gas,storage room and size of piping. Type of Permit: 0 New Installation ❑ Addition/Alteration/Repair ❑ Industrial 20015 67th Ave N E 18,900 Property Address: Project Valuation: Lot#: 3 Parcel ID No.: Preferred Contact: O Owner 7Contractor Project Description: Install two (2) toilet rooms within structure. Plumbing ground work, rough in, and set Owner Name: Gayteway Construction Company Office No.: 425 455 6785 Email Address: Jennifer@ gaytewayconstruction.com Cell No.: Mailing Address: PO Box 1727 City: Bellevue State: WA Zip: 98009 Contractor Name: Regional Mechanical Office No.: 425 299 1266 Email Address: CoreyregionaI@comcast.net Cell No.: Mailing Address: 3502 Creswell Rd City: Snohomish State: WA Zip: 98290 L&.I Contractor License Number: REGIOM L794P K Expiration Date: 10/08/2023 REV1.2020 Pagel of 3 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 re pair piping x $15.00 = BackflowAssenibly 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 = Drirkng Fountain X 1 $15.00 = Floor Drains x $15.00 = Grease Interceptor x $75.00 = Grease Trap x $25.00 = Hose Bibb 2 x $15.00 = 30.00 Iceniaker Refri erator x $15.00 = Irrigation- per meter x $25.00 = Kitchen Sink&Disposal x $15.00 = Laundry Tray x $15.00 = Lavatory 2 x $15.00 = 30.00 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. x $ 15.00 = Toilets 2 x $15.00 = 30.00 Urinal x $15.00 = Vacuum Breakers x $25.00 = Water Heater 1 x $25.00 = 25.00 Water Heater- Tankless x $25.00 = Permit Fee 140.00 Table 4-6; Plan Review Fee Processing/Technology Fee $25.00 Total 165.00 REV1.2020 Page 2 of PROPOSED BUILDING USE New ❑ Restaurant ❑ Automotive Based ❑ Addition/Alteration ❑ Office ❑ Machine Shop ❑ Industrial ❑ Medical ❑ Other: CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply. ❑ Ice Machine ❑ Dialysis Equip. ❑ Airwashers ❑ Coffee Urn/Espresso ❑ Hydrotherapy Equip. ❑ Steam Generators ❑ Carbonated Bev. ❑ Dental Equip. ❑ Dye Vats ❑ Ftune Hoods ❑ Laboratory Equip. ❑ Pressure Washers ❑ Degreasers ❑ Autoclave/Sterilizers ❑ Cooling Towers ❑ Hot Tub/Spa ❑ Decorative Fountain ❑ Fire Sprinkler ❑ Aquarium ❑ Swimming Pools ❑ Sprinkler w/chemicals ❑ Lawn Irrigation ❑ Well on property ❑ Other: WASTEWATER DISCHARGE Does the phunbing system currently have a grease ❑ Yes (3 No ❑ Don't Know interceptor? Does the phunbing system currently have an oil/water ❑ Yes C] No ❑ Don't Know separator? Is water used in the business process(washing,rinsing, ❑ Yes (3 No ❑ Don't Know cooling)? Does your business require a NPDES permit? ❑ Yes ❑ No 43 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. L01- � 0—t l Corey Watson 9/2/2022 Signature Print Name Date FOR STAFF USE ONLY PERMIT# ACCEPTED BY: DATE STAMP REV1.2020 Page 3 of 3 MAXWELL° G E R B E R., 1.6 GPF (6.0 LPF) www.gerberonline.com ErgoheightTM Elongated Toilet Features: GMX20918 Included Components: ❑Combination GMX20918 ❑Bowl GMX21928 ❑Tank GMX28990 • Vitreous China •12" Rough-in • 3"flush valve for maximum water force • Fluidmaster 300A Fill Valve • Corrosion resistant flapper • Extra-Large Dual fed siphon jets for high power bowl •100%glazed,2"trapway • Double nut, multi-point