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Permit PG19-0182 - PADILLA RESIDENCE - REPLACE ELECTRIC WATER HEATER
PADILLA RESIDENCE 14427 53RD AVE S APN: 7999600050 EXPIRED 05/06/2021 PG19-0182 C Parcel No: Address: Project Name: �=^�x» "�� Tukwila "~U~� v�o n ��nvw��na Departmentnf Community Development ....,...'...~..^~. Tukwila, Washington 9Q1D8 Phone: 206-431�' Inspection Request Line: 2U6-43B-93S0 Web site: http://www.TukwilaWA.gov WATER HEATER PERMIT 7999600050 Permit Number: PG19-0182 PADILLA RESIDENCE Issue Date: 11/8/2019 Permit Expires On: 5/6/2020 Contact Person: Contractor: Address: License No: Lender: Name: Address: 14427MACADAM RDS.TUKVV|U\ WA, 98168 JASMINE COPELAND 1l7l5NCREEK PKVVYS#[-1O6' FAST WATER HEATER COMPANY ll7l5MCREEK PKVVYS STE(-lO6' BOTHELL, WA, 98011 ''' Phone: (425)636-7084 Expiration Date: 1/4/2020 DESCRIPTION OF WORK: REMOVE/REPLACE ELECTRIC WATER HEATER Valuation of Work: $987.00 Water District: TVKVV|LA Sewer District: TUKVV|LA Fees Collected: $52.50 Current Codes adopted bythe City ofTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: international Fuel Gas Code: ized Signature: National Electrical Code: VVACities Electrical Code: VVA[296468: y Code: I hearby certify that I have read and examined this permit and know the same to be true and correct, All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority toviolate orcancel the provisions ofany other state orlocal laws regulating construction urthe performance cfwork. |annauthorized tosign and obtain this development permit and agretAo the co9k VtiW attached to this permit. Date: �^ /��� PhntName�~�.^��n_^�T " /� � .~ ~/�-'^~��� This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended o,abandoned for aperiod uf18Odays from the last inspection. PERMIT CONDITIONS: 1: *~*PLUK4B|NG/GA3PIPING PERMIT CONDITIONS` Z: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained atthe job and available tothe plumbing inspector. 4: All plumbing and gas piping systems shall beinstalled incompliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall betested and approved asrequired bythe Plumbing Code and Fuel Gas Code. Tests shall beconducted inthe presence ofthe Plumbing Inspector. |tshall bethe duty of the holder cfthe permit tomake sure that the work will stand the test prescribed before giving notification that the work isready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision ismade toprotect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall beinsulated tnminimum R'3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall beprotected bysteel nail plates not less than 18gauge. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded inconcrete o,masonry. lO: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall beprotected inaccordance with the requirements ofthe building code. ll: Piping inthe ground shall belaid onofirm bed for its entire length, Trenches shall bebackfiUedinthin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, dndarfiU,frozen earth, orconstruction debris. 12: The issuance ofapermit orapproval ofplans and specifications shall not beconstrued tnbeapermit for, nr an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use nrother occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards inaccordance with RCVV 192717Uand the 2OO6 Uniform Plumbing Code Section 40ZnfWashington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2UG)43a'9]SU 1900 PLUMBING FINAL 8005 K0UGH'|NPLUN10NG Permit Center 6300 Southcenter Blvd, Si100 Tukwila, WA 98188 http:fiwww. I ukwiraWA.gov jPro ect No: balq Apvlitation, cent&l: ate Application is. 07-tig.olke PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SIT OCAT ON s Site Address: Tenant Name: sict 11\01 LayA) PROPERTY OWNER. Name: wilvA cow ,,Lisyy)i Address: 1,„\,x-ri... 55vs fi...,ic S cityut.vu; \ R State: Zip: e . , 44,1th PERSON -, persomttoetving an project coaiflicaiori Name: GiS Address: City: State: Pr__ Zip: Phone: 5— (;) L,fF : bp,, 1.0 Email: \ f)fyn I k-S OP6LSAVOA,4extqateirt( King Co Assessor's Tax No.:10161 ,0 Suite Number: Floor: New Tenant: 0 Yes O.. No PLE*IlltiZ c1.'9'1.1 06 7---: 7- '•0' - -, Company Name: 'MST vVA -\--- e- - Address: , , 1 i 5 C,--t o 6 City: State:W Zip:C1D t Phone:L.-,tg.gb .;Lo-Thr,-..s\.„\ F ... ax: Ligis-- vs u31,0 Contr Reg No.: f Asi-vm \Aav_4%cExp Date: Tukwila Business License No.: i5 oS _ 6 Gig 14,--3p0 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: EliNApplicationsTarms-Applications On Line\ 201 1 Applications \Plumbing Permit Application Revised 3-9-11.docx Revised: August 2011 bh Sewer: Page 1 of 2 Dishwasher, domestic wi • d Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprink4er- baelc,flow- p o ion 1-5) Fixture Type QtY Bidet Drinking fountain or water cooteriper-head) Lavatory Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment BacIdlow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in sprinklebacktlow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial - Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 min) diameter Gas piping outlets Fixture Type : .. Qty Dental unit, cuspidor Floor drain indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backfiow protection devices PLIO:fitSik &OTIS - r•-• Value of Construction —In all cases, a. value of construction amount should be entered by the applicant This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review —Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 10143 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN1R OR AUTHORIZED ENT: Signature: Print Name: Mailing Address-: .J=C-10 Day Telephone: City Date: g5 Ip ct&O State Zip H: \ApplicationstiForms-Apptications On LuseliOl I Applications \Plumbing Permit Application Revised 3-9-I I .docx Revised: August 201 I di Page 2 of 2 Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK ' PAID $52.50 PG19-0182 Address: 14427 53RD AVE S Apn: 7999600050 $52.50 PLUMBING $50.00 PERMIT ISSUANCE BASE FEE R000,322.100.00.00 0.00 $35.00 WATER HEATER FIXTURE