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HomeMy WebLinkAboutP_ASBUILTS_20250228_v3Seattle Sounders FC Headquarters & Training Center Grade and Fill - May 2023 CIVIL SHEET INDEX OWNER CIVIL ENGINEER SITE MAP ARCHITECT PROJECT AREA C0.00 CIVIL COVER SHEET C0.01 GENERAL NOTES C1.00 OVERALL DEMOLITION PLAN C1.01 DEMOLITION PLAN C1.02 DEMOLITION PLAN C1.03 DEMOLITION PLAN C1.04 DEMOLITION PLAN C1.05 DEMOLITION PLAN C1.06 DEMOLITION PLAN C1.07 DEMOLITION PLAN C1.08 DEMOLITION PLAN C1.09 DEMOLITION PLAN C1.10 DEMOLITION PLAN C1.11 DEMOLITION PLAN C1.12 DEMOLITION PLAN C2.00 OVERALL TESC PLAN C2.01 TESC PLAN C2.02 TESC PLAN C2.03 TESC PLAN C2.04 TESC PLAN C2.05 TESC PLAN C2.06 TESC PLAN C2.07 TESC PLAN C2.08 TESC PLAN C2.09 TESC PLAN C2.10 TESC PLAN C2.11 TESC PLAN C2.12 TESC PLAN C2.20 TESC DETAILS C3.00 OVERALL DRAINAGE PLAN C3.01 DRAINAGE PLAN C3.02 DRAINAGE PLAN C3.03 DRAINAGE PLAN C3.04 DRAINAGE PLAN C3.05 DRAINAGE PLAN C3.06 DRAINAGE PLAN C3.07 DRAINAGE PLAN C3.08 DRAINAGE PLAN C3.09 DRAINAGE PLAN C3.10 DRAINAGE PLAN C3.11 DRAINAGE PLAN C3.12 DRAINAGE PLAN C3.20 DRAINAGE DETAILS C3.21 DRAINAGE DETAILS C3.22 DRAINAGE DETAILS C3.23 DRAINAGE DETAILS C3.24 DRAINAGE DETAILS C3.25 DRAINAGE DETAILS C3.26 DRAINAGE DETAILS C3.27 DRAINAGE DETAILS C3.30 STORM PROFILES C3.31 STORM PROFILES C3.32 STORM PROFILES C3.33 STORM PROFILES C3.34 GRADING PROFILES C3.35 GRADING PROFILES C4.00 OVERALL UTILITY PLAN C4.01 UTILITY PLAN C4.02 UTILITY PLAN C4.03 UTILITY PLAN C4.04 UTILITY PLAN C4.05 UTILITY PLAN C4.06 UTILITY PLAN C4.07 UTILITY PLAN C4.08 UTILITY PLAN C4.09 UTILITY PLAN C4.10 UTILITY PLAN C4.11 UTILITY PLAN C4.12 UTILITY PLAN C4.20 UTILITY DETAILS C4.21 UTILITY DETAILS C4.22 UTILITY DETAILS C4.30 SEWER PROFILES C4.31 WATER PROFILES C4.32 WATER PROFILES C5.00 OVERALL PAVING PLAN C5.01 PAVING PLAN C5.02 PAVING PLAN C5.03 PAVING PLAN C5.04 PAVING PLAN C5.05 PAVING PLAN C5.06 PAVING PLAN C5.07 PAVING PLAN C5.08 PAVING PLAN C5.09 PAVING PLAN C5.10 PAVING PLAN C5.11 PAVING PLAN C5.12 PAVING PLAN C5.20 PAVING DETAILS C5.21 PAVING DETAILS GENERATOR STUDIO LLC 1615 BALTIMORE AVE. KANSAS CITY, MO 64108 816.333.6627 GENERATORSTUDIO.COM COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 CONTACT: WILL ANDRES P.E. SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM LANDSCAPE ARCHITECT D.A. HOGAN & ASSOCIATES, INC. 119 1ST AVENUE SOUTH, SUITE 110 SEATTLE, WA 98104 206.285.0400 DAHOGAN.COM UTILITY PROVIDERS SANITARY, STORM, WATER CITY OF RENTON DEVELOPMENT SERVICES 1055 SOUTH GRADY WAY RENTON, WA 98055 (425) 430-7200 PUGET SOUND ENERGY 815 MERCER STREET SEATTLE, WA 98109 (206) 224-2120 POWER TELEPHONE - - - - VICINITY MAP NAD 83/91 HORIZONTAL BENCHMARKS: OWNER:UNICO PROPERTIES LLC DESCRIPTION:FIVE SPORTS FIELDS WITH AMENITIES LOCATION:PARCEL ID: 0886700120 NORTHING:47°27'39.7"N EASTING:122°14'11.1"W HORIZONTAL DATUM VERTICAL DATUM NAVD 88 - CITY OF RENTON DATUM VERTICAL BENCHMARKS: SOURCE:LONGACRES - ALTA/NSPS SURVEY - NOVEMBER 2021 ID:CITY BENCHMARK PONT 1881 DESCRIPTION:3.5" BRASS DISK LOCATION:TOP EAST END OF CONCRETE RAILING ON NORTH SIDE OF SW 16TH STREET BRIDGE, JUST WEST OF INTERSECTION SW 16TH ST AND OAKESDALE AVE SW ELEVATION:24.16' SOURCE:LONGARCRES - ALTA/NSPS SURVEY - NOVEMBER 2021 ID:SITE BENCHMARK DESCRIPTION:4"x4" MONUMENT IN CASE WITH 3" BRASS DISKM 0.4' BELWO RIM. LOCATION:ON THE MONUMENT LINE 3' NORTH OF THE CENTERLINE OF SW 27TH ST AT THE INTERSECTION WITH NACHES AVENUE ELEVATION:25.06' COMMERCIALZONING: TAX ACCOUNT NOS.:088670-0120 EXISTING IMPERVIOUS:109,252 SQ.FT. (2.51 ACRES) WQ SYSTEM(S): PROPOSED AREA CALCULATIONS 173,229 SQ.FT. (3.98 ACRES)PROPOSED PERVIOUS PROPOSED IMPERVIOUS TBDALLOWABLE (%) TOTAL IMPERVIOUS TOTAL DISTURBED AREA PGIS NPGIS DISTURBED AREA = PROJECT INFORMATION WQ DESIGN STORM:6-MONTH, 24-HOUR MODULAR WETLAND SYSTEM 572,680 SQ.FT. (13.15 ACRES) TOTAL SITE AREA:572,680 SQ.FT. (13.15 ACRES) 0 SQ.FT. (0 ACRES) 399,452 SQ.FT. (9.17 ACRES) 399,452 SQ.FT. (9.17 ACRES) 572,680 SQ.FT. (13.15 ACRES) 0 SQ.FT. (0 ACRES)TOTAL UN-DISTURBED AREA TOTAL AREA 572,680 SQ.FT. (13.15 ACRES) LEGAL DESCRIPTION TO SUBBASE ELEVATIONS DOES NOT ACCOUNT FOR BELOW GRADE STORMWATER DETENTION VAULTS TOTAL CUT: 4,185 CY TOTAL FILL: 25,815 CY TOTAL FLOODPLAIN FILL: 21,622.22 CY COMPENSATORY STORAGE VOLUME: 21,630.37 CY 1.15 CFS EARTHWORK QUANTITIES SEE ALTA/NSPS SURVEY, SHEET 1 FOR LEGAL DESCRIPTION OF SITE SURVEYOR WH PACIFIC, AN NV5 COMPANY 19201 120TH AVE NE, STE 201 BOTHELL, WA 98011 425-951-4800 EX SITE PEAK FLOW (50 YEAR): 0.14 CFSPROPOSED SITE PEAK FLOW (50 YEAR): OFF-SITE PGIS GRAND TOTAL IMPERVIOUS N/A N/A (AREA USED TO CALCULATE CITYWIDE CFC) 388,938 SQ.FT. (8.93 ACRES) SITE NPDES PERMIT NUMBER: WAR312499 NPDES 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G CIVIL COVER SHEET 01R 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCITON REPRESENTATIVE. 2.VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALL UTILITY COMPANIES THAT MAY BE AFFECTED BY THE PROPOSED CONSTRUCTION. CALL 1-800-424-5555. 3.MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION. 4.VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS. 5.INSTALL FILTER FENCING AND OTHER SEDIMENT CONTROL DEVICES PER DEMOLITION AND T.E.S.C PLAN, SHEET C-220. 6.CLEAR AND GRUB AREA TO BE DISTURBED BY CONSTRUCTION. 7.BACKFILL ROAD GRADE AND SURROUNDING AREAS. 8.INSTALL ROADWAY UTILITIES AND ALL SURFACE IMPROVEMENTS. 9.VEGETATE AND STABILIZE SITE. 10.CLEAN SITE AND WORK AREA INCLUDING ALL STORM DRAINAGE SYSTEMS. 11.REMOVE TESC MEASURES WHEN SITE IS STABILIZED AS AUTHORIZED BY CITY ENGINEER. CONSTRUCTION SEQUENCE 1.EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2.IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OR AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORIGINALLY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. 3.CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE NOTICE TO THAT UTILITY. 4.THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR, AND CITY OR STATE RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL UTILITIES AT CONTRACTOR'S OWN EXPENSE. 5.VERIFY THAT ALL UTILITY SERVICES TO BE DEMOLISHED HAVE BEEN DISCONNECTED. 6.ERECT BARRIERS, SHORING AND THE LIKE TO PROTECT PERSONNEL, CONSTRUCTION AND VEGETATION TO REMAIN. COMPLY WITH ALL STATE AND LOCAL AGENCY REQUIREMENTS. 7.DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK WITH LOCAL UTILITY PURVEYORS. 8.MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, AND ADJACENT FACILITIES; DO NOT CLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYS WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESS ALONG ACCESS ROAD AT ALL TIMES; MEET ALL APPLICABLE CODES AND ORDINANCES. 9.PROTECT FROM HARM ANY TREES, OR OTHER OBJECTS SELECTED TO REMAIN. 10.DO NOT DAMAGE EXISTING CONSTRUCTION TO REMAIN. 11.RESTORE ANY IMPROVEMENTS DAMAGED BY THIS WORK TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO OWNER. REPAIR ANY DAMAGE TO ADJACENT STRUCTURES, UTILITIES, SITE, AND WORK OF THIS CONTRACT TO REMAIN AT NO ADDITIONAL COST TO OWNER. 12.NO BLASTING ON SITE. DO NOT USE EXPLOSIVES. 13.SPRINKLE DEBRIS AS NECESSARY TO LIMIT DUST TO LOWEST PRACTICABLE LEVEL. DO NOT SPRINKLE TO EXTENT CAUSING FLOODING, CONTAMINATED RUNOFF OR ICING. 14.REMOVE EXISTING ABOVE-GRADE AND BELOW-GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CARE SHALL BE TAKEN THAT DAMAGE DOES NOT OCCUR TO EXISTING PAVEMENT WHICH IS TO REMAIN IN PLACE AND THAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAW CUT AT THE BOUNDARIES OF THE AREA TO BE REMOVED. 15.REMOVE TREES, GROWTH AND UNDERBRUSH AS REQUIRED FOR NEW CONSTRUCTION AND AS INDICATED. REMOVAL OPERATIONS SHALL BE PERFORMED IN A MANNER TO PROTECT PROPERTY. 16.MAKE CUTS AT CLOSEST PAVING JOINT. 17.THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL LINE AND LOCATION STAKES, INCLUDING OFFSETS AND GENERAL CONSTRUCTION STAKING. WHEN WORK REQUIRES BEING ON SITE A QUALIFIED LAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREW WHILE CONTROL IS BEING PERFORMED, ALL NECESSARY RELATED EQUIPMENT, SUPPLIES AND INSTRUMENTS SHALL BE PRESENT ON SITE FOR THIS WORK. THIS EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO OWNER FOR THE PURPOSE OF VERIFYING LAYOUT AND CERTIFYING THE ACCURACY OF WORK ON THE SITE. 18.PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THE AREA OF DEMOLITION. 19.TRAFFIC: DO NOT OBSTRUCT WALKS OR PUBLIC WAYS WITHOUT THE WRITTEN PERMISSION OF GOVERNING AUTHORITIES AND OF THE OWNER. WHERE ROUTES ARE PERMITTED TO BE CLOSED, PROVIDE ALTERNATE ROUTES IF REQUIRED. 