tank-to-bowl mounting system for tool-free installation • White/Biscuit/Bone plastic lever • Toilet seat is not included FINISHED Technical Information: WALL 283/;' 730mm 18 9/ Configuration Two Piece, ErgoheightT zomm 472mm Elongated Toilet t Water per Flush 1.6 GPF(6.0 LPF) Rough-In 175/6 O 5'/z' 14'/a" g 12" 440mm 140mm 362mm Height 30'/16" Width 17 5/16" Depth 28 3/4" Tra pway 2" 22mm Large Water Surface 8"/16"x 6 5/16" Shipping weight Bowl S1.9 Ibs Shipping weight Tank 30.4 Ibs 30'/�' Accessories: (To be purchased separately) 3/s"N.PT 764mm N/A SUPPLY T -,--�p 419mm } � 8"�I Other Tank Option$: (To be purchased separately) 8, 8„1 203mm • Insulated Tank GMX28992 203mm 203mm • Tank with Right Hand Lever GMX2899097 12" FINISHED Available Colors: 305mm FLOOR� • White - n " • Other: Refer to Price Book for additional 1526 m 2a6mm colors/finishes - Warranty: 22mm 19'/ • Limited Lifetime on Vitreous China, 494mm refer to the website for more details. C P C® NOTES:All dimensions are in inches and milimeters. Illustrations may not be drawn to scale. IMPORTANT: Dimensions of fixtures are nominal and may vary within the range of tolerances established by ASME standard A 112.19.2 THIS FIXTURE QUALIFIES ACCORDING TO ASME TEST PROCEDURES AS A LOW CONSUMPTION WATER CLOSET WITH AN AVERAGE CONSUMPTION OF 1.6 gpf(6 Lpf)OR LESS. Because we are committed to continual product improvement,specifications are subject to change without notice. 03/20 FOR NON-FREEZE APPLICATIOMS WOODFORD The Model 101 is an anti-siphon protected wall faucet Anti-Siphon designed with the classic Woodford look for irrigation purposes in mild climate areas. The Model 101 utilizes Wa I I Faucet Woodford atmospheric vent and patented check to provide anti-siphon protection.This feature eliminates the need for an add-on vacuum breaker that restricts flow. Model 1 � M' ---IFICATIOt,� • ASSE Standard 1019-Type C approved INLET OPTIONS • UPC 1 IAPMO listed e • Anti-siphon with integral check and atmospheric vent • Not intended for continuous use 101C P COMBINATION INLET Copper Sweat Fitting 4 1/2'K,L or M Inside Listed at: �' 314"M Only Outside http://www.woodfordmfg.com/Woodford/patents/ Wall Flange Not Assembled FI!ATURFIS • IAPMO Listed 101CP ��- COMBINATION INLET • 3/4" male hose thread nozzle ""r 4v __ ' 1/2'Male Pipe Thread t/2'Female Sweat • EPDM packing with adjustable packing nut Wall Flange Not Assembled • Standard "0' size seat washer • No Lead Solder Joints • Red brass head casting 101 P • Solid brass valve stem COMBINATION INLET 314"Male Pipe Thread • Powder coated die cast aluminum wheel handle r 12"Female Pipe Thread • Adjustable. polycarbonate wall flange Wall Flange Not Assembled • Max Pressure: 125 p.s.i. • Max Temperature: 1200 F • Shipping Weight: 4.5 Ibs per carton Sold in cartons of 6. - 101Px !