FEE R000.322.103.00.00 0.00 15.00 TECHNOLOGY FEE $2,50 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R19033 R000.322.900.04.00 0.00 $2.50 $52.50 Date Paid: Friday, November 08, 2019 Paid By: FAST WATER HEATER COMPANY Pay Method: CHECK 6791 Printed: Friday, November 08, 2019 9:36 AM 1 of 1 C SYSTEMS FAST WATER HEATER COMPANY° Page 1 of 4 Zig% 5 t t5e It.v.tann.W lb. labor & Indust' les (imps:yin 1.waAL_:m, Contractors FAST WATER HEATER COMPANY Owner or tradesperson Principals JORDAN, JEFFERY DAVID, PARTNER/MEMBER HANLEYBROWN, JASON, PARTNER/MEMBER Doing business as FAST WATER HEATER COMPANY WA UBI No. 602 564 544 Parent company FWH ACQUISITION COMPANY LLC 11715 N CREEK PARKWAY S, C-106 BOTHELL, WA 98011 425-814-8381 KING County Business type Limited Liability Company Governing persons JEFFREY DAVID JORDAN JASON HANLEYBROWN, License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. FASTWWH948BC Effective — expiration 01/0312006— 01/04/2022 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 549792C Active Meets current requirements. $12,000.00 Received by L&I Effective date 01/03/2006 01/01/2005 Expiration date Until Canceled Insurance American States Insurance Co $1,000,000.00 Policy no, 01C155607670 Received by L&I Effective date 02/15/2019 02/17/2018 Expiration date 02/17/2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. I • TT-37—C rInc‘ncn A 9.1- Te,--C A Q'T'AITAITT_TOA S2Ro Aw= 1 1 /2 /1111 0 FAST WATER HEATER COMPtY License Violations Page 2 of 4 Infraction no. PCZIK02125 Issue date 06/16/2017 Violation city BOTHELL Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage In the trade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. Infraction no. PFAZFO0278 Issue date 04/12/2016 Violation city BOTHELL Type of violation PLUMBER INFRACTION Description Contractor failed to provide proper supervision as required. Infraction no. FCHMA01002 Issue date 04/01/2016 Violation city BOTHELL Type of violation FAS INFRACTION Description Failure to correct alteration violations to a mobile home or manufactured home as required. Infraction no, FCHMA00995 Issue date 02/29/2016 Violation city BOTHELL Type of violation FAS INFRACTION Description Failure to correct alteration violations to a mobile home or manufactured home as required. Infraction no. PSACE00226 Issue date 01/05/2015 Violation city BOTHELL Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage In the trade of plumbing without a current journeyman, specialty or trainee certificate, Satisfied RCW/WAC 18.106.020 Violation amount $1,000.00 Satisfied RCW/WAC 18.106.020 Violation amount $1,000.00 Satisfied RCWJWAC 43.22.435 RCW Violation amount $400.00 Satisfied RCW/WAC 43.22.435 RCW Violation amount $200.00 Satisfied RCW/WAC 18.106.020 Violation amount $1,000.00 htinc•//cPrure In; NAIP CYCIVR/PrIfV inPt211 acnv71. TRT=ACOS64544..RrI TC=F A STWW1494RRCRTS A W-= 1 1 /ROM FAST WATER HEATER COMPANYC, temporary permit or medical gas endorsement as required. (Employed Christopher William Best to engage in the trade of plumbing while in possession of an expired trainee certificate at above SFR) Infraction no. PSACE00227 Issue date 01/05/2015 Violation city BOTHELL Type of violation PLUMBER INFRACTION Description Contractor failed to provide proper supervision as required. (Employed plumber trainee Friedrich Laurence Timmons to engage in the trade of plumbing at above SFR without providing him with supervision required by statute) Infraction no. PESPRO0717 Issue date 09/26/2014 Violation city BOTHELL Type of violation PLUMBER INFRACTION Description Contractor failed to provide proper supervision as required. Contractor failed to provide proper supervision as required. Chris L Lowrie /plumber trainee installed a hot water tank without supervision. Satisfied RCW/WAC 18.106.020 Violation amount 51,000.00 Satisfied RCW/WAC 18.106.020 Violation amount 51,000.00 Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers* comp premiums. L&I Account ID Account is current. 053,806-01 Doing business as FAST WATER HEATER COMPANY Estimated workers reported Quarter 3 of Year 2019 "76 to 100 Workers" L&I account contact T3 / STEPHANIE HENDERSON (360)902-5598 - Email: HSTE235@lni.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training— Effective July 1, 2019 Needs to complete training. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been Issued against this contractor. Page 3 of 4 • •.c. TTIT—C(V1CL A CA 4 P..1" TC—IT A CTIIIIIILICIAQDr.P.0 A II7= 1 1 02/1(11 FAST WATER HEATER COMP Workplace safety and health Page 4 of 4 Check for any past safety and health violations found on jobsites this business was responsible fo No inspections during the previous 6 year period. httric•//cPrnrP lni uPa rtnv/varifv/Tletail acriv9T TRT—Af')Stid'ddR,T T('—F 0 QTW\x/LIQdRRfRrc 0 \7,/— 1 1 /2/2f11 Q SE 1/4, NE 1/4, SEC.15, T.23N., R.4E., W.M. REVISIONS • Awl Layout Tab: C-001 COVER SHEET Filename: ,pbsenvian 11Projects.5000 \41492,Nodong, Sheets \ Cover Sheet.dwg HOLADAY-PARKS PARKING LOT NO, alb ,uLiit, alar .iittal and mav InClUde aCtlitiOPO 01.111, HITE CENTE SITE VICINITY MAP SCALE: 1" = 0.5 Mile (@ 22X34) CITY OF TUKWILA, WASHINGTON LAKE WASHINGTON FILE COPY I Permit No, ,i)/c1 review amov 0, to errors anc ximance con,,ns s «Cio D19-0182 PROJECT OWNER BC & G LLC PHONE: (206) 248-9700 ADDRESS: 4600 S 134TH PL TUKWILA, WA 98168 SITE ADDRESS 4625 S 134TH PL TUKWILA, WA 98168 ( PROJECT ENGINEER PBS ENGINEERING AND ENVIRONMENTAL DAVE SEGAL, PE PHONE: (425) 654-8768 ADDRESS: 1180 NW MAPLE ST, STE 160 ISSAQUAH, WA 98027 PARCEL NUMBER 2613200051 IBC OCCUPANCY CLASSIFICATION BUILDING AREA STORAGE GROUP S 240 SF SURVEY CONTROL: HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE SYSTEM - NORTH ZONE, NAD 1983/91 VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88) BASIS OF COORDINATES: FOUND CONC. MON. W/INVERTED NAIL IN CONC. DOWN 1.0'. S.E. CORNER DLC #37. ELEVATION=54.81 PER GPS OBSERVATION LEGAL DESCRIPTION THE NORTHEAST 252 FEET OF THE SOUTHEAST 0.86 ACRES OF TRACT 14, FOSTORIA GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON. EXCEPT THE NORTH 10 FEET OF THE NORTHEAST 119.11 FEET OF THE SOUTHEAST 0.86 ACRES OF LOT 14. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Cl" Mechanical 0Electrical Mumbing Gas Piping alniCIY1,:r(7117trION PROJECT DESCRIPTION HOLADAY-PARKS PROPOSES TO DEVELOP THE PARCEL NOTED ABOVE INTO A PARKING LOT TO INCREASE PARKING CAPACITY.E.Q13___ THEIR CORPORATE OFFICES LOCATED ACROSS S 134TH PL. Tit REVIEWED FOR NEW PARKING LOT WILL BE IN IN ACCORDANCE WITH CITY OF , CODE COMPLIANCE TUKWILA DEVELOPMENT REGULATIONS. APPROVED Sheet Number SHEET LIST TAB Sheet ID Sheet Title C-001 COVER SHEET C-002 GENERAL NOTES C-101 TESC PLAN C-201 SITE PLAN C-202 DETAILS C-301 GRADING AND DRAINAGE PLAN C-401 LANDSCAPING PLAN C-402 LANDSCAPE DETAILS AND PlANT LIST C-403 IRRIGATION PIAN C-404 IRRIGATION DETAILS 41 OCT 06 2020 Sly) City of Tukwila 1 BUILDING DIVISION 1 RECEIVED cl-ry KWH, PERMIT CENTER RECEIVED JUN lib Ail', TUKWiLA PUBLIC WORK, DVci- DI a PERMIT DRAWINGS a. rt1 K".scryLig. DET,I.E1E13. CHEDCAIEDt MAY 10, 2019 41492.000 SHEET ID C-001 Full Size Sheet Format Is 22x34; If Printed Si. Is Not 22x34, Then This Sheet Format Has Been Modified Indi.ted Drawing Scale Is Not Accurate. SHEET 1 OF 10 Filename: ',Projects \ 4500014149Morking\Sheets\Cover Sheet.dwg GENERAL 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179. 3_ REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206-433-0179. THE IVR INSPECTION LINE AT 206-438-9350 OR ONLINE PORTAL HTTPS://PERMITTING.TUKW ILA.GOV/ 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND 8. CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. CONSTRUCTION 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FORA REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PERMITTEE/CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. GRADING AND EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL 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 PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS -OF -WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: 14. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. 15. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. 16. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. 17. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. 18. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES TO FINISH GRADE IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL 2016, UNLESS OTHERWISE APPROVED_ 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS", "DRAINS TO WETLANDS", OR `DRAINS TO GROUNDWATER", AS APPLICABLE. INSTALL 4 INCH RAISED PAVEMENT STORM DRAIN MARKERS AT ALL CATCH BASIN INLETS. REFER KING COUNTY SURFACE WATER DESIGN MANUAL 2016 IT .` . 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. D19-0182 REVISIONS ARESPONSE TO CITY COMMENTS AUGUST 13, 2020 .......:, `di) REVIEWED FOR I CODE COMPLIANCE APPROVED OCr 0 6 2020 cloy of Tukwila BUILDIfVG DiVIS1ON j ION am 9 � Of� N0 at 'ateE � of W N Q f0 c m ?1 m .5 Q u a m ELM6 W N (!/ N ea a.. a Knew what's below. Cal I before yoo dig. DESIGNED: DKE CHECKED: DAS SEP 30, 2019 41492.000 SHEET ID C-002 SHEET A OF 1 O Full Size Sheet Format Is 22., If Printed Size Is Not 22.4, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. I User: Mingming Gui 3 Filename:\\pbsenv.IaMITrojects\45000\4149.Working\Sheets.rosion Control.dwg PARCEL 2613200047 ARION PARTNERS LLC — • — COMPOST SOCK (TYP) EXIST FL PATH / 1 WETLAND A \ (UNINVENTORIED) WETLAND A BOUNDARY \c` EXIST FENCE TO REMAIN ▪ PARCEL 2613200025 ANTONY NGUYEN & TRANG PHAM JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE 2"X2" BY 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4"x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT SILT FENCE DETAIL PER KING COUNTY SWDM FIGURE C.3.6.A / REDUCED 25' WETLAND BUFFER EXISTING 50' WETLAND BUFFER PROPERTY LINE / (TYP) FILTER MEDIA FOR DEWATERIN EXISTING 100' STREAM BUFFER EDGE OF EXIST! GRAVEL LOT EDGE OF EXISTING GRAVEL LOT PARG :L 2613200048 ARION PARTNERS LLC EXIST FLOW \ PATH INLET PROTECTION --- PARCEL 2 13200028 EXISTING 100' \ STREAM BUFFER MANE A ION NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS: • A MIN. 0.5 C.F. OF STORAGE, • THE MEANS TO DEWATER THE STORED SEDIMENT, • AN OVERFLOW, AND • CAN BE EASILY MAINTAINED. CATCH BASIN INSERT PER KING COUNTY SWDM FIGURE C.3.9.B READ JCED 50' STREAMBUFFER SOUTHGAT'1;<CREEK CENTERLINE\ 2" x 2" x 24" UNTREATED WOODEN STAKE COMPOST SOCK SL6O ES GREATER THAN 15 EAST FORK \EAST FORK S'OUTHGATE CREEK ORDINARY HIGH iI WATER COMPOST SOCK PER WSDOT STD PLAN 1-30.40-01 RIGHT OF WAY EXISTING SITE DRIVEWAY EDGE OF EXIST / PAVEMENT I 'II�- I I I I I F'E-CODE VIEWE CIOMPL:ANCE/ APPROVED City of Tukwila BUILDING DIVISION ,y 3OV1d HI PC S EAST FORK SOUTHGATE CREE CENTERLINE EAST FORK SOUTHGATE CREEIE1 ORDINARY HIGH I WATER 45' RIGHT OF WAY/ Scale 1" = 10' 5 10 20 LEGEND CLEARING LIMIT 0 SILT FENCE 1111111111111 COMPOST SOCK INLET PROTECTION GENERAL NOTES 1. NO TREES SHALL BE AFFECTED. 2. REMOVE ALL GRAVEL WITHIN CLEARING LIMITS. 3. SLOPES FROM THE EXISTING GRAVEL LOT TO SOUTHGATE CREEK EXCEED 15%. 4. THE EXISTING SITE DRIVEWAY WILL BE USED AS THE CONSTRUCTION ENTRANCE. 5. STOCKPILING WILL OCCUR WITHIN THE EXISTING GRAVEL LOT. CITY 07 TUKWIL A Di 9-0182 PERMITDRAWh'iGS co a Know what's bCIOW. CaII before you dig. DESIGNED: DKE CHECKED: DAS MAY 10, 2019 41492.000 SHEET ID C-101 Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. SHEET 3 OF 1 0 n\I\ Projects\45000W149Morking1Sheets\Site Plan and Details.dwg IL LA DSCAPING PER LA DSCAPE PLANS C 01 & C-402 EXIST ' LOW / PATH WETLAND A (UNINVENTORIED) \ I N WETLAND A / / BOUNDARY PARCEL 2613200047 ARION PARTNERS LLC EXISTING 50' WETLAND BUFFER REDUCED 25' WETLAND BUFFER / / //�. / / j // / / // / /// / /.// // / / Y / / / / / / / / // ./ / / /` /_, / / / / 1. LOA / / / / / / / / / / / / / / y / / / / /FT�3 / / V. _ / / / /7 EXISTING 100' STREAM BUFFER SLO}\ES GREATER THAN 15% % I E CED 0' EXIST FLOW 1 STRB> BUFFER EAST FORK EDGE OF EXIST! G I PATH \ SOUTHGATE CREEK \ 2s CENTERLINE \30 GRAVEL LOT ASPHALT PERMEABLE PAVEMENT 20' (TYP) EXIST FENCE • PARCEL . 