20.THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND THE REPLACEMENT OF ANY THAT ARE DISPLACED OR MISSING. 21.THE REFUSE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH ALL GOVERNMENT REGULATIONS. IN NO CASE SHALL REFUSE MATERIAL BE LEFT ON THE THE PROJECT SITE. DEBRIS SHALL NOT BE DEPOSITED IN ANY STREAM OR BODY OF WATER, WETLAND, OR IN ANY PROJECT SITE, SHOVED ONTO ABUTTING PRIVATE PROPERTIES, OR BE BURIED IN EMBANKMENTS OR TRENCHES ON STREET OR ALLEY, OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTEN CONSENT OF THE PRIVATE PROPERTY OWNER. MAINTAIN HAULING ROUTES CLEAN AND FREE OF ANY DEBRIS RESULTING FROM DEMOLITION WORK ON THIS PROJECT. DEMOLITION NOTES 1.ALL UTILITIES AND STRUCTURES PLACED BELOW BASE FLOOD ELEVATION (BFE) SHALL MEET REQUIREMENTS IN TITLE 44 CFR 60.3 SPECIFICALLY 60.3(A) 5 AND 6 STORAGE 60.33.(C)3. GENERAL NOTES 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G GENERAL NOTES 02R WATER MAIN DEMOLITION EXTENTS1 JAS 6/12/23 WCA OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X Δ SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SS x SSx S S x S S x S S x S S x SS x SD x SD x SD x S D x S D x SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SD x SDx SD x SD x SD x SDx SD x SD x SD x SD x SDx SDx SD x SD x SDx SD x SD x SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x SD x SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx SDx SD x0102 03 04 05 06 07 08 09 10 11 12 OA K E S D A L E A V E S W (NOT INCLUDED) (NOT INCLUDED) 100 FT POND "A" WETLAND BUFFER WETLAND A POND B LOT LINE ADJUSTMENT FOR SOUNDERS HEADQUARTERS OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X Δ SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SS x SSx S S x S S x S S x S S x SS x SD x SD x SD x S D x S D x SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SD x SDx SD x SD x SD x SDx SD x SD x SD x SD x SDx SDx SD x SD x SDx SD x SD x SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x SD x SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx SDx SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X Δ SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SS x SSx S S x S S x S S x S S x SS x SD x SD x SD x S D x S D x SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SD x SDx SD x SD x SD x SDx SD x SD x SD x SD x SDx SDx SD x SD x SDx SD x SD x SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x SD x SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx SDx SD x (NOT INCLUDED) 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 Legend REMOVE TREE(S) SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVE REMOVE CONCRETE PAVE DEMOLISH BUILDING PROPERTY LINE FENCING Do not use BlockEdit, Use LEGEND to edit STORM DRAINAGE PIPE WATER MAIN REMOVAL FH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUIT GAS MAIN/SERVICE SANITARY SEWER SANITARY MH/CO GAS METER/VALVE ROCKERY REMOVAL TELEPHONE SERVICE TREE PROTECTION FENCING STREAM BUFFER EXISTING CLASS IV STREAM PER COR STD DTL 507 0 40 80 160 1"=80' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G IN EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G OVERALL DEMO PLAN 03R Legend REMOVE TREE(S) SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVE REMOVE CONCRETE PAVE DEMOLISH BUILDING PROPERTY LINE FENCING Do not use BlockEdit, Use LEGEND to edit STORM DRAINAGE PIPE WATER MAIN REMOVAL FH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUIT GAS MAIN/SERVICE SANITARY SEWER SANITARY MH/CO GAS METER/VALVE ROCKERY REMOVAL TELEPHONE SERVICE TREE PROTECTION FENCING STREAM BUFFER EXISTING CLASS IV STREAM PER COR STD DTL 507 TEMPORARY CONSTRUCTION FENCING Δ ZONE AE SD x SDx SDx SD x 100 FT POND "A" WETLAND BUFFER SAWCUT EX ASPHALT PAVING SAWCUT EX ASPHALT PAVING WETLAND A Δ ZONE AE SD x SDx SDx SD x 0 10 20 40 1"=20' CONTINUED - SEE SHEET C1.04 CO N T I N U E D - S E E S H E E T C 1 . 0 2 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T ON R EGISTE R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G DEMO PLAN 04R SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx S D x S D x S D x S D x S D x S D x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx SD x SDx SDx SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x REMOVE EX STORM BASIN SAWCUT EX ASPHALT PAVING CAP AND ABANDON EX STORM LINE CAP AND ABANDON EX STORM LINE SAWCUT EX ASPHALT PAVING REMOVE EX CONC BENCH EX FIRE HYDRANT TO BE REMOVED AND SALVAGED TO CITY SHOPS. INSTALL 6" MJ PLUG IN EXISTING VALVE. 100 FT POND "A" WETLAND BUFFER SAWCUT EX ASPHALT REROUTE EX WATER MAIN. SEE SHEET C1.05 FOR NEW ROUTE. CUT AND CAP AND EX WATER MAIN WITH TEMP BLOCK. CUT AND CAP SHALL BE PERFORMED BY CITY FORCES. ALL OFTHER DEMO TO BE DONE BY CONTRACTOR. A SEPARATE WATER PERMIT IS REQUIRED. SEPARATE WATER PERMIT WILL BE PREPARED BY STAFF AND ISSUED CONCURRENTLY WITH CIVIL ISSUANCE. SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx S D x S D x S D x S D x S D x S D x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx SD x SDx SDx SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x 12 " D I NOTE: PRIOR TO REMOVAL OF THE FIRE HYDRANT, ADEQUATE FIRE PROTECTION MUST BE IN PLACE. VERIFY WITH RENTON REGIONAL FIRE AUTHORITY AND CITY OF RENTON CONSTRUCTION INSPECTOR REMOVE EXISTING 2" AIR-VAC ASSEMBLY AND PIPING FROM ITS CONNECTION AT MAIN LINE Legend REMOVE TREE(S) SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVE REMOVE CONCRETE PAVE DEMOLISH BUILDING PROPERTY LINE FENCING Do not use BlockEdit, Use LEGEND to edit STORM DRAINAGE PIPE WATER MAIN REMOVAL FH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUIT GAS MAIN/SERVICE SANITARY SEWER SANITARY MH/CO GAS METER/VALVE ROCKERY REMOVAL TELEPHONE SERVICE TREE PROTECTION FENCING STREAM BUFFER EXISTING CLASS IV STREAM PER COR STD DTL 507 TEMPORARY CONSTRUCTION FENCING CONTINUED - SEE SHEET C1.05 CO N T I N U E D - S E E S H E E T C 1 . 0 3 CO N T I N U E D - S E E S H E E T C 1 . 0 1 0 10 20 40 1"=20' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T ON R EGISTE R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G DEMO PLAN 05R 1901 OAKESDALE AVE SW X X X X X X SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx REMOVE CONCRETE HELI PAD, LANDING LIGHTS, AND ALL CONNECTED APPURTENANCES REMOVAL BOLLARDS, TYP. REMOVE IRRIGATION WATER VALVES W/ ALL CONNECTED APPURTENANCES REMOVE ELECTRICAL PANEL WITH ALL CONNECTED APPURTENANCES REMOVE IRRIGATION WATER VALVES W/ ALL CONNECTED APPURTENANCES POND B 100 FT POND "A" WETLAND BUFFER X X X X X X SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx Legend REMOVE TREE(S) SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVE REMOVE CONCRETE PAVE DEMOLISH BUILDING PROPERTY LINE FENCING Do not use BlockEdit, Use LEGEND to edit STORM DRAINAGE PIPE WATER MAIN REMOVAL FH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUIT GAS MAIN/SERVICE SANITARY SEWER SANITARY MH/CO GAS METER/VALVE ROCKERY REMOVAL TELEPHONE SERVICE TREE PROTECTION FENCING STREAM BUFFER EXISTING CLASS IV STREAM PER COR STD DTL 507 TEMPORARY CONSTRUCTION FENCING 0 10 20 40 1"=20' CONTINUED - SEE SHEET C1.07 CO N T I N U E D - S E E S H E E T C 1 . 0 5 CONTINUED - SEE SHEET C1.01 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEE N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G DEMO PLAN 06R SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx REMOVE CONCRETE HELI PAD, LANDING LIGHTS, AND ALL CONNECTED APPURTENANCES REMOVE EX LIGHT POLE REMOVE EX LIGHT POLE REMOVE EX LIGHT POLE REMOVE EX LIGHT POLE REMOVE EX LIGHT POLE REMOVE EX LIGHT POLE REMOVE EX SIGN REMOVE EX LIGHT POLE REMOVE EX ELECTRICAL CABINET REMOVE IRRIGATION WATER VALVE W/ ALL CONNECTED APPURTENANCES REMOVE IRRIGATION WATER VALVE W/ ALL CONNECTED APPURTENANCES REMOVE EX LIGHT POLE REMOVE EX LIGHT POLE REMOVE EX LIGHT POLE REMOVE EX SIGNS SAWCUT 6" OFFSET FROM CURB FACE SAWCUT EX ASPHALT REMOVE IRRIGATION WATER VALVES W/ ALL CONNECTED APPURTENANCES SAWCUT EX ASPHALT PAVING CUT, CAP, AND ABANDON STORM. REMOVE EXISTING WATER MAIN. THIS SECTION OF WATER MAIN MUST BE RELOCATED TO PROVIDE THE LOOPED WATER SYSTEM AROUND THE EXISTING BUILDING NEEDED FOR FIRE PROTECTION PRIOR TO ITS REMOVAL. CUT AND CAP AND EX WATER MAIN WITH TEMP BLOCK.CUT AND CAP SHALL BE PERFORMED BY CITY FORCES. A SEPARATE WATER PERMIT IS REQUIRED. SEPARATE WATER PERMIT WILL BE PREPARED BY STAFF AND ISSUED CONCURRENTLY WITH CIVIL ISSUANCE. SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx REMOVE EX CANOPY AND ASSOCIATED FOOTING AND COLUMN (APPROXIMATE LOCATION). SEE STRUCTURAL PLANS REMOVE EXISTING (4) 12" GATE VALVES AND 12" WATER TO CONNECTION TO NEW 12" WATER PRIOR TO REMOVAL, ADEQUATE FIRE PROTECTION MUST BE IN PLACE. VERIFY WITH RENTON REGIONAL FIRE AUTHORITY AND CITY OF RENTON CONSTRUCTION INSPECTOR. EX FIRE HYDRANT TO BE REMOVED AND SALVAGED TO CITY SHOPS. INSTALL 6" MJ PLUG IN EXISTING VALVE. Legend REMOVE TREE(S) SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVE REMOVE CONCRETE PAVE DEMOLISH BUILDING PROPERTY LINE FENCING Do not use BlockEdit, Use LEGEND to edit STORM DRAINAGE PIPE WATER MAIN REMOVAL FH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUIT GAS MAIN/SERVICE SANITARY SEWER SANITARY MH/CO GAS METER/VALVE ROCKERY REMOVAL TELEPHONE SERVICE TREE PROTECTION FENCING STREAM BUFFER EXISTING CLASS IV STREAM PER COR STD DTL 507 TEMPORARY CONSTRUCTION FENCING CONTINUED - SEE SHEET C1.08 CO N T I N U E D - S E E S H E E T C 1 . 