��- 112"PEX Tube Fitting voli+� e' Wall Flange Assembled Woodfordy Excellence Since lI?9 101CM COMBINATION INLET 4k4 112"Compression Fitting Proudltr,1 fade In The f'..S.,l. 1/2"Copper Sweat Fitting Wall Flange Not Assembled For instructions . . to www.woodfordmfg.com :00 .0 When ordering, specify model and inlet. :1.2018 WOODFORD Mfg. Rev 6/18 Form No. 101.107 MOEN@ S p e ci f i c a t i o n s COMMERCIAL DESCRIPTION • Solid brass construction • Chrome,Brushed Chrome or Brushed Nickel finish • 1/2"IPS connections • Solid brass waterways OPERATION • Lever handle • Temperature controlled through 1 10'arc of handle FLOW Standard aerator is limited to 2.2 gpm max.(8.3 L/min) Single Handle Lavatory Faucet CARTRIDGE • Ceramic disc cartridge*(with temperature limit stop) • Nonmetallic/nonferrous and ceramic material WATERSENSE STANDARDS MODEL FLOW(gpm) DRAIN FINISH CERTIFIED • Third party certified to WaterSense°(only applies to 1.5 gpm), 8413 2.2 without Chrome ASME All 12.18.1/CSA B125.1,and all applicable requirements 8413F15 1.5 without Chrome x referenced therein including NSF 61/9 84131`05 0.5 without Chrome • Contains no more than 0.25%weighted average lead content 84131`03 0.35 without Chrome • Complies with California Proposition 65 and with the Federal Safe 8414 2.2 Metal Chrome Drinking Water Act 8414BC 2.2 Metal Brushed Chrome • ADA ® for lever handles 8414BN 2.2 Metal Brushed Nickel WARRANTY �atier5e��� • Warranted for 5 years against material or manufacturing defects r' o s EPA G� : See table above I NOTE: This faucet is designed to be installed thru 3 holes, 1"min.dia. HOT COLD 55' 55' 7" (128mm) 6" (153mm) a d 111 1 6-5/8" 5-5/8" O y__ (168mm) (143mm) 2-1/2" 5" (64mm) (127mm) I I LI-1/8"MAX. (29mm) 2" 2" (51mm) (51mm) 2-7/16" ^(62mm) CRITICAL DIMENSIONS (DO NOT SCALE) MOEN SPECIFIER SERVICES 1-800-321-8809 Ext.2158 Rev.9/12 www.moen.com FOR NON-FREEZE APPLICATIOMS WOODFORD The Model 101 is an anti-siphon protected wall faucet Anti-Siphon designed with the classic Woodford look for irrigation purposes in mild climate areas. The Model 101 utilizes Wa I I Faucet Woodford atmospheric vent and patented check to provide anti-siphon protection.This feature eliminates the need for an add-on vacuum breaker that restricts flow. Model 1 � M' ---IFICATIOt,� • ASSE Standard 1019-Type C approved INLET OPTIONS • UPC 1 IAPMO listed e • Anti-siphon with integral check and atmospheric vent • Not intended for continuous use 101C P COMBINATION INLET Copper Sweat Fitting 4 1/2'K,L or M Inside Listed at: �' 314"M Only Outside http://www.woodfordmfg.com/Woodford/patents/ Wall Flange Not Assembled FI!ATURFIS • IAPMO Listed 101CP ��- COMBINATION INLET • 3/4" male hose thread nozzle ""r 4v __ ' 1/2'Male Pipe Thread t/2'Female Sweat • EPDM packing with adjustable packing nut Wall Flange Not Assembled • Standard "0' size seat washer • No Lead Solder Joints • Red brass head casting 101 P • Solid brass valve stem COMBINATION INLET 314"Male Pipe Thread • Powder coated die cast aluminum wheel handle r 12"Female Pipe Thread • Adjustable. polycarbonate wall flange Wall Flange Not Assembled • Max Pressure: 125 p.s.i. • Max Temperature: 1200 F • Shipping Weight: 4.5 Ibs per carton Sold in cartons of 6. - 101Px !