613200025 •/ ANTONY NG2.IY/ 3 & TRANG PHAM / EXISTING 50' WETLAND BUFFER PROPERTY LINE Z (TYP) GENERAL NOTES 1. NO TREES SHALL BE AFFECTED. 2. SLOPES DIRECTLY UPHILL OF SOUTHGATE CREEK EXCEED 15%. 3. THE EXISTING SITE DRIVEWAY WILL BE USED AS IS FROM S 134TH PL TO PROPOSED IMPROVEMENTS. 4. SEE LANDSCAPING AND IRRIGATION PLANS ON SHEETS C-401 THRU C-404 FOR RESTORATION PLANTINGS AND IRRIGATION DESIGN. 5. SEE GRADING AND DRAINAGE PLAN ON SHEET C-301 FOR DETAILED STORM DESIGN. 6. SEE DETAIL SHEET C-202 FOR SITE DETAILS. 7. PARKING STALLS SHALL BE PAVED WITH PERMEABLE PAVEMENT. CB 1 BICYCLE PARKING 240 SF BUILDING EDGE OF EXISTING GRAVEL LOT EXISTING 100' F \RCEL 2613200028 STREAM BUFFER MANEA ION FIRE DEPARTMENT NOTES 1. AN EXISTING FIRE HYDRANT LOCATED NORTHWEST OF THE SITE IS WITHIN 150' OF THE STRUCTURE BY LINE OF VEHICULAR TRAVEL. 2. NO PORTION OF THE STRUCTURE IS OVER 300' FROM THE HYDRANT. \FAST FORK SOUTHGATE CREEK ORAETtRY HIGH 1 WATER EXIST WATI=R METER 10 as PARKING REQUIREMENTS ADA STALLS REQUIRED 1 ADA STALLS PROPOSED 1 PARKING STALLS REQUIRED 1 PARKING STALLS PROPOSED 4 D19-0182 rt EXISTING FIRE HYDRANT r*2 EXISTING SITE DRIVEWAY EDGE OF EXIST PAVEMENT I—. EAST FORK SOUTHGATE CREEK CENTERLINE EAST FORK SOUTHGATE CREEK ORDINARY HIGH WATER 1�= 45' RIGHT OF WAY/ I1 I i Scale 1" = 10' 0 5 10 20 iRECEi ED CITY OF TUKWILA PERMIT CENTER PERMIT AWINGS 9 C A p,� No U) C '� W T W C Hp> Y @N@ fD 6W NNt�`! 1 SITE PLAN FOR: Know wnars below. CaII before you dig. DESGED: DKE CHECKED: DAS MAY 10, 2019 41492.000 SHEET ID C-201 Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. SHEET 4 OF 1 O CAD Plot Date/Time: 6/3/2019 1:27:33 PM User: Mingming Gui Layout Tab: C-202 DETAILS Filename: \ pbsenvian \ I \ Projects \ 45000 .1492 \Working\ Sheets \Site Plan and Details.dwg METER BOX NOTES: ROW / PROPERTY LINE 2' UNIONS (2) ; I -pirevettilegs FOR METER SEE WS-01 SECTION CUSTOMER SUPPLY PLAN 1. DCVA MUST BE SELECTED FROM WSDOH APPROVED INSTALLATIONS LIST, MUST BE TESTED UPON INSTALLATION BY A WSDOH CERTIFIED BACKFLOW ASSEMBLY TESTER, AND MUST BE TESTED ANNUALLY THEREAFTER BY THE OWNER. 2. THE BACKFLOW ASSEMBLY BOX/ENCLOSURE WILL BE SET AT THE SAME GRADE AS THE METER BOX UNLESS OTHERWISE APPROVED BY THE ENGINEER 3. ADDITIONAL ROOM MAY BE REQUIRED FOR TESTING AND MAINTENANCE. 4. WHEN TEST COCKS ARE FACING SIDEWAYS THERE MUST BE A MIN. OF 6" CLEARANCE FROM THE SIDE OF THE VAULT. 5. TEST COCKS MUST BE PLUGGED. 6. FOR VEHICLE TRAVEL AREA, USE TRAFFIC RATED BOX AS APPROVED BY THE ENGINEER. NOT TO SCALE City of Tukwila & SMALLER DOUBLE CHECK VALVE DCVA FOR PRIVATE USE SHEET: WS-23 LAST REVISION: APRIL 2019 APPROVAL: H. PONNEKANTI DOUBLE CHECK VALVE ASSEMBLY PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS FIGURE WS-23 RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION F CE OF CURE 1=L7P707,; TSI:g.OrCtr ZZL, I 18 I DEPRESSED CURB SECO. NOTES: 0"707. FELTSFEEF Fc,EFtEi,°,<T;=-7 `ZEETZrcRuER'BE 1. ALL CEMENT CONCRETE CURBS SHALL BE CONSTRUCTED WITH AIR ENTRAINED CONCRETE CLASS 3000 PSI CONFORMING TO WSDOT STD. SPEC. 6-02 EXCEPT AS SPECIFIED IN NOTE 2. 2. CEMENT CONCRETE CURB OR CURB AND GUTTER ALONG THE FULL WIDTH OF A DRIVEWAY ENTRANCE SHALL BE CONSTRUCTED WITH AIR ENTRAINED CONCRETE CLASS 4000 CONFORMING TO WSDOT STD. SPEC. 6-02. 3. CURB EXPANSION JOINT TO BE PLACED EVERY 15'. 4. REMOVAUREPLACEMENT OF CEMENT CONCRETE CURB SHALL BE FROM EXPANSION JOINT TO EXPANSION JOINT UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. FOR CURB AND GUTTER CATCH BASIN SURROUND SEE RS-15. NOT TO SCALE City of Tukwila CEMENT CONCRETE CURB DETAIL SHEET RS-04 LAST REVISION: APRIL 20. CEMENT CONCRETE TRAFFIC CURB PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS FIGURE RS-04 NOT. ilT:21:8Akff;fi'll1L4''''';:::5:i7=140TDIe'en117:413F::::"::)20A'Ill 21,:a7A511,71:,dcru=121,nr,„trnrjo (2,?;n1nA).:0rF2,::::'" ' CATCH BASIN TYPE 1 PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS FIGURE DS-01 TRENCH DEPTHS DRAINAGE SYSTEM: DIP: 18" MIN PLASTIC PIPE: 24" MIN WATER SYSTEM: 3' MIN, 6' MAX SEWER SYSTEM: 18" MIN BELOW BOTTOM OF WATERMAIN TRENCH WIDTHS DRAIN AND UNDERDRAIN: INSIDE DIAM + 12" PIPES 15" AND SMALLER: INSIDE DIAM + 30" PIPES 18" AND LARGER: (INSIDE DIAM . 1.5) + 18" NOTE: 1. FOR PUBLICLY OWNED UTILITIES BACKFILL COMPACTION SHALL ACHIEVE 95% MAXIMUM DENSITY IN ROADWAYS AND 85% MAXIMUM DENS, IN NON -TRAFFIC AREAS. 2. ALL BEDDING SHALL BE 5/8" MINUS CRUSHED ROCK (CSTC PER WSDOT 9-03.9(3)) COMPACTED TO 90% MAXIMUM DENS,. 3. REFER TO RS-03 FOR PAVEMENT PATCHING. 4. PAVED AREAS: BACKFILL WITH 5/8" MINUS CRUSHED ROCK (CSTC PER WSDOT 9-03.9(3)). 5. UNPAVED AREAS: BACKFILL WITH NATIVE MATERIAL APPROVED BY THE ENGINEER OR CRUSHED ROCK PER WSDOT 9-03.9. 6. SEPARATION LESS THAN 18 INCHES SHALL BE APPROVED BY THE ENGINEER. 6 INCHES OF ETHAFOAM PAD SHALL BE INSTALLED BETWEEN UTILITIES. NOT TO SCALE City of Tukwila UTILITY TRENCH BEDDING AND BACKFILL SHEET: G-1 LAST REVISION: APRIL 2019 APPROVAL: H.PONNEKANTI UTILITY TRENCH PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS FIGURE G-1 0.25' COMPACTED DEPTH HMA 0.50' COMPACTED DEPTH CSBC COMPACTED SUBGRADE 0.25' COMPACTED DEPTH POROUS CONCRETE 0.50' COMPACTED DEPTH NZICDFEIEBDOARD Ta.Kc2-crTCHES PIPE 0.D. 1, 0 MIN. END CAP OR PLUG CLEAN OUT VVYE FROM PIPE "YD'FLPLR/ITZT" PIPE TCYOPVEE11270WC/111-G)) A Y INFLUENT PIPE (M. DESIGN FLOW <0.5 CFS PER TRENCH) CLEAN OUT VVYE FROM PIPE PIPE 0.D. 1'-0 20, MAX, MI S SECTION A -A NTS FDTIrE ITR ')AT_El9R°ENNDC H IF NECESSARY Z/Z11_117 COVER FLOW TO OTHER BRANCHING CB'S AS NECESSARY 2" Jii"oGrFgk.,DEEs.BOARD "FOR WATER QUAL, FACILITIES, 2(71gpl'ENN'S1206,1;';'k)1,71;1'.:AIFNCGR FILTER FABRIC TRENCH LINER 1;giFfri:)D ROCK MIN 6" PERFORATED PIPE LAID FLAT 7.71raTEMNTBALIFT4fr!UF:ELTE;FAELLiELsPiL E 1EN SATNR.SEEIF IRki;ingtfigaDAND 3C ° NET4LEsPNKT/M11 A ME111' SEE DISPERSION TRENCH PER KING COUNTY SWDM FIGURE C.2.1.D \ / .N/1.