0 6 CO N T I N U E D - S E E S H E E T C 1 . 0 4 CONTINUED - SEE SHEET C1.02 0 10 20 40 1"=20' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEE N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G DEMO PLAN 07R 1901 OAKESDALE AVE SW SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx REMOVE EX STORM MANHOLE AND CONNECTED STORM LINES REMOVE EX STORM MANHOLE AND CONNECTED STORM LINES POND B REMOVE GRAVEL SURFACE MATERIALS WITHIN PROJECT LIMITS SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx REMOVE EXISTING IRRIGATION MAIN BETWEEN TWO IDENTIFIED VALVES. CUT AND CAP AND EX IRRIGATION MAIN WITH TEMP BLOCK. Legend REMOVE TREE(S) SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVE REMOVE CONCRETE PAVE DEMOLISH BUILDING PROPERTY LINE FENCING Do not use BlockEdit, Use LEGEND to edit STORM DRAINAGE PIPE WATER MAIN REMOVAL FH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUIT GAS MAIN/SERVICE SANITARY SEWER SANITARY MH/CO GAS METER/VALVE ROCKERY REMOVAL TELEPHONE SERVICE TREE PROTECTION FENCING STREAM BUFFER EXISTING CLASS IV STREAM PER COR STD DTL 507 TEMPORARY CONSTRUCTION FENCING CONTINUED - SEE SHEET C1.10 CO N T I N U E D - S E E S H E E T C 1 . 0 8 CONTINUED - SEE SHEET C1.04 0 10 20 40 1"=20' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEE N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G DEMO PLAN 08R SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDxSDxSDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx S D x REMOVE EX LIGHT POLE REMOVE EX LIGHT POLE REMOVE EX GATE REMOVE EX CURB AND GUTTER REMOVE EX LIGHT POLE REMOVE EX LIGHT POLE REMOVE EX LIGHT POLE REMOVE EX LIGHT POLE REMOVE EX LIGHT POLE REMOVE IRRIGATION VALVES AND CONNECTED APPURTENANCES SAWCUT EX ASPHALT PAVING SAWCUT AND REMOVE EX ASPHALT PAVING AND CURB SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDxSDxSDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx S D x Legend REMOVE TREE(S) SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVE REMOVE CONCRETE PAVE DEMOLISH BUILDING PROPERTY LINE FENCING Do not use BlockEdit, Use LEGEND to edit STORM DRAINAGE PIPE WATER MAIN REMOVAL FH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUIT GAS MAIN/SERVICE SANITARY SEWER SANITARY MH/CO GAS METER/VALVE ROCKERY REMOVAL TELEPHONE SERVICE TREE PROTECTION FENCING STREAM BUFFER EXISTING CLASS IV STREAM PER COR STD DTL 507 TEMPORARY CONSTRUCTION FENCING CONTINUED - SEE SHEET C1.11 CO N T I N U E D - S E E S H E E T C 1 . 0 7 CONTINUED - SEE SHEET C1.05 CO N T I N U E D - S E E S H E E T C 1 . 0 9 0 10 20 40 1"=20' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEE N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G DEMO PLAN 09R OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x OA K E S D A L E A V E S W 66' 90' SAWCUT EX ASPHALT PAVING SAWCUT EX ASPHALT PAVING AND CURB SAWCUT AND REMOVE EX CONC SIDEWALK SAWCUT EX ASPHALT PAVING AND CURB PROTECT EXISTING CURB AND GUTTER PROTECT PARKING LOT CANOPY IN PLACE OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x Legend REMOVE TREE(S) SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVE REMOVE CONCRETE PAVE DEMOLISH BUILDING PROPERTY LINE FENCING Do not use BlockEdit, Use LEGEND to edit STORM DRAINAGE PIPE WATER MAIN REMOVAL FH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUIT GAS MAIN/SERVICE SANITARY SEWER SANITARY MH/CO GAS METER/VALVE ROCKERY REMOVAL TELEPHONE SERVICE TREE PROTECTION FENCING STREAM BUFFER EXISTING CLASS IV STREAM PER COR STD DTL 507 TEMPORARY CONSTRUCTION FENCING CO N T I N U E D - S E E S H E E T C 1 . 0 8 CONTINUED - SEE SHEET C1.06 0 10 20 40 1"=20' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEE N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G DEMO PLAN 10R SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx S D x S D x SAWCUT EX ASPHALT PAVING FLOW CONTROL STRUCTURE TO REMAIN. PROTECT IN PLACE PROTECT EXISTING STORM DRAINAGE MANHOLE WITH BIRD CAGE COVER. PROTECT EXISTING STORM DRAINAGE CONVEYANCE PIPES AND MANHOLE POND B 100 YEAR FLOODPLAIN ELEVATION LOT LINE ADJUSTMENT FOR SOUNDERS HEADQUARTERS REMOVE GRAVEL SURFACE MATERIALS WITHIN PROJECT LIMITS SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx S D x S D x Legend REMOVE TREE(S) SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVE REMOVE CONCRETE PAVE DEMOLISH BUILDING PROPERTY LINE FENCING Do not use BlockEdit, Use LEGEND to edit STORM DRAINAGE PIPE WATER MAIN REMOVAL FH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUIT GAS MAIN/SERVICE SANITARY SEWER SANITARY MH/CO GAS METER/VALVE ROCKERY REMOVAL TELEPHONE SERVICE TREE PROTECTION FENCING STREAM BUFFER EXISTING CLASS IV STREAM PER COR STD DTL 507 TEMPORARY CONSTRUCTION FENCING CO N T I N U E D - S E E S H E E T C 1 . 1 1 CONTINUED - SEE SHEET C1.07 0 10 20 40 1"=20' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEE N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G DEMO PLAN 11R ZONE X SAWCUT EX ASPHALT PAVING 100 YEAR FLOODPLAIN ELEVATION REMOVE GRAVEL SURFACE MATERIALS WITHIN PROJECT LIMITS REMOVE IRRIGATION VALVES AND ASSOCIATED APPURTENANCES REMOVE IRRIGATION VALVES AND ASSOCIATED APPURTENANCES ZONE X Legend REMOVE TREE(S) SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVE REMOVE CONCRETE PAVE DEMOLISH BUILDING PROPERTY LINE FENCING Do not use BlockEdit, Use LEGEND to edit STORM DRAINAGE PIPE WATER MAIN REMOVAL FH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUIT GAS MAIN/SERVICE SANITARY SEWER SANITARY MH/CO GAS METER/VALVE ROCKERY REMOVAL TELEPHONE SERVICE TREE PROTECTION FENCING STREAM BUFFER EXISTING CLASS IV STREAM PER COR STD DTL 507 TEMPORARY CONSTRUCTION FENCING CO N T I N U E D - S E E S H E E T C 1 . 1 0 CONTINUED - SEE SHEET C1.08 CO N T I N U E D - S E E S H E E T C 1 . 1 2 0 10 20 40 1"=20' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGISTE R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEE N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G DEMO PLAN 12R Legend PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING WEIGHTED PLASTIC Do not use BlockEdit, Use LEGEND to edit TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPORARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY 7 C2.20 6 C2.20 8 C2.20 5 C2.20 12 C2.20 1 C2.20 OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X Δ SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SS x SSx S S x S S x S S x S S x SS x SD x SD x SD x S D x S D x SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SD x SDx SD x SD x SD x SDx SD x SD x SD x SD x SDx SDx SD x SD x SDx SD x SD x SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx SDx SD x0102 03 04 05 06 07 08 09 10 11 12 OA K E S D A L E A V E S W (NOT INCLUDED) (NOT INCLUDED) 100 FT POND "A" WETLAND BUFFER WETLAND A POND B LOT LINE ADJUSTMENT FOR SOUNDERS HEADQUARTERS OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X Δ SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SS x SSx S S x S S x S S x S S x SS x SD x SD x SD x S D x S D x SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SD x SDx SD x SD x SD x SDx SD x SD x SD x SD x SDx SDx SD x SD x SDx SD x SD x SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx SDx SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X Δ SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SS x SSx S S x S S x S S x S S x SS x SD x SD x SD x S D x S D x SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SD