��- 112"PEX Tube Fitting voli+� e' Wall Flange Assembled Woodfordy Excellence Since lI?9 101CM COMBINATION INLET 4k4 112"Compression Fitting Proudltr,1 fade In The f'..S.,l. 1/2"Copper Sweat Fitting Wall Flange Not Assembled For instructions . . to www.woodfordmfg.com :00 .0 When ordering, specify model and inlet. :1.2018 WOODFORD Mfg. Rev 6/18 Form No. 101.107 Permit#: 5760 Permit Date: 01/05/24 Permit Type: COMMERCIAL PLUMBING Project Name: Gayteway Lot 3 Applicant Name: Regional Mechanical Applicant Address: 3502 Creswell Rd Applicant, City, State, Zip: Snohomish, Wa, 98290 Contact: Cory Watson Phone: 4252991266 Email: coreyregional@comcast.net Scope of Work: install plumbing UG, RI and Trim for two new toilets Valuation: 18900.00 Square Feet: 7670 Number of Stories: 1 Construction Type: 11113 Occupancy Group: S-2; Storage Low Hazard ID Code: Permit Issued: 01/09/2024 Permit Expires: 09/03/2024 Form Permit Type: COMMERCIAL PLUMBING Status: EXPIRED Assigned To: Hannah Hardwick Property Parcel# Address Legal Description Owner Name Owner Phone Zoning GAYTEWAY 300 INDUSTRIAL/ 31051400203900 20215 67TH AVE NE BLA#201907225010 BUSINESS PARK, MANUFACTURING LLC Contractors Contractor Primary Contact Phone Address Contractor Type License License# REGIONAL COREY 425-299-1266 3502 CRESWELL PLUMBING UBI 604 436 412 MECHANICAL LLC WATSON RD CONTRACTOR REGIONAL COREY 425-299-1266 3502 CRESWELL PLUMBING LABOR®IOML794PK MECHANICAL LLC WATSON RD CONTRACTOR INDUSTRIES Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status C08.PLUMBING Chemo is the onsite contact. 03/04/2024 ROUGH-IN Please call to coordinate 03/05/2024 03/05/2024 BUILDING Approved time.206-708-9530 O1/16/2024 C08.PLUMBING O1/17/2024 01/17/2024 BUILDING Approved ROUGH-IN Fees Fee Description Notes Amount Plumbing Commercial Plan Review Table 4-1 $297.67 Processing/Technology $25.00 Hose Bib $30.00 Kitchen Sink&Disposal $30.00 Lavatory Toilet&Sink Only $30.00 Plumbing Base Permit Fee $25.00 Water Heater(Tank) $25.00 Credit Card Service $8.93 Credit Card Service $4.95 Total $476.55 Attached Letters Date Letter Description O1/09/2024 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount O1/05/2024 XBP Conf: $297.67 162455831 O1/05/2024 Corey Watson 162455831 $8.93 O1/08/2024 XBP Conf: $165.00 162633147 O1/08/2024 Corey Watson 162633147 Hannah Hardwick $4.95 Outstanding Balance $0.00 Notes Date Note Created By: 08/30/2024 Sent final expiration notice. Kristin Foster 08/05/2024 Sent expiration notice. Kristin Foster O1/09/2024 sent permit for signature via iworqs Hannah Hardwick Uploaded Files Date File Name O1/09/2024 18124244-2024 BLD5760 Issued Permit.pdf O1/05/2024 18090630-20240105 BLD5760 CommPlumb.pdf O1/05/2024 18090631-20240105 BLD5760 GerberToilet.pdf O1/05/2024 18090632-20240105 BLD5760 Meon8413Faucet.pdf O1/05/2024 18090633-20240105 BLD5760 Plans.pdf O1/05/2024 18090634-20240105 BLD5760 RegionalMechanicalIsometric.pdf O1/05/2024 18090635-20240105 BLD5760 Specifications.pdf O1/05/2024 18090636-20240105 BLD5760 WoodfordModel101HoseBibb.pdf O1/05/2024 18090637-20240105 BLD5760 AmericanStandardLay.pdf O1/05/2024 18090638-20240105 BLD5760 App.pdf 01/05/2024 18090639-20240105 BLD5760 Approved Plans.pdf 01/05/2024 18090640-20240105 BLD5760 Approved Plans V.O.pdf 01/05/2024 18090641-20240105 BLD5760 BradfordWhiteElectricWaterHeater.pdf