\\/\\\\A\\-<\ \ \\ \.<•\\(' /\\//, \//s, ASPHALT PAVEMENT SECTION FREE DRAINING CSBC COMPACTED SUBGRADE ;MA PERMEABLE PAVEMENT SECTION D19-0182 REVIE1NE0FOR APPROVEDNCEI CODE COMPLIA (6 2020 I _ City of Tukwila BUILDING DIVIS/ONI PERP, PERMIT DRAWINGS tn a. BII DETrEIED: CHEDCAI1ED: MAY 10, 2019 41492.000 SHEET ID C-202 Full Size Sheet Format Is 22x34; If Printed Size Is Not 22., Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. SHEET 5 OF 1 0 y EXIST FLOW P TH 3% 7.6% PERMEABLE PAVEMENT 20' (TYP) GENERAL NOTES 1. NO TREES SHALL BE AFFECTED. 2. SEE LANDSCAPING AND IRRIGATION PLANS ON SHEETS C-401 THRU C-404 FOR RESTORATION PLANTINGS AND IRRIGATION DESIGN. 3. SEE DETAIL SHEET C-202 FOR UTILITY DETAILS. 4. PARKING STALLS SHALL BE PAVED WITH PERMEABLE PAVEMENT. CB 1 - TYPE RIM 30.67 N:179536. E:128399 8" HDPE IE 28.50 �aa 12'-�� \ \ \ \ \ i\ EARTHWORK VOLUMES TOTAL CUT 156 CY TOTAL FILL 231 CY TOTAL EARTHWORK 387 CY XIST WATER ETER ' DISRSIOKI TR ' CH 34.48 rREVIEWED FOR CODE COMPLIANCE APPROVED OCT 06 2020 City of Tukwila BUILDING DIVISION LAND:CAPI PE NDSCAP Scale 1" = 5' 2.5 5 10 / 91�Iw D19-0182 PERMIT DRA WINGS PERMIT CENTER Know what's below. Call before you dig. DESIGNED: DKE CHECKED: DAS MAY 10, 2019 41492.000 SHEET ID C-301 Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified 8 Indicated Drawing Scale Is Not Accurate. SHEET 6 OF 1 0 Tab: C-401 LANDSCAPING PLAN User. Robert Phipps CAD Plot DateTme: 6/3/2019 1:21. PM Filename: ',Projects145000.14. i Scale 1"0 = 10' 5 1 20 V,A / CONSTRUCTION NOTES: SELECTIVELY CLEAR INVASIVE AND NON-NATIVE VEGETATION TO PRODUCE A 0 BARE SOIL CONDITION. RHODODENDRONS AND OTHER NATIVE VEGETATION TO REMAIN. NO WORK TO BE PERFORMED BELOW OHWM. MECHANICALLY RIP OR CULTIVATE TO 6" DEPTH OF SUBGRADE TO ALLOW FREE DRAINAGE. REMOVE ALL ROAD BASE GRAVEL, DEBRIS, AND ROCKS OVER 2" 0. REPLACE WITH CLEAN SOIL. SEE PLANTING DETAILS. INSTALL 6" DEPTH OF TOPSOIL. NO DEBRIS OR ROCKS OVER 1" 0. USE 0 EXISTING IF AVAILABLE, AMENDED OR IMPORTED AS NEEDED FOR REMAINING QUANTITIES. SEE PLANTING DETAILS AND SPECIFICATIONS. • INSTALL 3" DEPTH OF FINE COMPOST. INCORPORATE EVENLY TO 6" DEPTH. • SEE DETAIL SHEET. • INSTALL 3" DEPTH OF FINE COMPOST. DO NOT INCORPORATE. SEE DETAIL SHEET. rA INSTALL 3" DEPTH OF BARK MULCH IN ALL NON GRASS OR PLANTED AREAS AFTER INSTALLING PLANT MATERIAL. SEE PLANTING DETAILS. CaINSTALL 4" DEPTH OF CRUSHED GRAVEL. Full Size Sheet Format Is 22.; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. 1/' \ \ \ \ \ \ \ PLANT QTY:125 3110 SF INFILL AROUND REMAINING EXISTING VEGETATION 1 0 \ 1 S 0 =7, \ I i _ /_ / ----1 \ \ \ ' ',I , \ I l' I I _ / i \1EI1r / i n Jl D19-0182 CS I CODE REVIEWED COMPLIANCE I APPROVED ` OCT 062020 BUILDING DIVI8 ON CT63 OF TUK',V`iLF, PERVU C` NTFR PE/?MIT DRAWINGS I-- O —J Z Know wham below. Call before you d 9. DESIGNED: RWP CHECKED: RWP MAY 10, 2019 41492.000 SHEET ID C-401 SHEET 7 OF 1 0 CAD Plot Date/Time: 6/3/2019 1:21:19 PM 17 %Aer,okTFE ROOTBALL CHAIN -LOCK TREE TIESEMEDIU(VIHDE/AY,,,DEUJY, 'AfiZI WIDTH, SECUR TIE T N,;;Tair°,°PospIAZ,Z22MUIR R°u" INSTALL TRUNK GROVVTH BASE AT 1" ABOVE FINISH GRADE 4",,C,TFJFLI;,3,/,1/4FNOCA,A,41EJIAIH, INSTALL 3' BARK MULCH CONSTRUCT A 3" WATERING BASIN USING SOIL LOOSEN SIDES OF ROOT MASS, CUT AND SPREAD CIRCLING ROOTS TLZZ'sgrtgrHG017111-EFFROZ BZIE<FILLING zgx,uraRmT,m7s-fataaiwirg,s Fj FA'rpRT,1:2 IAPLE Ft INCH DO NOT OVER -EXCAVATE DIRECTLY UNDER ROOT BALL LOOSEN SOIL NEXT TO ROOTBALL AND SLOPE g rz?AmG r HOLE AWAY FROM ROOTBALL FOR NOTE: THOROUGHLY WATER ROOTBALL REGARDLESS OF SEASON Broadleaf Tree Detail - Staked NOT TO SCALE TOP OF CURB rrPEL 1A-N°SR 3" DEPTH LAYER OF BARK MULCH 3" DEPTH LAYER OF FINE COMPOST, AREAS TO BE WEED FREE PRIOR TO PLACEMENT. g'RpiEmFZIR7-VRrEsEcT'V'-M-VR',FitiTnitlis,',TsgtEc°, LESS THAN 70% SAND, LESS THAN 20% CLAY, AND LESS THAN 50% SILT. PH BETWEEN 6.0 TO 7.0 AND MINIMUM tiD.InkIFV,IACLtAitITREERmOoFv1CD1%. ALL DEBRIS OR ROCKS OVER 121FrElinl ElnkrEITTOTZIWatphRIAIINAGLELY nfrOOLEMDZialFGYFTLMAIrAIRfigITII2LACE WITH CLEAN SOIL: MAX 8:1 Planting Area Soil Cross Section NOT TO SCALE itAsix-zzieit,mgn-Fi BASE AT 1" 3,EPTH BARK MULCH OVER COMPOST LAYER LciaSLTGSIFMTO: ROOT MASS, CUT AND SPREAD CONSTRUCT A 3. WATERING BASIN USING SOIL EZIALargrHGOITILFFROTE1 BIZIFILLING -gtm,-Kaga,-2,TalcAvu-rAcTuRER. INSTRUCTIONS FOR PLACEMENT IJNRS=LOPTTEPLPLArS,PgRr =ROVED EQUAL 3,),E(X.F;AFATL: DO NOT OVER -EXCAVATE DIRECTLY UNDER ROOT BALL LOOSEN SOIL NEXT TO ROOTBALL AND SLOPE BOTTOM OF HOLE AWAY FFtOM ROOTBALL FOR DRAINAGE NOTE: THOROUGHLY WATER ENTIRE ROOTBALL REGARDLESS OF SEASON. Shrub Detail NOT TO SCALE 3" DEPTH LAYER OF BARK MULCH 3" DEPTH LAYER OF FINE COMPOST D ELTVOIEVE°EFD 7FstitE7121101TTTO TPateME NT. VZJEgfciSNITZZAtATM'Ag=dNAGE I=IZEO \UR2TSBg1=T12113-ACSIBARa ITII2LACE WITH CLEAN SOIL. ==' \\;t0 EXISTING SUBGRADE Buffer Areas Soil Cross Section NOT TO SCALE Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified 8 Indicated Drawing Scale Is Not Accurate. ) mrsAilia-rat. GROVVTH BASE AT 1" ABOVE 3" DEPTH BARK MULCH OVER COMPOST LAYER CONSTRUCT A 3" WATERING BASIN USING SOIL iltZreligETNTHOITLFFROWEVLIEKFILLING ENSURE ROOTS ARE NOT BENT OFt J-HOOKED IN BACKFILL MATERIAL. T2 VI-N/TYMFIZOFIT,TFLOY1701a1CANEUTACT URE RS INSTRUCTIONS FOR PLACEMENT IJNRS-g111,111OPTEBREINRPEAIT,OrRirP'RrOVED EQUAL L°A=" suRTNUN° Bareroot Shrub Detail NOT TO SCALE raTI-I-TVARNular;PAgia ON -CENTER AND RANDOM MIX 2.7NUTPaGTS AS LISTED IN THE micAELaHRFtzta TA N E EDGE OF PLANTING AREA FROM CURBS, SIDEWALKS OR OTHER HARD SURFACES, OR FIXED OBJECTS EQUAL Buffer Spacing Detail BACKFILL• 100% EXTG SOIL ZaliaSiZTAFA7,!°2°F SHRUB: CONTAINER OR BARE ROOT. SEE PLANTING INSTALLATION DETAIL E:°,1t.,TNY,ALMs NOT TO SCALE PLANT LIST SYM NAME QTY SIZE CONTAINER CONDITION SPACING COMMENTS TREES TAC te::,17:tum 4 2" CALIPER, MULTI -STEM B&B N/A AS SHOWN Thuja occidentatis 'Smaragd' Emerald Green Arborvitae 6' MIN. HEIGHT B&B N/A AS SHOWN SHRUBS 1Prunus laurocerasus 'Otto Luyken' SPL 21 5 GALLON CONTAINER I N/A AS SHOWN Otto Luyken's Laurel UPLAND AREAS Berbeds nervosa Low Oregon Grape 30 1 GALLON CONTAINER 5. 