x SDx SD x SD x SD x SDx SD x SD x SD x SD x SDx SDx SD x SD x SDx SD x SD x SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx SDx SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X Δ SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SS x SSx S S x S S x S S x S S x SS x SD x SD x SD x S D x S D x SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SD x SDx SD x SD x SD x SDx SD x SD x SD x SD x SDx SDx SD x SD x SDx SD x SD x SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx SDx SD x (NOT INCLUDED) 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 0 40 80 160 1"=80' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MAIN S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G 13R OVERALL TESC PLAN Legend PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING Do not use BlockEdit, Use LEGEND to edit TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING 7 C2.20 12 C2.20 8 C2.20 6 C2.20 5 C2.20 1 C2.20 TREE PROTECTION (TYP) TREE PROTECTION (TYP) TREE PROTECTION (TYP) 100 FT POND "A" WETLAND BUFFER WETLAND A Δ ZONE AE SD x SDx SDx SD x Δ ZONE AE SD x SDx SDx SD x 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T ON R EGISTE R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G 0 10 20 40 1"=20' TESC PLAN 14R CONTINUED - SEE SHEET C2.04 CO N T I N U E D - S E E S H E E T C 2 . 0 2 Legend PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING Do not use BlockEdit, Use LEGEND to edit TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING 7 C2.20 12 C2.20 8 C2.20 6 C2.20 5 C2.20 1 C2.20 INLET PROTECTION (TYP) TREE PROTECTION (TYP) TREE PROTECTION (TYP) SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx S D x S D x S D x S D x S D x SD x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx S D x S D x S D x S D x S D x SD x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x 100 FT POND "A" WETLAND BUFFER 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G 0 10 20 40 1"=20' TESC PLAN 15R CONTINUED - SEE SHEET C2.05 CO N T I N U E D - S E E S H E E T C 2 . 0 3 CO N T I N U E D - S E E S H E E T C 2 . 0 1 1901 OAKESDALE AVE SW Legend PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING Do not use BlockEdit, Use LEGEND to edit TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING 7 C2.20 12 C2.20 8 C2.20 6 C2.20 5 C2.20 1 C2.20 TREE PROTECTION (TYP) 100 FT POND "A" WETLAND BUFFER POND B X X X X X X SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx X X X X X X SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGISTE R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 0 10 20 40 1"=20' TESC PLAN 16R CONTINUED - SEE SHEET C2.07 CO N T I N U E D - S E E S H E E T C 2 . 0 5 CONTINUED - SEE SHEET C2.01 Legend PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING Do not use BlockEdit, Use LEGEND to edit TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING 7 C2.20 12 C2.20 8 C2.20 6 C2.20 5 C2.20 1 C2.20 INLET PROTECTION (TYP) WHEEL WASH CONSTRUCTION ENTRANCE SEE DETAIL POTENTIAL STOCKPILE/ LAYDOWN AREA CONSTRUCTION ENTRANCE AND GATE SEE DETAIL 1 C2.20 1 C2.20 SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 0 10 20 40 1"=20' TESC PLAN 17R CONTINUED - SEE SHEET C2.08 CO N T I N U E D - S E E S H E E T C 2 . 0 6 CO N T I N U E D - S E E S H E E T C 2 . 0 4 CONTINUED - SEE SHEET C2.02 1901 OAKESDALE AVE SW Legend PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING Do not use BlockEdit, Use LEGEND to edit TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING 7 C2.20 12 C2.20 8 C2.20 6 C2.20 5 C2.20 1 C2.20 PROTECT EXISTING POND INSTALL WEIGHTED PLASTIC SHEETING UP TO WATER LINE. ADJUST LIMITS AS NEEDED FOR WALL CONSTRUCTION FILTER AND FABRIC FENCE TO BE INSTALLED AROUND THE EXISTING WATER FEATURES TREE PROTECTION (TYP) POND B SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGISTE R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 0 10 20 40 1"=20' TESC PLAN 18R CONTINUED - SEE SHEET C2.10 CO N T I N U E D - S E E S H E E T C 2 . 0 8 CONTINUED - SEE SHEET C2.04 Legend PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING Do not use BlockEdit, Use LEGEND to edit TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING 7 C2.20 12 C2.20 8 C2.20 6 C2.20 5 C2.20 1 C2.20 INLET PROTECTION (TYP) POTENTIAL STOCKPILE/ LAYDOWN AREA WHEEL WASH CONSTRUCTION ENTRANCE SEE DETAIL CONSTRUCTION ENTRANCE AND GATE 1 C2.20 SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDxSDxSDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDxSDxSDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx S D x 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G 0 10 20 40 1"=20' TESC PLAN 19R CONTINUED - SEE SHEET C2.11 CO N T I N U E D - S E E S H E E T C 2 . 0 7 CONTINUED - SEE SHEET C2.05 CO N T I N U E D - S E E S H E E T C 2 . 0 9 Legend PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING Do not use BlockEdit, Use LEGEND to edit TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING 7 C2.20 12 C2.20 8 C2.20 6 C2.20 5 C2.20 1 C2.20 OA K E S D A L E A V E S W INLET PROTECTION (TYP) OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 0 10 20 40 1"=20' TESC PLAN 20R CO N T I N U E D - S E E S H E E T C 2 . 0 8 CONTINUED - SEE SHEET C2.06 Legend PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING Do not use BlockEdit, Use LEGEND to edit TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING 7 C2.20 12 C2.20 8 C2.20 6 C2.20 5 C2.20 1 C2.20 PROTECT EXISTING POND PROTECT EXISTING POND INSTALL WEIGHTED PLASTIC SHEETING UP TO WATER LINE. ADJUST LIMITS AS NEEDED FOR WALL CONSTRUCTION FILTER AND FABRIC FENCE TO BE INSTALLED AROUND THE EXISTING WATER FEATURES. ONCE GRADING HAS COMPLETED, TESC FENCING SHALL MATCH SHOWN LIMITS. INSTALL WEIGHTED PLASTIC SHEETING UP TO WATER LINE. ADJUST LIMITS AS NEEDED FOR WALL CONSTRUCTION FILTER AND FABRIC FENCE TO BE INSTALLED AROUND THE EXISTING WATER FEATURES. ONCE GRADING HAS COMPLETED, TESC FENCING SHALL MATCH SHOWN LIMITS. POND B 100 YEAR FLOODPLAIN ELEVATION LOT LINE ADJUSTMENT FOR SOUNDERS HEADQUARTERS SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx S D x S D x 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 0 10 20 40 1"=20' TESC PLAN 21R CO N T I N U E D - S E E S H E E T C 2 . 1 1 CONTINUED - SEE SHEET C2.07 Legend PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING Do not use BlockEdit, Use LEGEND to edit TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING 7 C2.20 12 C2.20 8 C2.20 6 C2.20 5 C2.20 1 C2.20 100 YEAR FLOODPLAIN ELEVATION ZONE XZONE X 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 0 10 20 40 1"=20' TESC PLAN 22R CO N T I N U E D - S E E S H E E T C 2 . 1 0 CONTINUED - SEE SHEET C2.08 CO N T I N U E D - S E E S H E E T C 2 . 1 2 10Construction Vehicle Wheel Wash 5Straw Wattle 1Temporary Construction Entrance NOTES: 1.STRAW WATTLE/ROLL SHALL BE MANUFACTURED FROM RICE STRAW AND WRAPPED IN TUBULAR PLASTIC NETTING. NETTING SHALL HAVE A STRAND THICKNESS OF 0.03" AND A KNOT THICKNESS OF 0.055 AND A WEIGHT OF 0.35 OZ PER FOOT AND SHALL BE MADE FROM 85% HDPE, 14% ETHYL VINYL ACETATE AND 1% COLOR FOR UV INHIBITION. 2.STRAW WATTLE/ROLL INSTALLATION REQUIRED THE PLACEMENT AND SECURE STAKING OF THE WATTLE/ROLL IN A TRENCH, 3"-5" (VARIES) DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND WATTLE/ROLL. 3.STRAW WATTLE/ROLLS MUST BE PLACED ALONG SLOPE CONTOURS. VARIES 3" - 5" 8" - 10" DIA 1"x1"x18" STAKE 25' 3' - 4' (TY P ) 3" FLEXIBLE SUCTION LINE. SUSPEND INTAKE END 6" BELOW DESIGN WATER SURFACE 12'x12'x3' DEEP SUMP W/ 2:1 SIDE SLOPES. LINE SUMP W/ 12 MIL SHEET PLASTIC.6" DIA PVC DRAIN LINE. (DRAIN WASH AREA INTO SUMP, MAINTAINS 12" OF WATER DURING RECIRCULATION) SPRAY NOZZLE FORMED BY DRILLING THREE 1/4" DIA HOLES IN END OF 2" PVC CAP GAS POWERED LINE PUMP (3" DISCHARGE). 2" DIA PVC OR PE PIPE (PUMP DISCHARGE LINE). CONNECT TO PUMP WITH TRANSITION COUPLING. TEMPORARY CONSTRUCTION EXIT 25'Wx100'L. 2" MIN AC OVER 2" CRUSHED ROCK OVER 8" QUARRY SPALLS. RADIUS PER PLAN (TYP) NOTES: 1.USE SOLVENT - GLUED JOINTS AND FITTINGS IN PUMP DISCHARGE LINE/SPRAY MANIFOLD. 2.PAINT OUTER 2" OF SPRAY ARM ENDS WITH ORANGE WARNING PAINT. 3.FILL TRUCK WASH AND SUMP AREAS WITH CLEAN WATER TO DESIGN OPERATING DEPTH. SUPPLEMENT AS NECESSARY. 4.WASH WATER TO BE DISCHARGED TO SANITARY SEWER OR OTHER APPROVED WASTE DISCHARGE.20' 8"x15' ORANGE PAINT STRIPE (TYP) TO DIRECT TRAFFIC THROUGH WASH AREA. 6" DIA HEAVY WALL PVC CASING UNDER CONSTRUCTION EXIT PAVEMENT. PROVIDE 12" MIN COVER. (SLEEVE 2" DIA) DISCHARGE LINE THROUGH CASING. 2" DIA PVC OR PE PIPE (SPRAY MANIFOLD). ELEVATE 2' ABOVE GRADE. SUPPORT MANIFOLD AND SPRAY ARMS WITH METAL STAKES. 11Sediment Trap NOTE: MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM SEDIMENT TRAP OUTLET NTS CROSS SECTION NTS OVERFLOW SPILLWAY 6' MIN WIDTH 1.5' SEDIMENT STORAGE 2' SETTING DEPTH & 1' DEPTH OF 2" - 4" ROCK, 1' DEPTH OF 3/4" - 1/2" WASHED GRAVEL 1' DEPTH 3/4" - 1-1/2" WASHED GRAVEL 5' MAX 1' OVERFLOW DEPTH 4' MIN1' DEPTH 2" - 4" ROCK 93 11 OUTFLOW CHANNEL IF CONSTRUCTED BY EXCAVATION FILTER FABRIC FENCING 2' SETTLING DEPTH 1.5' SEDIMENT STORAGE 12Weighted Plastic Sheeting NOTES: 1.TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SHEETING. 2.SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED. 3.PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL. 4.DUE TO RAPID RUNOFF CAUSED BY PLASTIC SHEETING, THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY CONCENTRATED RUNOFF. 5.IF EROSION AT THE TOE OF SLOPE IS LIKELY, A GRAVEL BERM, RIP-RAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. TERMINATE AT LEVEL AREA. FOLD UNDER 4" AND STAPLE AT 12" INTERVALS PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED 3' MIN 10' MAX BUILDING PAD CONVEY RUNOFF TO APPROVED LOCATION 10' MAX TOE IN SHEETING IN 4"x4" TRENCH A MINIMUM OF 8' SETBACK FROM TOP OF SLOPE. BACKFILL WITH WASHED ROCK MIN 4' SETBACK FROM TOP OF SLOPE 8Catch Basin Insert 7Silt Fence6Tree Protection TREE PROTECTION MEASURES DURING CONSTRUCTION A. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. B.FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAINLINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE-QUARTER FEET (1-1/4') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACE CARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCE ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. C. PROTECTION FRO GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE PROTECTED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. E. RESTRICTIONS ON GRINDING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREA: (1) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (2) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. F.MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVE,LOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. ROW ROW NOTES: 1.USE 4" TO 6" QUARRY SPALLS. MATERIAL WITH "FINES" IS NOT ACCEPTABLE. 2.THE 50' MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSARY TO INSURE MATERIAL IS NOT TRACKED INTO THE PUBLIC RIGHT-OF-WAY. 3.THE CONTRACTOR IS RESPONSIBLE FOR THE CONDITION OF THE CURB AND GUTTER. EXISTING DRIVEWAY RAMP OR SITE ACCESS ROAD 24 ' 50' MIN QUARRY SPALLS 50' MIN ATB EXISTING GROUND 1' - 0" MIN QUARRY SPALLS 4" MIN ATB 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TESC DETAILS 23R THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELE V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 SANITARY MH/CO FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DRAINAGE SWALE WETLAND EXISTING STREAM ASPHALT PAVEMENT PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE FRENCH DRAIN ROCK OUTFALL PAD SYNTHETIC TURF GRASS FLOOD MITIGATION NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X Δ SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SS x SSx S S x S S x S S x S S x SS x SD x SD x SD x S D x S D x SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SD x SDx SD x SD x SD x SDx SD x SD x SD x SD x SDx SDx SD x SD x SDx SD x SD x SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x ZONE AE ZONE X SDx SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx SDx SD x0102 03 04 05 06 07 08 09 10 11 12 OA K E S D A L E A V E S W 201819 21 20 21 15 15 20 16 161 6 17 1 8 1921 1515 20 161616 1718 21 20181921 201819212017181921 2019 21 2019 21 2 0 2 1 2 0 2 1 1 6 1 7 18 2021 2017181921 2019 21 2021 (NOT INCLUDED) (NOT INCLUDED) 100 FT POND "A" WETLAND BUFFER WETLAND A POND B LOT LINE ADJUSTMENT FOR SOUNDERS HEADQUARTERS UNDER FIELD FLOOD MITIGATION STORAGE FLOOD MITIGATION DISCHARGE LOCATION UNDER FIELD FLOOD MITIGATION STORAGE NEW ELEVATED DECK UNDER FIELD PERFORATED DRAINAGE (TYP) BIOSCAPE STORMWATER TREATMENT FACILITY FLOOD MITIGATION DISCHARGE LOCATION SITE STORMWATER DISCHARGE LOCATION OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X Δ SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SS x SSx S S x S S x S S x S S x SS x SD x SD x SD x S D x S D x SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SD x SDx SD x SD x SD x SDx SD x SD x SD x SD x SDx SDx SD x SD x SDx SD x SD x SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x ZONE AE ZONE X SDx SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx SDx SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X Δ SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SS x SSx S S x S S x S S x S S x SS x SD x SD x SD x S D x S D x SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SD x SDx SD x SD x SD x SDx SD x SD x SD x SD x SDx SDx SD x SD x SDx SD x SD x SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x ZONE AE ZONE X SDx SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx SDx SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X Δ SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SS x SSx S S x S S x S S x S S x SS x SD x SD x SD x S D x S D x SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SD x SDx SD x SD x SD x SDx SD x SD x SD x SD x SDx SDx SD x SD x SDx SD x SD x SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x ZONE AE ZONE X SDx SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx SDx SD x (NOT INCLUDED) 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 0 40 80 160 1"=80' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEE N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G 24R OVERALL GRADING & DRAINAGE PLAN Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION Δ SD x SDx SDx SD x 20 21 20 18 19 21 21.50 19.66 UNDER FIELD DRAINAGE PER FIELD DESIGNER 17.17 17.28 21.50 21.50 19.54 19.79 3:1 3:1 100 POND "A" WETLAND BUFFER PROPOSED FENCE SEE LANDSCAPE PLANS Δ SD x SDx SDx SD x Δ SD x SDx SDx SD x SD D02 CB TYPE II - 48" RIM=19.68 IE=13.25 12"(IN)E IE=13.25 12"(OUT)SW SD D03 CB TYPE II - 48" RIM=19.83 IE=12.45 12"(IN)NE IE=12.45 12"(OUT)SW 161 LF 12" PVC @ 0.5% 19.74 13.04 19.77 12.17 12.07 13.04 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MAIN S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G 25R 0 10 20 40 1"=20' GRADING & DRAINGE PLAN CONTINUED - SEE SHEET C3.04 CO N T I N U E D - S E E S H E E T C 3 . 0 2 NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. NOTE: STORM SYSTEM SHALL HAVE OPEN GRATE (HERRINGBONE), UNO Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx S D x S D x S D x S D x S D x S D x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx SD x SDx SDx SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x 20 18 19 21 21.34 UNDER FIELD DRAINAGE PER FIELD DESIGNER MATCH EX GRADE MATCH EX GRADE MATCH EX GRADE 20.63 20.49 20.47 19.21 21.50 19.23 19.39 16.69 16.84 15.92 15.88 33 . 3 % 33 . 3 % 3: 1 POND "A" WETLAND BUFFER PROPOSED FENCE SEE LANDSCAPE PLANS PROPOSED FIELD GATE SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx S D x S D x S D x S D x S D x S D x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx SD x SDx SDx SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx S D x S D x S D x S D x S D x S D x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx SD x SDx SDx SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD D01 CB TYPE II - 48" RIM=19.91 IE=13.80 12"(IN)N IE=13.80 12"(IN)E IE=13.80 12"(IN)NE IE=13.80 12"(OUT)W 111 LF 12" PVC @ 0.5% 43 L F 1 2 " P V C @ 1 . 4 % 143 LF 12" P V C @ 0 . 5 % 166 LF 12" PVC @ 1 . 4 % SD D01A CB TYPE I RIM=18.37 IE=14.39 12"(IN)E IE=14.39 12"(OUT)SW STORM RUN 2 SEE SHEET 2 C3.30 STORM RUN 1 SEE SHEET 1 C3.30 FINISHED GRADE OF FIELD = 21.5 INTERCEPT AND CONNECT TO EX STORM IE=15.10 12"(OUT)SW IE=16.05 12"(OUT)SW 64 L F 8 " P V C @ 2 . 5 % SD G02 CB TYPE I RIM=21.15 IE=18.00 8"(IN)S IE=18.00 8"(OUT)N 20 L F 8 " P V C @ 2 . 5 % SD G01 CB TYPE I RIM=21.19 IE=18.50 8"(OUT)N IE=16.38 8"(IN)S 21.37 21.50 21.50 21.50 21.25 21.23 21.24 21.2221.35 21.43 21.45 21.43 21.22 21.21 21.50 21.25 RAISE VAULT LIDS TO GRADE 21.37 MATCH EX PATIO GRADE 21.05 17.80 17.87 21.21 18.61 18.18 14.38 14.43 19.81 13.31 13.31 13.31 13.31 14.95 16.08 16.15 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGISTE R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 26R 0 10 20 40 1"=20' GRADING & DRAINGE PLAN CONTINUED - SEE SHEET C3.05 CO N T I N U E D - S E E S H E E T C 3 . 