0.C. RANDOM IN GROUPS 6-10 Z's:„"uSII:rititurn" BUFFER MITIGATION 40 1 GALLON CONTAINER RANDOM IN GROUPS 6-10 - Acer circinatum Vine Maple 1 GALLON CONTAINER RANDOMLY SPACED Populus balsarnifera - Black Cottonwood 18,IN. HEIGHT BARE ROOT RANDOMLY SPACED icrZge"r7"a' 18,IN. HEIGHT BARE ROOT RANDOMLY SPACED Pseudotsuga menziesii Douglas Fir 20 10" PLUG CONTAINER RANDOMLY SPACED 'Zs= cedar 10 10" PLUG CONTAINER RANDOMLY SPACED Berberis nervosa Low Oregon Grape 50 1 GALLON CONTAINER 5. 0.C. RANDOM IN GROUPS 3-4 ZYst="471 60 1 GALLON CONTAINER RANDOM IN GROUPS 3-4 60 18" MIN. HEIGHT BARE ROOT RANDOM IN GROUPS 3-4 WETLAND MITIGATION Comus serica Red Osier Dogwood fstbasiterryctabilis 18. MIN. HEIGHT BARE ROOT RANDOM GROUPINGS 18. MIN. HEIGHT BARE ROOT RANDOM GROUPINGS FOR CO COMPLIANCE APPROVED Cr 0 0 6 2020 Tufrwila , RECE,-ED CITY OF D19-0182 " PERMIT DRAWI Iu Hai 00 CL. Pa 0 CL 0 u_ 1- CO z &3, a-' .< < — -J ▪ —I uJ O 0- .401 aI- < 2 • 0 v) cs, .J et 41,47t "—C2ftTeve.dig. DES,: CHZ,CA,KpED: MAY 10, 2019 41492.000 SHEET ID C-402 SHEET 8 OF 10 • CONSTRUCTION NOTES: 0 INSTALL 4" SCH40 LATERAL PIPE PER PLANS AND DETAILS. 0 POINT OF CONNECTION 'A'. SEE DETAILS. 0 INSTALL 1" SCH40 PVC MAINLINE PIPE. SEE DETAILS. INSTALL 1" CLASS 200 PVC LATERAL PIPE. SEE DETAILS. INSTALL TBOS CONTROLLER. SEE DETAILS. INSTALL 3/4" QUICK COUPLER. SEE DETAILS. INSTALL 1" RAINBIRD PESB CONTROL VALVE. SEE DETAILS. SYM t3 HUNTER NOZZLE # MP1000/Olive MP1090 - Lt. Blue MP1000 - Maroon MP2000 - Black MP2000 - Green MP2000 - Red X X SPRAY HEAD LEGEND PSI 40 40 40 40 40 40 RADIUS* 360° 210°-270° 90° - 210° 360° 210°-270° 90°-210° DIST.* 8' -15' 8'-15' 8'-15' 13' - 21' 13'-21' GPM .84 .63 .42 .77 1.10 13' - 21' 1.48 CIP. RATE 0.41 "fir 0.41 "fir .1641"fir 0.39"fir 0.39"/hr 0.39"/hr MP3000 - Blue 40 360° 22' - 30' 1.82 0.39"/hr Q MP3000 - Yellow 40 210°-270° 22' - 30' 2.73 0.39"/hr MP3000 - Grey 40 90° - 210° 22' - 30' 3.. 0.39"/hr 3 I MP3500 - Lt. Brown I 40 I 90° - 210° I 31' - 35' I 3.29 I 0.44"/hr p I MPCORNER - Turquoise 40 I 90° J 15 I .39 I 0.41"/hr MPLC515 - Ivory Left 40 STRIP 4' x 15' .22 0.41"/hr MPRC515 - Copper Right 40 STRIP x 15' .22 0.41"fir MPSS530 - Brown Side 40 STRIP 4'x15. .44 0.41 "fir " Distances listed above are for nozzle perfomance only. Install heads at locations shown on drawings. Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified S Indicated Drawing Scale Is Not Accurate. RPPeouEE IRRIGATION GENERAL NOTES: 1. LOCATE AND VERIFY ALL UTILITY LINES PRIOR TO EXCAVATION OR CONSTRUCTION. 2. FIELD VERIFY EXISTING WATER PRESSURE PRIOR TO INSTALLATION. SYSTEM IS DESIGNED TO OPERATE AT 65 TO 75 PSI AT P.O.C. 3. PLACE MANUAL DRAIN VALVES AT LOWEST POINTS OF THE SYSTEM. A MINIMUM OF ONE DRAIN VALVE ON THE MAINLINE AND ON EACH LATERAL LINE OF EACH ZONE. 4. PIPE LOCATIONS, VALVES AND OTHER COMPONENTS ARE SHOWN DIAGRAMMATICALLY FOR CLARITY. PIPING ARE TO SHARE COMMON TRENCH WHEREVER POSSIBLE. IRRIGATION SLEEVES ARE SHOWN AT APPROXIMATE LOCATIONS. 5. ALL IRRIGATION HEADS SHALL BE V POP-UP UNLESS OTHERWISE NOTED. 6. LOCATE VALVES AT EDGE OF PLANTING BEDS FOR EASE OF ACCESS AND MAINTENANCE. 7. CONTROLLER TO BE LOCATED AS SHOWN ON PLANS OR AS VERIFIED IN FIELD BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. COORDINATE POWER CONNECTIONS FOR CONTROLLER LOCATIONS. 9. STAKE TREE LOCATIONS PRIOR TO HEAD LAYOUT. ADJUST HEADS TO AVOID TREE TRUNKS. ENSURE PROPER OPERATION, AND ELIMINATE OVERTHROW ONTO SIDEWALKS AND STRUCTURES. 10. DURING THE MAINTENANCE OF THE PROJECT, ENSURE PROPER WINTERIZATION, INCLUDING DRAINAGE OF ALL PIPES BY COMPRESSED AIR AND SPRING START-UP INCLUDING ANY REQUIRED CERTIFICATIONS BY STATE. I REVIEWED FOR I CODE COMPLIANCE APPROVED OCT 06 2020 Cify of Tukwila BUILDING DIVISION PERMIT CENTER IRRIGATION PIPE SIZING SCHEDULE PIPING TO SIZED ACCORDING TO GPM SIZES. FLOW VELOCITIES ARE NOT TO EXCEED 5' PER SECOND. PIPE SIZE USING 200PVC 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" D19-0182 PERMIT D GPM FLOW IN PIPE SECTION 00 - 16 GPM 17 - 26 GPM 27 - 35 GPM 36 - 55 GPM 56 - 85 GPM 86 - 120 GPM tn F- O -J Z DC 0 a� a J e Y a a = Z < O 2 Q t2 �OV' re g I(now whars below. CaII before you dig. DESIGNED: RWP CHECKED: RWP MAY 10, 2019 41492.000 SHEET ID C-403 SHEET 9 OF 1 0 CAD Plot Date/Time: 6/3/2019 1:22:04 PM MAINLINE, SCH 40 PVC IRRIGATION VALVE BOX 3/4" MANUAL DRAIN VALVE -0-- Point of Connection IRRIGATION VALVE BOX MAINLINE, SCH 40 PVC " DOUBLE CHECK VALVE MAINLINE, SCH 40 PVC PAOr11,1TWEFRCONNECTION F°B NOT TO SCALE FINISH GRADE =TX/NS AZIIEVTgELIrTNSOr BOX 1/2" ABOVE FINISH GRADE LS":12- EAVCEL V E STAINLESS STEEL HOSE CLAMP (TYP) PVC SCH 80 NIPPLE LENGTH AS REQ'D 8" MIN DEPTH OF 3/4" WASHED GRAVEL PVC SCH 40 STREET ELL CONCRETE PAVE BLOCK CI,D) PVC SCH 80 NIPPLE LENGTH AS RE D PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE PVC SCH 40 STREET ELL PVC SCH 40 ELL 3/4" GALVANIZED PIPE, 36" LONG N 1 C.F. CONCRETE FOOTING NOTE: FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE Quick Coupling Valve NOT TO SCALE EXTG GRD 0,,000 SIDE VIEW ,,08P0,0789°., (BELOW GROUMXINSTALLATION)' Notes: 1. Approved double check valve assembly to lay horizontal with ground. 2. Designed for back siphonage and back pressure. 3. Test cocks to either face outwards or upwards from assembly. 4. Thoroughly flush lines prior to installation of backflow preventer. 5. The dcva to be installed below the ground. 6. Do not install in an area subject to flooding. 7. Must be protected from freezing conditions. 8. The backflow assembly shall be a state approved model. 9. A plumbing permit is required - please contact your local plumbing permit center. 