0 3 CO N T I N U E D - S E E S H E E T C 3 . 0 1 1901 OAKESDALE AVE SW NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. NOTE: STORM SYSTEM SHALL HAVE OPEN GRATE (HERRINGBONE), UNO NORTH WEST PATIOASI-010 JAS 12/22/23 WCA Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION X X X X X X SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx 15 15 20 16 16 1 6 17 1 8 19 21 20 19 21 20 21 19.56 21.50 SD A03 CB TYPE II - 48" RIM=19.95 IE=15.63 18"(IN)E IE=15.63 18"(OUT)S W/ SOLID LOCKING LID 256 LF 18" PVC @ 0.2% 21.50 19.28 17.78 3:1 10 7 L F 1 8 " P V C @ 0 . 3 % 25 LF 18" PVC @ 0.4% FILTERRA BIOSCAPE PLANTER, WITH MEDIA TYPE AND DEPTH CONFORMING TO ECOLOGY STANDARDS. PROVIDE 6-INCH PERFORATED UNDERDRAIN AS SHOWN. SEE DETAIL TYPE I CB AS DISCHARGE STRUCTURE. RIM MATCHES BIOSCAPE MEDIA SURFACE ELEVATION. INLET SUBMERGED TO TRAP SEDIMENT AND ACT AS ENERGY DISSIPATOR. PROVIDE SOLID LID PER DETAIL TYPE I CB AS OVERFLOW STRUCTURE. TYPE I CB RIM TO MATCH BIOSCAPE MEDIA SURFAVE ELEVATION. PROVIDE DEBRIS GRATE PER DETAIL # 56 SDCO RIM=15.20 IE=12.50 6"(OUT)S CLEANOUT WITH CONCRETE COLLAR. RIM TO BE 6-INCHES ABOVE BIOSCAPE MEDIA 37 L F 6 " P V C @ 0 . 8 % 37 L F 6 " P V C @ 0 . 8 % FINISHED GRADE OF FIELD = 21.5 FINISHED GRADE OF FIELD = 21.5 SD A04 CB TYPE II - 48" RIM=19.81 IE=15.31 18"(IN)N IE=15.31 18"(OUT)W W/ SOLID LOCKING LID 4 C3.21 X X X X X X SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx X X X X X X SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD D04 CB TYPE II - 48" RIM=19.34 IE=11.55 12"(IN)NE IE=11.55 12"(OUT)SW 189 LF 12" PVC @ 0.5% 14.70 48 LF 18" PVC @ 0.3% 24" FLOOD MITIGATION PIPE, PROTECT WESTERN END FROM DEBRIS AND ANIMAL ENTRANCE SEE DETAIL 2 C3.20 1 C3.21 STORM RUN 4 SEE SHEET 4 C3.31STORM RUN 3 SEE SHEET 3 C3.31 STORM RUN 4 SEE SHEET 4 C3.31 SD M04 CB TYPE II - 48" RIM=21.00 IE=13.25 24"(OUT)W W/ SOLID LOCKING LID 103 LF 24" PVC @ 1.5% UNDER FIELD FLOOD MITIGATION REQUIRED STORAGE VOLUME=583,800 CF PROVIDED VOLUME=584,020 CF 2 C3.21 UNDER FIELD DRAINAGE PER FIELD DESIGNER STORMWATER DISTRIBUTION CHANNEL PER 18" BIOSCAPE OUTFALL IE=12.04 PROTECT WESTERN END FROM DEBRIS AND ANIMAL ENTRANCE SEE DETAIL 8 C3.20 INTERCEPT AND CONNECT TO EX STORM FLOODPLAIN MITIGATION OUTFALL IE=11.70 SD A06 CB TYPE I RIM=15.20 IE=12.20 6"(IN)N IE=12.20 6"(IN)S IE=12.20 18"(OUT)W 19.89 10.74 10.79 19.83 15.58 15.58 21.08 13.18 11.93 19.93 15.16 15.21 12.96 12" 12.90 12" 12.34 15.16 11.64 IE=14.58 8" CPEP SE IE=15.08 24" PVC S 0.7% SD A05 CB TYPE I RIM=16.91 IE=15.21 18"(IN)E IE=13.44 12"(OUT)S W/ SOLID LOCKING LID 15.81 13.16 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MAIN S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G 27R 0 10 20 40 1"=20' GRADING & DRAINGE PLAN CONTINUED - SEE SHEET C3.07 CO N T I N U E D - S E E S H E E T C 3 . 0 5 CONTINUED - SEE SHEET C3.01 NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. NOTE: STORM SYSTEM SHALL HAVE OPEN GRATE (HERRINGBONE), UNO Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx 21.50 UNDER FIELD DRAINAGE PER FIELD DESIGNER UNDER FIELD DRAINAGE PER FIELD DESIGNER SD A02 CB TYPE II - 48" RIM=21.00 IE=16.27 18"(IN)E IE=16.85 8"(IN)N IE=16.85 8"(IN)S IE=16.27 18"(OUT)W W/ SOLID LOCKING LID SD A01 CB TYPE II - 48" RIM=21.00 IE=16.85 8"(IN)N IE=16.85 8"(IN)S IE=16.85 18"(OUT)W W/ SOLID LOCKING LID SEE ARCHITECTURAL PLANS FOR BUILDING ADDITIONS 233 LF 18" PVC @ 0.2% TC 21.14 BC 20.64 TC 21.81 BC 21.31 TC 21.75 BC 21.25 TC 21.07 BC 20.57 TC 21.12 BC 20.62 TC 21.01 BC 20.51 TC 20.90 BC 20.40 TC 21.13 BC 20.63 TC 21.14 BC 20.64 TC 20.98 BC 20.48 TC 20.98 BC 20.48 TC 21.04 BC 20.54 TC 20.86 BC 20.36 TC 20.99 BC 20.49 TC 20.99 BC 20.49 TC 21.06 BC 20.56 TC 21.01 BC 20.51 TC 21.73 BC 21.23 2' SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx FINISHED GRADE OF FIELD = 21.5 FINISHED GRADE OF FIELD = 21.5 TC 20.95 BC 20.45 TC 21.06 BC 20.56 TC 20.80 BC 20.30 TC 20.80 BC 20.30 TC 21.23 BC 20.73 TC 21.13 BC 20.63 TC 21.10 BC 20.60 TC 21.14 BC 20.64 21.50 TC 21.10 BC 20.60 TC 20.86 BC 20.36 21.50 21.50 20.88 16.89 16.89 20.92 16.07 16.07 16.72 16.07 16.89 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEE N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G 28R 0 10 20 40 1"=20' GRADING & DRAINGE PLAN CONTINUED - SEE SHEET C3.08 CO N T I N U E D - S E E S H E E T C 3 . 0 6 CO N T I N U E D - S E E S H E E T C 3 . 0 4 CONTINUED - SEE SHEET C3.02 1901 OAKESDALE AVE SW NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. NOTE: STORM SYSTEM SHALL HAVE OPEN GRATE (HERRINGBONE), UNO Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx 24" FLOOD MITIGATION PIPE, PROTECT WESTERN END FROM DEBRIS AND ANIMAL ENTRANCE SEE DETAIL SDMH RIM TO MATCH PATHWAY GRADE. SDMH IE TO MATCH EXISTING INVERT TO WEST. LOCATE AND VERIFY EXISTING PIPE LOCATION AND INVERT PRIOR TO INSTALLING ANY STORM UPSTREAM. 15 15 20 16 16 16 17 18 21 20 19 21 2 0 2 1 2 0 2 1 1 6 1 7 18 21.50 19.21 230 LF 24" PVC @ 0.5% SD C06 CB TYPE II - 48" RIM=18.34 IE=9.01 24"(IN)E IE=9.01 24"(OUT)NW W/ SOLID LOCKING LID SITE DISCHARGE LOCATION UNDER FIELD FLOOD MITIGATION REQUIRED STORAGE VOLUME=583,800 CF PROVIDED VOLUME=584,020 CF UNDER FIELD FLOOD MITIGATION REQUIRED STORAGE VOLUME=583,800 CF PROVIDED VOLUME=584,020 CF 14.70 16.23 15.49 15.43 3:1 3:1 11 2 L F 1 2 " P V C @ 0 . 5 % 36 LF 24" P V C @ 0 . 5 % SD B03 CB TYPE II - 48" RIM=19.24 IE=15.74 12"(IN)S IE=15.74 12"(OUT)W W/ SOLID LOCKING LID SD C04 CB TYPE II - 48" RIM=21.50 IE=10.26 24"(IN)E IE=10.26 24"(OUT)W W/ SOLID LOCKING LID 288 LF 24" PVC @ 0.5% CLEANOUT WITH CONCRETE COLLAR. RIM TO BE 6-INCHES ABOVE BIOSCAPE MEDIA # 55 SDCO RIM=15.20 IE=12.50 6"(OUT)N 37 L F 6 " P V C @ 0 . 8 % 2 C3.21 2 C3.21 FINISHED GRADE OF FIELD = 21.5 FINISHED GRADE OF FIELD = 21.5 SD C05 CB TYPE II - 48" RIM=18.99 IE=9.19 24"(IN)E IE=9.19 24"(OUT)W W/ SOLID LOCKING LID 2 C3.20 SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD B02 CB TYPE II - 48" RIM=19.18 IE=16.30 12"(IN)S IE=16.30 12"(OUT)N W/ SOLID LOCKING LID TYPE I CB AS DISCHARGE STRUCTURE. RIM MATCHES BIOSCAPE MEDIA SURFACE ELEVATION. INLET SUBMERGED TO TRAP SEDIMENT AND ACT AS ENERGY DISSIPATOR. PROVIDE DEBRIS GRATE PER DETAIL 129 LF 24" PVC @ 2.3% 78 L F 2 4 " P V C @ 0 . 1 % SD M03 CB TYPE II - 48" RIM=21.00 IE=14.70 24"(OUT)W W/ SOLID LOCKING LID SD B01 CB TYPE II - 48" RIM=18.77 IE=16.75 12"(IN)NE IE=16.75 12"(IN)E IE=16.75 12"(OUT)N W/ SOLID LOCKING LID 46 LF 12" PVC @ 0. 2 % 23 LF 12" PVC @ 0.4% 8 6 L F 1 2 " P V C @ 0 . 5 % 30 LF 1 2 " P V C @ 1 . 8 % 24" FLOOD MITIGATION PIPE, PROTECT WESTERN END FROM DEBRIS AND ANIMAL ENTRANCE SEE DETAIL STORM RUN 6 SEE SHEET 6 C3.32 STORM RUN 5 SEE SHEET 5 C3.32 STORM RUN 7 SEE SHEET 7 C3.32 SD M02 CB TYPE II - 48" RIM=21.00 IE=14.70 24"(OUT)W W/ SOLID LOCKING LID 166 LF 24" PVC @ 1 . 8 % SD B04 CB TYPE I RIM=17.79 IE=15.21 12"(IN)E W/ SOLID LOCKING LID 1 C3.21 STORMWATER DISTRIBUTION CHANNEL PER 8 C3.20 8 C3.20 FLOODPLAIN MITIGATION OUTFALL IE=11.70 FLOODPLAIN MITIGATION OUTFALL IE=11.70 SD C07 CB TYPE II - 48" RIM=12.20 IE=8.95 24"(IN)SE W/ SOLID LOCKING LID SD F02 CB TYPE I RIM=21.00 IE=17.02 8"(IN)NW IE=16.85 8"(IN)E IE=16.85 12"(OUT)SW W/ SOLID LOCKING LID SD F03 CB TYPE I RIM=21.00 IE=17.56 8"(IN)E IE=16.85 8"(IN)S IE=16.85 12"(OUT)W W/ SOLID LOCKING LID SD F01 CB TYPE I RIM=21.00 IE=17.64 8"(IN)N IE=17.64 8"(IN)W W/ SOLID LOCKING LID 21.34 10.16 10.05 19.06 16.35 16.35 15.58 13.18 IE=13.38 12" PVC N 19.77 15.64 15.64 11.71 15.34 8.89 18.26 8.78 9.01 8.72 19.21 9.01 19.95 20.88 17.00 16.76 17.21 10" 20.74 14.30 IE=14.99 24" CPEP E IE=15.69 24" CPEP S 11.59 20.73 14.45 IE=15.13 36" CPEP N IE=16.53 24" PVP E IE=14.48 6" CPEP E 20.50 17.19 16.80 16.75 0.0% 0.0% 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G 29R 0 10 20 40 1"=20' GRADING & DRAINGE PLAN CONTINUED - SEE SHEET C3.10 CO N T I N U E D - S E E S H E E T C 3 . 0 8 CONTINUED - SEE SHEET C3.04 NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. NOTE: STORM SYSTEM SHALL HAVE OPEN GRATE (HERRINGBONE), UNO Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDxSDxSDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx S D x CONNECT TO EX DRAINAGE SYSTEM FOR REROUTE 21.50 STORM MAIN REROUTE SD C01 CB TYPE II - 72" (EX) RIM=20.52 IE=11.91 24"(OUT)W W/ SOLID LOCKING LID SD C03 CB TYPE II - 48" RIM=21.50 IE=11.61 24"(IN)N IE=11.61 24"(OUT)W W/ SOLID LOCKING LID W/OIL POLLUTION CONTROL TEE PER 2/C3.21 PROPOSED BUILDING 4.5' 288 LF 24" PVC @ 0.5% UNDER FIELD FLOOD MITIGATION REQUIRED STORAGE VOLUME=583,800 CF PROVIDED VOLUME=584,020 CF 2 C3.21 FINISHED GRADE OF FIELD = 21.5 TC 21.09 BC 20.59 TC 21.10 BC 20.60 TC 21.75 BC 21.25 TC 21.88 BC 21.38 TC 21.10 BC 20.60 TC 20.92 BC 20.42 TC 20.91 BC 20.41 TC 21.53 BC 21.03 TC 21.00 BC 20.50 TC 20.99 BC 20.49 TC 21.01 BC 20.51 TC 21.01 BC 20.51 SD C02 CB TYPE II - 48" RIM=21.50 IE=11.82 24"(IN)E IE=11.82 24"(OUT)S W/ SOLID LOCKING LID 18 LF 24" PVC @ 0.5% 43 LF 24" PVC @ 0.5% SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDxSDxSDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDxSDxSDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx S D x STORM RUN 6 SEE SHEET 6 C3.32 UNDER FIELD DRAINAGE PER FIELD DESIGNER FINISHED GRADE OF FIELD = 21.5 TC 21.50 BC 20.58 TC 21.50 BC 20.84 IE=17.00 2"(IN)S FFE=21.75 21.73 21.5021.50 21.73 21.7321.50 21.50 21.50 TC 21.50 BC 20.58 TC 21.50 BC 20.58 21.73 21.73 SD E03 SDCO RIM=21.50 IE=18.91 6"(IN)SE IE=18.91 8"(OUT)W 42 L F 6 " P V C @ 0 . 5 % SD E01 CB TYPE I RIM=20.99 IE=19.12 6"(OUT)NW 21.50 TC 21.26 BC 20.76 TC 20.93 BC 20.43 TC 20.88 BC 20.38 TC 21.25 BC 20.75 TC 20.77 BC 20.27 TC 20.79 BC 20.29 TC 21.17 BC 20.67 CONNECT TO FIELD UNDERDRAIN 16 LF 2" PVC @ 1.1% SUMP PUMP IN WATER METER VAULT TO DISCHARGE NORTH VIA 2 INCH PIPE. PUMP TO BE LIBERTY 287 1/2 HP SUMP PUMP (OR APPROVED EQUAL) INSTALLED IN VAULT. IE=17.18 2" (OUT) 21.58 11.53 11.53 21.37 11.71 11.71 20.90 16.70 FF E = 2 1 . 7 5 FFE=21.75 A SEPARATE BUILDING PERMIT IS REQUIRED FOR THIS STRUCTURE A SEPARATE BUILDING PERMIT IS REQUIRED FOR THIS STRUCTURE. FOUNDATIONS TO MAINTAIN 5FT SEPARATION MINIMUM FROM EXISTING STORM. 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 30R 0 10 20 40 1"=20' GRADING & DRAINGE PLAN CONTINUED - SEE SHEET C3.11 CO N T I N U E D - S E E S H E E T C 3 . 0 7 CONTINUED - SEE SHEET C3.05 CO N T I N U E D - S E E S H E E T C 3 . 0 9 NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. NOTE: STORM SYSTEM SHALL HAVE OPEN GRATE (HERRINGBONE), UNO INFRASTRUCTURE ENCLOSUREASI-004 JAS 8/25/23 WCA SUMP PUMP IN WATER METER VAULT7 JAS 12/14/23 WCA MAINTENANCE PAD REVISIONS8 JAS 5/13/24 WCA SPILL CONTROL STRUCTURE REVISION9 JAS 1/16/25 WCA Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x OA K E S D A L E A V E S W OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEE N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G 31R 0 10 20 40 1"=20' GRADING & DRAINGE PLAN CO N T I N U E D - S E E S H E E T C 3 . 0 8 CONTINUED - SEE SHEET C3.06 NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. NOTE: STORM SYSTEM SHALL HAVE OPEN GRATE (HERRINGBONE), UNO Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx S D x S D x 20 17 18 19 21 20 19 21 20 21 3:1 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 LOT LINE ADJUSTMENT FOR SOUNDERS HEADQUARTERS SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx S D x S D x STORM RUN 8 SEE SHEET 8 C3.31 SD M01 CB TYPE II - 48" RIM=22.56 IE=14.70 24"(OUT)WPVC W/ SOLID LOCKING LID 12 9 L F 2 4 " P V C @ 2 . 3 % UNDER FIELD FLOOD MITIGATION REQUIRED STORAGE VOLUME=583,800 CF PROVIDED VOLUME=584,020 CF 2 C3.21 FINISHED GRADE OF FIELD = 21.5 24" FLOOD MITIGATION PIPE, PROTECT WESTERN END FROM DEBRIS AND ANIMAL ENTRANCE SEE DETAIL 8 C3.20 FLOODPLAIN MITIGATION OUTFALL IE=11.70 20.88 14.58 IE=15.78 24" CPEP N IE=14.98 24" CPEP E NEW STRUCTURE SD CB TYPE II RIM=20.04 IE=13.94 24" PVC NW IE=13.99 24" PVC SE W/ SOLID LOCKING LID 11.66 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MAIN S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G 32R 0 10 20 40 1"=20' GRADING & DRAINGE PLAN CO N T I N U E D - S E E S H E E T C 3 . 1 1 CONTINUED - SEE SHEET C3.07 NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. NOTE: STORM SYSTEM SHALL HAVE OPEN GRATE (HERRINGBONE), UNO Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION 20 18 19 21 20 17 18 19 21 UNDER FIELD DRAINAGE PER FIELD DESIGNER 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 FINISHED GRADE OF FIELD = 21.5 UNDER FIELD FLOOD MITIGATION REQUIRED STORAGE VOLUME=583,800 CF PROVIDED VOLUME=584,020 CF 2 C3.21 FINISHED GRADE OF FIELD = 21.5 21.50 21.50 21.50 SD E04 SDCO RIM=21.50 IE=18.91 6"(IN)NE IE=18.91 8"(OUT)W 42 L F 6 " P V C @ 0 . 5 % SD E02 CB TYPE I RIM=20.99 IE=19.12 6"(OUT)SW 21.50 21.50 CONNECT TO FIELD UNDERDRAIN 20.76 21.29 FFE=21.75 FF E = 2 4 . 0 0 4FT MAXIMUM HEIGHT STRUCTURE WILL REQUIRE SEPARATE BUILDING PERMIT SELF CONTAINED WASH STATION LOCATION A SEPARATE BUILDING PERMIT IS REQUIRED FOR THIS STRUCTURE 0 10 20 40 1"=20' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGISTE R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 33R GRADING & DRAINGE PLAN CO N T I N U E D - S E E S H E E T C 3 . 1 0 CONTINUED - SEE SHEET C3.08 CO N T I N U E D - S E E S H E E T C 3 . 1 2 NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. NOTE: STORM SYSTEM SHALL HAVE OPEN GRATE (HERRINGBONE), UNO INFRASTRUCTURE ENCLOSUREASI-004 JAS 8/25/23 WCA MAINTENANCE PAD REVISIONS8 JAS 5/13/24 WCA 1Catch Basin Type 1 2Rectangular Solid Metal Cover 3Catch Basin Type 2 4Catch Basin Installation 5Round Frame and Cover (Private)6Rectangular Vaned Grate 7Miscellaneous Details for Drainage Structures 8Debris & Animal Entrance Protection Storm MAY BE REMOVED PIPE COUPLING 12" MIN PIPE COUPLING BEVELED PIPE END SECTION 3/4" DIA. SMOOTH BARS W/ ENDS WELDED TO BAR-FRAME MAY BE REMOVED 3" - 5" FOR 18" DIA 5" - 8" FOR 24" DIA 7" - 9" FOR 30" DIA AND GREATER 4" OC MAX BAR SPACING NOTES: 1.CMP* END - SECTION SHOWN; FOR CONCRETE PIPE BEVELED END SECTION, SEE KC125 DWG. NO. 11 2. ALL STEEL PARTS MUST BE GALVANIZED AND ASPHALT COATED (TREATMENT 1 OR BETTER) *OR CPEP SMOOTH INTERIOR 3/4" DIA BAR-FRAME 2" x 5" ANCHOR STRIPS WELDED TO 3/4" DIA. BAR FRAME. 4 PIECES SPACED UNIFORMLY FASTEN W/1/2" GALV OR NON-CORROSIVE BOLTS & NUTS 3 1 PROVIDE FINE MESH BEHIND BARS TO PREVENT ANIMALS OR SALMONIDS FROM ENTERING PIPE 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STAT E O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON 34R GRADING & DRAINAGE DETAILS THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEE N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELE V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WER E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 3Bioscape Enlargement 2Spill Control1Bioscape Trough 10' MIN CELL WIDTH OVERFLOW STRUCTURE, OUTFALL ROCK AND BIOSCAPE DIMENSIONS PER PLAN 10-INCH OF UNDERDRAIN STONE UNDERDTAIN PER CONTECH NOTE: FINAL DESIGN DRAWING FOR BIOSCAPE SYSTEM ARE PROVIDED BY FILTERRA FOR CITY VERIFICATION PRIOR TO INSTALLATION IN THE DRAINAGE REPORT 6-INCH PONDING DEPTH 3-INCH THICK BIOSCAPE MULCH LAYER 21-INCH THICK LAYER OF BIOSCAPE MEDIA, PER ECOLOGY GULD REQUIREMENTS 3:1 SLOPE MAX 24-INCH MINIMUM BERM TOP WIDTH IN AREAS OF FILL PLANTINGS TO BE DETERMINED WITH LANDSCAPE AND WETLAND CONSULTANT 1 4Bioscape Detail 12.0' 84.0' 6.0' OUTLET WINDOWS TO BIOSCAPE SYSTEM, 12' OC TYP, 6' FROM EITHER END. WINDOW IE=15.10 SECTION A-A SECTION B-B 2. 0 ' 1.0' 0.1' 2.0' 2. 0 ' INLET PIPE IE=15.08 B B NOTES: 1.USE A MINIMUM OF A 48" DIAMETER TYPE 2 CATCH BASIN 2.OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW 3.METAL PARTS: CORROSION RESISTANT. STAINLESS STEEL OR ALUMINIZED STEEL 4.TEE SHALL BE CONSTRUCTED OF ALUMINUM CMP OR ALUMINIZED STEEL CMP MEETING WSDOT/APWA STANDARDS 5.FRAME AND LADDER OR STEPS OFFSET SO: A.CLIMB-DOWN SPACE IS CLEAR OF RISER. B.FRAME IS CLEAR OF CURB. 5.IF METAL OUTLET PIPE CONNECT TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH OD EQUAL TO CONCRETE PIPE ID LESS 1/4" 6.PROVIDE AT LEAST ONE 3" x 0.090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL (MAXIMUM 3'-0" VERTICAL SPACING) 7.LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER TYPE 9 MINERAL AGGREGATE W/ PORTLAND CEMENT MH SERIES 200 TYPE B 48" Ø 24" INLET PIPE STANDARD GALVANIZED STEEL STEPS. SEE AUSTIN CO SPECS. 1' - 0 " 1' - 5 . 5 " MAX WS EL=18.00 4" MIN 6" THK GROUT ALL AROUND 24" OUTLET PIPE 18" MIN PIPE SUPPORT 3"x.09 GAGE BOLTED OR EMBEDDED 2" IN WALL AT MAX 3' SPACING. MIN ONE SUPPORT 4" MIN - 1'-6" MAX ROUND SOLID COVER MARKED 'DRAIN' W/ LOCKING BOLTS RIM = 21.58 SECTION PLAN IN OUT ROUND SOLID COVER MARKED 'DRAIN' W/ LOCKING BOLTS STANDARD GALVANIZED STEEL STEPS. SEE AUSTIN CO SPECS. 