10. Must be tested after installation and yearly thereafter by a Washington State certified backflow assembly tester. Double Check Valve Assembly NOT TO SCALE PVC LATERAL PIPE / CZY0g2ITIN FINISH GRADE FINISH GRADE OF HEAD FLUSH OR MAX Y." ABOVE TOP OF MULCH OR LAWN FINISH GRADE Y. MALE NPT x Y." BARB ELBOW \ PVC SCH 40 TEE OR ELL 12" LENGTH SWING PIPE Pop-up Spray Head w/ Swing Pipe NOT TO SCALE Full Size Sheet Format Is 22.; If Prin. Size Is Not 22x34, Then This Sheet Format Has Been Modifi. 8, Indicated Drawing Scale Is Not Accurate. FINISH GRADE TOPSOIL BACKFILL 4AA TRNITZLIMa H11- SAND BACKFILL OR DEBRIS FREE EXTG SOIL TRACER WIRE LATERAL LINE PIPE MIN 1 RUN WIRING BENEATH & T;ETRVPAEL S r.zii.,Lit.LaSGc0.1LiqalEsTEKNDEPgSTIC MAIN LINE PIPE 11Z2„1,1trION CONTROL TAlltH22NUIPOIFNI!,11L4LE‘CVNIG OF 30° OR GREATER. ;JNTIE 11FAVEILN%IkNDNEECT °NS NOTES: 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCH 40 PIPE. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. 3. PROVIDE 48" COIL OF TRACER WIRE IN EACH VALVE BOX. Trench Detail NOT TO SCALE PVC LATERAL PIPE ,3/:/Z ErGZZLO R PEA GRAVEL WATERPROOF CONNECTIONS ffaTovavp1 rsicE17,`E'EN-N, B°x OF BOX 'A" ABOVE FINISH GRADE FINISH GRADE 1" PESB REMOTE CONTROL VALVE 17.C.SAC,Hc8H0 BALL VALVE SIZED PVC SCH 80 NIPPLE CLOSE 2 PVC SCH 40 ELL NOBR)CKS I;knijAN(1°I0F 4) PVC SCH 80 NIPPLE LENGTH AS REQUIRED PVC MAIN LINE PIPE PVC SCH 40 TEE OR ELL PVC SCH 40 ELL W/ PVC SCH 80 NIPPLE (H)DDEN) 80 IL471(2111(LOSE) Remote Control Valve with TBOS controller NOT TO SCALE 2' MAX 4" MIN CLEARANCE PAVING BACKFILL MATERIAL PVC SLEEVING SCH80 4,:cC \* -WW T=ITARTOWR (TYP) PAVING 18" MIN ASIS;FTIFIED'\ /\ , Sleeving 'Oa ZZERcTFT sEcTONGZ-ST°B lc" EA Ni ,17,9yR,A, RY PV C NOTES: 1. ALL PVC IRRIGATION SLEEVES TO BE SCHEDULE 40 PVC PIPE. 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. MECHANICALLY TAMP TO 95, PROCTOR. NOT TO SCALE r'HNIN,GDe0 °E 0 LOCKING VALVE BOX & LID W/ BOX EXTENSIONS AS NEEDED, TOP OF BOX 1" ABOVE FINISH GRADE C • II -,..1111 RIM EEIMRATE° FINISH GRADE sT'$)• AUTOMATIC CONTROL VALVE WATI gra." \I' PEA GRAVEL (DR `\",5U-(24 '1,11-22AL Fri avc7A TBOS-BT1 Battery -Operated Controller NOT TO SCALE 0-'F0 FOR CODE COMPLIANCE APPROVED OF 08 2020 City of Tukwila BUILDING DIVISION PEFIl'vliT CENTER D1 9-0182 PERMIT DRAWINGS moo CL 0 (.9 c 0 < CL <- 0 u_ o —I 52 ct (7)1 DESFI,?vrD: CH,E,,D„KpED: MAY10, 2019 41492.000 SHEET ID C-404 SHEET I 0 OF 1 0 ROOF PURLINS PER ROOF GIRT FLANGE FRAMING PLAN 6/1 BRACING SCHEDULE INSTALL ADDITIONAL 4In x 2.125/2.315in 166 TYPICAL GIRT AT 4' - O" ZEE SIDEWALL GIRTS FOR WAINSCOT FINISH SPACED AT 5'-0" O.G. MATERIAL TRANSITION GIRT FLANGE BRACING PER SCHEDULE AND DETAIL W2 X-BRACING PER DETAIL M/2 OSIDEWALL 'A' EXTERIOR ELEVATION SCALE: I/8" = ROOF PURLINS PER ROOF FRAMING PLAN 6/1 GIRT FLANGE BRACING / / \ ` 4In x 2.125/2.315in I66 PER SCHEDULE AND J/ ZEE SIDEWALL GIRTS DETAIL N/2 SPACED AT 5'-0" O.G. X-BRACING PER / INSTALL ADDITIONAL DETAIL M/2 J TYPICAL GIRT AT 4' - O" FOR WAINSCOT FINISH MATERIAL TRANSITION O1 SIDEWALL '5' EXTERIOR ELEVATION SCALE: I/8" = 1'-0" FRAME LINE u --> BAY x --> 4Inx23inx 166EAVE PURLIN PER DETAIL 0/2, TYP. BOTH SIDES 4in x 2.125/2.3/5in 166 ZEE ROOF PURLINS SPACED AT 2'-6,16" O.G. ©ROOF FRAMING PLAN SCALE: 1/8" = 1'-O" 20.-0" (SIDEWALL 'B') BAY #1 BAY .2 Sidewall 'A' M/S M/S Sidewall 'B' M/S M/5 Endwall 'A' M/5 Endwall M/5 ROOF PEAK X-BRACING TYP., SEE DETAIL M/2 = NONE REOU RED M/S = MIDSPAN 4In x 2.125/2.3151n 166 ZEE ENDIN,L GIRTS SPACED AT 5'-1.4" O.G. GIRT FLANGE BRACING PER SCHEDULE AND DETAIL N/2 TO PEAK T.O. CONCRETE INSTALL ADDITIONAL -TYPICAL GIRT AT 4' - O" FOR WAINSCOT FINISH MATERIAL TRANSITION OENDWALL 'A' INTERIOR ELEVATION SCALE: I/8" = Ib" FRAME .I T.O. CONCRETE GIRT FLANGE BRAG NG 4in x 2.125/2.3151n 166 PER SCHEDULE AND ZEE ENDWALL GIRTS DETAIL N/2 SPACED AT 5'-TS" O.G. INSTALL ADDITIONAL TYPICAL GIRT AT 4' - O" FOR WAINSCOT FINISH MATERIAL TRANSITION O4 ENDWALL '5' INTERIOR ELEVATION SCALE: I/8" = I'-0" FRAME #3 FRAME LINE # --> BAY r --> °FOUND ATION PLAN SCALE: I/8" = 1'-0" NOTE: USE I," X 3" DEWALT 'SCREW -BOLT+' ANCHOR IN 31," DEEP HOLES AT ANCHOR LOCATIONS PER BASE DETAIL F/2, INSTALLED PER IGG REPORT ESR-3889, SECTION 4.3. CODEC=O �=""LIANCE1 OCT 06 2020 City of Tukwila 8UILDiNG DIVISION IMPORTANT: IN ADDITION TO THESE ENGINEERING PLANS (WHICH ALWAYS TAKE PRECEDENCE), YOU SHOULD HAVE THE FOLLOWING FROM ACT BUILDING SYSTEMS: — CONSTRUCTION PACKAGE — INSTALLATION MANUALS — CONSTRUCTION VIDEOS PLEASE CONTACT YOUR SALES REP IF YOU HAVE NOT RECEIVED THESE PRIOR TO STARTING CONSTRUCTION. PROJECT DESIGN CRITERIA ROOF DEAD LOAD: 3.5 psf GROUND SNOW LOAD: 36 psf ROOF SNOW LOAD: 30.24 psf ROOF LIVE LOAD: 20 psf WIND SPEED: 115 mph WIND EXPOSURE: C. Ss: 1.4.12 Sds: 0.995 SI: 0.559 Shc: 0.559 SEISMIC DESIGN CATEGORY: D ('short' period) D el -sec. period) R transverse: 3.0 R longitudinal: 3.0 RISK CATEGORY: II SOIL BEARING PRESSURE: 1500 psf WIND DESIGN OF LATERAL FORGE -RESISTING SYSTEMS IS BASED ON THE DIRECTIONAL DESIGN FROGEDURE OF ASGE '1-10, CHAPTER 21. SEISMIC AL DESIGN OF LATERFORGE-RESISTING SYSTEMS ARE AS FOLLAWS - TRANSVERSE: ORDINARY STEEL MOMENT FRAME (SEISMIC 1C DESIGN IS BASED ASGE 0-1-10, SECTIONS 12.1 - 12 ) -- LON6ITVDI'AL : ORDINARY STEEL BRACED FRAME. (SEISMIC DESIGN IS £RFORED USING THE SIMPLIFIED DESIGN PROCEDURE (ASCE 0,10, SECTION 12.14). DESIGN BASE SHEAR: 15 SHOWN ON CALCULATION SHEET M2. COMPONENT DIAGRAM GEE ZEE CHANNEL FLANGE FLANGE FLANGE _1_1 3STIFFENER 1 LIP m 3 _1 I 3 m� TYP. = TYPICAL U.N.O. = UNLESS -J_ NOTED OTHERWISE WALL OPENING SCHEDULE DOOR WIDTH HEIGHT OPENING TYPE HEADER GIRT OPENING JAMBS 0 8'-0" 8'-0" ROLL UP DOOR S NOTEE�4 E X2 G.5 XIb O 3'-4" 1'-2" PERSONNEL DOOR SINGLE G4X2.5 X18 JAMB MEMBERS SHOWN AS "G" ARE GEE MEMBERS WITH STIFFENER LIPS. FIRST NUMBER 15 WEB DEPTH IN INCHES, SECOND NUMBER IS FLANGE WIDTH IN INCHES, AND THIRD NUMBER IS MATERIAL THICKNESS (GAUGE). 2) SEE DETAIL J/2 FOR DOOR OPENING FRAMING INFORMATION WITH GEE JAMBS. 3) SIZE OF HEADER GIRT MEMBER TO BE SAME AS SIDEWALL OR ENDWALL GIRT, AS APPROPRIATE, PER ELEVATIONS. AT WINDOWS, INSTALL HEADER GIRT SPECIFIED ABOVE AND BELOW WINDOWS, U.N.O. 4) AT OPENINGS NOTED, INSTEAD OF ATTACHING DOOR JAMBS TO HEADER GIRT ABOVE OPENING, ATTACH DOOR JAMBS TO UNDERSIDE OF ENDWALL RAFTERS. NOTE: SEE "TYP. FRAME GRd55-SECTION" DETAIL ON SHEET 2 FOR SPECIFIC FRAME DETAIL INFORMATION. NOTE: IN LIEU OF BOTTOM CRT, INSTALL L4x2x146 ANGLE TO FOUNDATION WITH I/4in X Iin MUSHROOM HEAD SPIKES ANCHORS AT 48" O.G. (6" M.NX. FROM ANY END) (OMIT AT DOORS) D19-0182 DRAWN CHECKED DATE Bart Collins JOB ADDRESS: 5/17/2019 JOB NO. MLIT77571148 SHEET OF 2 LOCATIONS "B" " TOP REINF. BOTTOM REINF. SIDEWALLS )-#. (1)-0 ENDWALLS )-#4 g,TAALLLT.Tcaprs°Rzt ErRTSAT A DI"CE FR°M EDGE WALL GIRTS scHEDuATAI'Dcali APTZTIETZTTI Lffs; c'NE0PLZO ArcITA; FINISH GRADE 0N7SINSETZIEra% csogiFiTr:Fi.iTZTAFJ TIE TO,P BAR TO SLAB REINFORCING 1172' VLZ 181:1.1g. WIRE MESH :1'11'1 WLAPS" SPUCES) AT SLAB6CENTERUNE CONCRETE SLAB sALL821F2RAN1.2" HMI RAILTZNP0.122rNPAr=ATEVSERPOTRED iCtANM SURFACES IN NIT SLAB REINFORCING SHOWN ABOVE IS SPECIFIED AS A METHOD OF CONTROWNG SHRINKAGE CRACKING AT THE al'SITOSMUERRFTIL ASTMrAL TSIZINTILIAll'IURTHEETATOZIARNECrOF SUP.7FCZYtTHEVEMTFIETHROD CHOSEN BESIDES WHAT IS SHOWN ON THIS DETAIL, CUSTOMER SHALL INSTALL AT EACH FRAME, (1) #4 CONT. BAR sTAt,T:=AL,L,Nin;;FO;cr. 'src`inAjD En= rITY° ZAtEE Totim'OE'NNarRTA:(7,rrNDZTEPD.. 7,77,12sraTPloiNAfs= tir.011oZEIOEVOTTE:. "°°#. sLAB DESI°N F°R ANY °ThER SLAB NOPADATSSAUTOTTRIRE4 DS=GTITONR IWE#FrRESTSVCANTUCEI,V=IPMZYL/RESIEJIAIRPEERrSL7=7 PAOVEtIOSNICTZTANSBEINITNiErnR=PTUIP.ARNalEMALTIMEULIOZEIZMORMITESSEVriFIT DETAL. Y EDGE OF SLAB DETAIL SCALE: NO SCALE TTSaLL=10SaINAT IS3CORTMITFAEZTE P°U RUN "RTFTVALIR EAVE PURUN ROOF PURLIN R F PANEL/SHEETING WALL GIRT 'F'ROM 1 grj. VEAVSETirlFfN 1107DINI=L2E4FTErgEE arTATAI,IrOFTWMTIfLIVOMELVILLSCRMEV FANRIE1,1411TFIIIFN7i7S/F.iAL:ARIE1741.7P'5=ER FM. rTAl?,GLEil:IF3LEItitAlYTORFAPD070AIN2 MDTWITINF. ninFUTIG sLoZDE Tsor,L= `Dva,c1RT EIEERLZFEL GIRT FLANGE BRACING DWG. NO. PCB EAVE PURLIN BRACKET DWG. NO. ESB 2.55:12 ROOF PITCH APEX BRACE KNEE BRACES TYP. FRAME CROSS—SECTION 2 SCALE: 1 = FRAMES 2, 3 SlirALLR. iiTTA1L;TCLT.FHTAISTAIE FIPOEF;TIEATVI::kal7PN"2714 Metal Sales Manufacturing Corp. PBR—Panel 26G 08) OW, ==86O5?1--8/o, WALL SHEETING DWG. NO. W50 OPENING CEE JAMB CONNECTION DWG. NO. DFR 44z tlickl(TIA:051 rmmgErrpER SALE..x 44nRAx0E2.T2 16G giE BUILDING PEAK ENDWALL: N/A SIDEWALLS de ROOF: SGL. 1.5in 16G STRAP WM1 (3) P 4 SCREWS AT EACH END NOTES: 1) CONNECT STRAP AT TOP OF ADJACENT COLUMN OR RAFTER IN SAME MANNER. ?gray, oSZEP8S ARE SPECIRED ABOVE, INSTALL SIDE -BY -SIDE, NOT ON c`FlorELZIS gnnNEZ coLum4 2f2risFin 7.FD, OF I=R4 M ROOF AND WALL X—BRACING CONNECTION ZEE GIRT OR PURUN DWG. NO. SB1 L2rp"01,;r17 142-1E giE_u=RiNTE sAVTLI:, CORNER COLUMN ssIglzLE°E,r2s> .AONINEL4CTSOFF:SGLAET 11n2TZEE ENDWALL NiTLAVIVLEgE RTCHITIt° 4V5' " < tillgiliET0CNI,MEMBER CONNECROA;18DVEAEIL FOR [ir „.71 rawA(V-, R I 11 TTP. CONNECTION A.. °F WALL °IR' REVIEMD FO't CODE COMPLIANCE' APPkOVED OCT 0 62020 1 City of Tukwila 1 BUILDING DIVISION STRUCTURAL GENERAL NOTES 1. GOVERNING CODE: 2015 INTERNATIONAL BUILDING CODE 12°J.JADNIARKSI; iNtiFYITRIEZAFAZIE eiridifFITEC7Er?FiNILOITOREET,IDNFIrilaell.:ZEDINF2:441SkEE 2X''''SEA:°TH 3D.rTSAGSWEIIIRTASAFG2NiRDENTAZA'rENU=, rE'EITTCATVNINFItEROTTI=N7IrS TiGIU S=ErBYBYTHTEREMEGNI=RIFT gpvTIFPTA:ZE=NE,:F A EnEnRoSArliFurAfANAATVLANADZIE,LZIAZZGI °Zri=i1 ZWITHDE Wita c4FcMskrons.LTIZra SCIFOEFErFBLinETINEAET ATFETSBANGL ZU1110NrgraNIAVART7= A'ANCE "GINEERIN° °F °RE°°' INC (ENGINEER) 'A' BE N"IFIED °F rt1LAGiEglSiEVIIIE ,digrbRzEF.PREE5 NFmar,c326TEFTT:EKfirmiTsPiEringeD,E4tpzucairiliai,az Es7NATE,EI ,N NEEIERfIFTETIEFTIA2242711NPNAIZIPTiTusFistr:EsERT::::ERE.=:- E5pNN,FEF,,,,,,E, EANctrArnfEALazrongtvroFFoRREcTovoTATL.nes: rantr-,YN oaszitsszrEcarramworoAnE THE Nui=oczNEFIEEPREDi:SnATiOcFARA7NAL:F4Argir01711ErCOrROIRZE=INDrIXT TIT'LJA:1: ZIFF 1°12CrAr IV DE rmA:m:CtiLilariaTiirgaR liF°T0HELIAZNNHFGROFRF CIFUIENNDTIRilEHICEISP;;ILTLFNCESZSFEER FiRSIRODIRTIFEIEFFT17 :thEGSPPEDEFA,L,N,T=C= .XEAMZEERD,BY.;„EisrVERNING CODE . THIS JOB ALL SPECIAL INSPECTIONS AND ANY OTHER AMMON. INSPECTIONS 12EOUESIED BY B:11HILLiuDinDA:AciFvzstrC8z,?1XERDA0j8ISITyprcTEV45,08NNST4HEEFkOlICIL:13:0r0aDEiTS0010iNgiV°NWFIgrogcERETrOITROMONTItpEET00178NFATE FrA,°:0°E78LuriSoPNEsa: :INECCE‘INUTSPED'IrIWEFZIORUEGINT41CgliCTWFT:IFEFBENCORF:1 :Y1 BE'S:ES:I:1:0:7MR: ZURCTI7L :FIR; :107H:Y IA:LAP Ecill'CRSELT:GRFGAEDEEFIIT'78131S:l'AELLNTFIDIZEMSRNLABITt°FGRENDINAESG 7'11E. TO EESP6CRIDNFTFUITISHIETRSPOURGEDRA7APN:OSITDEISTU%RZBEDSG :El! MRLIFIS BFEE EFR7!ANU7N;M:TEAALT;LAL THATCALRETED'ARNY1110(RAZTUE0r41-1/AirrrONrIIN BACEntgAZTIV1E1gEIWEISFr3V SECT. 4 3 9sHARTIFRGEiERT4N, FRIOEIFfL3L1TDIAZTEIET6 (FAL11 rIAU. AtORITNSCESH= °ArTODTE°OnTIANTARD UPRA°C11CrR° R°LE DIANFTE' :° Ri'AgijAEL :SE:KEULT :F R ISkigiESMITENTR Ni4FL+: 1C;r4E 13121 SPEgiFICTIC7N 1°11°13EERS7 MAST BY PA.Tr :CCetRsTA=m,r° NG !ANA LxISES S FFRISIT°12EENSU S S'ELGAUGE NO ASEgrTlirEtA1.411 ""Gt-GrirEITEECIAL THIC 12 0105 3i0.070 4SA:WEtiOiRta itallOgNAi-E7 BE LESS Bi/04: #14 S.M. .200' 18 E:riiiEENicreE:i:PE:44:igluETI:i4H:ill'°RioPDIFITS.E77-ILiis.RER ON OF THE AMERICAN IRON AND STEEL INSTITUTE (AISI) 7171TkIDFDOgiRS1FEDIgEl:JNIMOF.C9ENt FiGNIES 5000 M. THE GRADE AND ASTM 22grESST.1171-WWING' ActnETNUEADE;T:TNIFTERs #12 SCREW: .177' #10 SCREW: .153. 1; LT.= M.STELTOFPAAINVW2LL= CONFORM TO AMA NO DECIMAL 1„IGKNESS GAD% NO oscanigNM1 T"E atra SEE DETZS H/2 AND i/gr! RooF AND gNE, FAsi,NEREIE Nip si,,,NGs - D19-0182 CONCRETE SLAB EDGE PL;E TO11/4M°N CEE (aic:FTNcRoPAETkz '17 aEcaTfElATLoYEEER:iiEr-orci7TNRENcIl'Aucml CITY OF MK., PERMIT , slFITAAi(E,74E Ili,l;'-clpE.NRT:i2;rcrs:figplisr'uruNis2*('7.ce-Td- AT Metal Sales Manufacturing Corp. PBR—Panel 26G == 1741/4, 80 .126i) Elfg8 Bart Collins DRAWN CHECKED JOB ADDRESS: DATE 5/17/2019 JOB NO. MLIT77571148 SHEET 2 A HAUNCH CONNECTION DWG. NO. HBA APEX CONNECTION DWG. NO. AB PURLIN/GIRT CONNECTION DWG. NO. CON ENDWALL GIRT AT CORNER COLUMN DWG. NO. EWG FRAME COLUMN BASE DETAIL DWG. NO. BC ROOF SHEETING DwG R50