12" PIPE T/PIPE EL=18.00 B/RISER EL=10.08 IE OUT EL=11.53 CLEANOUT ROD PER CORSWDM FIG. 5.1.4.A PIPE FREE OF RESTRICTOR PLATES 10.07 17.99 15 15 20 16 16 16 17 18 19 21 15 15 20 16 16 16 17 18 21 73.2' 76' R5' R5' 55' 57' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON 35R GRADING & DRAINAGE DETAILS TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MAIN S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G SPILL CONTROL STRUCTURE REVISION9 JAS 1/16/25 WCA 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON 36R GRADING & DRAINAGE DETAILS TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G ALL STRUCTURE CONNECTIONS TO MATCH ENGINEERED DESIGN INTENT AND LOCATION PER C3.04 ALL STRUCTURE CONNECTIONS TO MATCH ENGINEERED DESIGN INTENT AND LOCATION PER C3.07 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON 37R GRADING & DRAINAGE DETAILS TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MAIN S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G ALL STRUCTURE CONNECTIONS TO MATCH ENGINEERED DESIGN INTENT AND LOCATION PER C3.07 ALL STRUCTURE CONNECTIONS TO MATCH ENGINEERED DESIGN INTENT AND LOCATION PER C3.10 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON 38R GRADING & DRAINAGE DETAILS TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON 39R GRADING & DRAINAGE DETAILS TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON 40R GRADING & DRAINAGE DETAILS TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON 41R GRADING & DRAINAGE DETAILS TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEE N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G 5 10 15 20 25 30 5 10 15 20 25 30 100+00 101+00 102+00 102+80 PROPOSED GRADE SD D01 CB TYPE II - 48" RIM=19.91 IE=13.80 12"(IN)N IE=13.80 12"(IN)E IE=13.80 12"(IN)NE IE=13.80 12"(OUT)W 166 LF 12" PVC @ 1.4% BASE FLOOD ELEVATION=20.0 0.6' WITH ETHAFOAM PADSD G02 CB TYPE I RIM=21.15 IE=18.00 8"(IN)S IE=18.00 8"(OUT)N SD G01 CB TYPE I RIM=21.19 IE=18.50 8"(OUT)N 20 LF 8" PVC @ 2.5% 64 LF 8" PVC @ 2.5% 21.21 18.61 21.05 17.87 17.80 19.81 13.31 13.31 13.31 13.31 1.7% IE=16.08 12" (OUT)SW IE=16.15 8" (IN)S 5 10 15 20 25 30 100+00 101+00 102+00 SD D01A CB TYPE I RIM=18.37 IE=14.39 12"(IN)E IE=14.39 12"(OUT)SW SD D01 CB TYPE II - 48" RIM=19.91 IE=13.80 12"(IN)N IE=13.80 12"(IN)E IE=13.80 12"(IN)NE IE=13.80 12"(OUT)W 143 LF 12" PVC @ 0.5%43 LF 12" PVC @ 1.4% 1. 5 ' 19.81 13.31 13.31 13.31 13.31 18.18 14.43 14.38 2.5% IE=14.95 12" (OUT)SW 5 10 15 20 25 30 102+00 103+00 104+00 105+00 106+00 106+80 PROPOSED GRADE PROPOSED GRADE SD D02 CB TYPE II - 48" RIM=19.68 IE=13.25 12"(IN)E IE=13.25 12"(OUT)SW SD D03 CB TYPE II - 48" RIM=19.83 IE=12.45 12"(IN)NE IE=12.45 12"(OUT)SW SD D04 CB TYPE II - 48" RIM=19.34 IE=11.55 12"(IN)NE IE=11.55 12"(OUT)SW 111 LF 12" PVC @ 0.5% 161 LF 12" PVC @ 0.5% 189 LF 12" PVC @ 0.5%5 LF 12" PVC @ 0.8% BASE FLOOD ELEVATION=20.0 BASE FLOOD ELEVATION=20.0 1' 19.74 13.04 13.04 19.77 12.17 12.07 19.89 10.74 10.79 0.2% Storm Profile 2 con't Storm Profile 1 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G STORM PROFILES 42R Storm Profile 2 5 10 15 20 25 30 5 10 15 20 25 30 100+00 101+00 101+40 30 PROPOSED GRADE SD M04 CB TYPE II - 48" RIM=21.00 IE=13.25 24"(OUT)W W/ SOLID LOCKING LID 103 LF 24" PVC @ 1.5% BASE FLOOD ELEVATION=20.0 0.5' 21.08 13.18 IE=14.58 8' CPEP SE IE=15.08 24" PVC S 5 10 15 20 25 100+00 101+00 102+00 233 LF 18" PVC @ 0.2% SD A02 CB TYPE II - 48" RIM=21.00 IE=16.27 18"(IN)E IE=16.85 8"(IN)N IE=16.85 8"(IN)S IE=16.27 18"(OUT)W W/ SOLID LOCKING LID SD A01 CB TYPE II - 48" RIM=21.00 IE=16.85 8"(IN)N IE=16.85 8"(IN)S IE=16.85 18"(OUT)W W/ SOLID LOCKING LID 20.88 16.89 16.89 16.89 5 10 15 20 25 102+00 103+00 104+00 105+00 106+00 106+60 PROPOSED GRADE PROPOSED GRADE 256 LF 18" PVC @ 0.2%107 LF 18" PVC @ 0.3% 25 LF 18" PVC @ 0.4% SD A04 CB TYPE II - 48" RIM=19.81 IE=15.31 18"(IN)N IE=15.31 18"(OUT)W W/ SOLID LOCKING LID SD A03 CB TYPE II - 48" RIM=19.95 IE=15.63 18"(IN)E IE=15.63 18"(OUT)S W/ SOLID LOCKING LID SD A02 CB TYPE II - 48" RIM=21.00 IE=16.27 18"(IN)E IE=16.85 8"(IN)N IE=16.85 8"(IN)S IE=16.27 18"(OUT)W W/ SOLID LOCKING LID SD A05 CB TYPE I RIM=16.91 IE=15.21 18"(IN)E IE=13.44 12"(OUT)S W/ SOLID LOCKING LID BASE FLOOD ELEVATION=20.0 BASE FLOOD ELEVATION=20.0 0.5' 20.92 16.07 16.07 16.72 16.07 19.83 15.58 15.58 19.93 15.16 15.16 13.16 Storm Profile 3 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MAIN S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G STORM PROFILES 43R Storm Profile 4 Storm Profile 4 con't 5 10 15 20 25 30 5 10 15 20 25 30 100+00 101+00 102+00 103+00 103+20 30 PROPOSED GRADE 46 LF 12" PVC @ 0.2% SD B01 CB TYPE II - 48" RIM=18.77 IE=16.75 12"(IN)NE IE=16.75 12"(IN)E IE=16.75 12"(OUT)N W/ SOLID LOCKING LID 86 LF 12" PVC @ 0.5%112 LF 12" PVC @ 0.5% SD B03 CB TYPE II - 48" RIM=19.24 IE=15.74 12"(IN)S IE=15.74 12"(OUT)W W/ SOLID LOCKING LID 30 LF 12" PVC @ 1.8% SD B04 CB TYPE I RIM=17.79 IE=15.21 12"(IN)E W/ SOLID LOCKING LIDSD B02 CB TYPE II - 48" RIM=19.18 IE=16.30 12"(IN)S IE=16.30 12"(OUT)N W/ SOLID LOCKING LID BASE FLOOD ELEVATION=20.0 5. 4 ' 0.5' 19.77 15.64 15.64 15.58 13.18 19.95 19.06 16.35 16.35 IE=13.38 12"(OUT)N 8.0% 5 10 15 20 25 30 100+00 101+00 SD C01 CB TYPE II - 72" RIM=20.52 IE=11.91 24"(OUT)W W/ SOLID LOCKING LID W/OIL POLLUTION CONTROL TEE PER 2/C3.21 SD C02 CB TYPE II - 48" RIM=21.50 IE=11.82 24"(IN)E IE=11.82 24"(OUT)S W/ SOLID LOCKING LID 18 LF 24" PVC @ 0.5% 43 LF 24" PVC @ 0.5% SD C03 CB TYPE II - 48" RIM=21.50 IE=11.61 24"(IN)N IE=11.61 24"(OUT)W W/ SOLID LOCKING LID 21.37 11.71 11.71 21.58 11.53 11.53 (EX) 5 10 15 20 25 30 102+00 103+00 104+00 105+00 106+00 107+00 107+20 PROPOSED GRADE PROPOSED GRADE 288 LF 24" PVC @ 0.5% SD C04 CB TYPE II - 48" RIM=21.50 IE=10.26 24"(IN)E IE=10.26 24"(OUT)W W/ SOLID LOCKING LID 230 LF 24" PVC @ 0.5% SD C05 CB TYPE II - 48" RIM=18.99 IE=9.19 24"(IN)E IE=9.19 24"(OUT)W W/ SOLID LOCKING LID 36 LF 24" PVC @ 0.5% SD C06 CB TYPE II - 48" RIM=18.34 IE=9.01 24"(IN)E IE=9.01 24"(OUT)NW W/ SOLID LOCKING LID 78 LF 24" PVC @ 0.1% BASE FLOOD ELEVATION=20.0 BASE FLOOD ELEVATION=20.0 24" STORM IE=12.63 12" PROPOSED STORM X'ING IE=16.72 12" PROPOSED STORM X'ING IE=16.78 1. 4 ' SD C07 CB TYPE II - 48" RIM=12.20 IE=8.95 24"(IN)SE W/ SOLID LOCKING LID 18.26 8.78 8.72 19.21 9.01 9.01 21.34 10.16 10.05 18.26 8.89 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MAIN S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G STORM PROFILES 44R Storm Profile 6 con't Storm Profile 5 Storm Profile 6 5 10 15 20 25 30 5 10 15 20 25 30 100+00 101+00 101+60 PROPOSED GRADE SD M03 CB TYPE II - 48" RIM=21.00 IE=14.70 24"(OUT)W W/ SOLID LOCKING LID 129 LF 24" PVC @ 2.3% BASE FLOOD ELEVATION=20.0 20.73 14.45 IE=15.13 36" CPEP N IE=16.53 24" PVP E IE=14.48 6" CPEP E 2.1% 5 10 15 20 25 5 10 15 20 25 100+00 101+00 102+00 PROPOSED GRADE SD M02 CB TYPE II - 48" RIM=21.00 IE=14.70 24"(OUT)W W/ SOLID LOCKING LID 166 LF 24" PVC @ 1.8% BASE FLOOD ELEVATION=20.0 20.74 14.30 IE=14.99 24" CPEP E IE=15.69 24" CPEP S 1.6% 5 10 15 20 25 5 10 15 20 25 100+00 101+00 101+60 PROPOSED GRADE SD M01 CB TYPE II - 48" RIM=21.00 IE=14.70 24"(OUT)WPVC W/ SOLID LOCKING LID 129 LF 24" PVC @ 2.3% BASE FLOOD ELEVATION=20.0 CB TYPE II-48" RIM=20.04 IE=13.99 24"(IN)SE IE=13.94 24"(OUT)NW W/SOLID LOCKING LID 20.88 14.58 IE=15.78 24" CPEP N IE=14.98 24" CPEP E 5 10 15 20 25 30 5 10 15 20 25 30 100+00 100+60 16 LF 2" PVC @ 1.1% 4" WATER METER 12" WATER LINE IE=15.23 PROPOSED GRADE WITH ETHAFOAM PAD 0.8' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGISTE R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MAIN S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G STORM PROFILES 45R Storm Profile 9 Storm Profile 7 Storm Profile 8 Storm Profile 10 GRADING 1 Scale: 1"=5' V. 1"=20' H 5 10 15 20 25 30 100+00 101+00 102+00 103+00 BASE FLOOD ELEVATION=20.0 PROPOSED GRADE FLOODPLAIN MITIGATION STORAGE 5 10 15 20 25 30 104+00 105+00 106+00 107+00 PROPOSED GRADE BASE FLOOD ELEVATION=20.0 FLOODPLAIN MITIGATION STORAGE Grading Profile 1 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G R-423846Grading Profile 1 con't WT R P - 2 7 - 4 2 3 8 GRADING PROFILE 5 10 15 20 25 30 104+00 105+00 106+00 106+20 PROPOSED GRADE BASE FLOOD ELEVATION=20.0 FLOODPLAIN MITIGATION STORAGE BASE FLOOD ELEVATION=20.0 GRADING 2 Scale: 1"=5' V. 1"=20' H 5 10 15 20 25 30 100+00 101+00 102+00 103+00 PROPOSED GRADE FLOODPLAIN MITIGATION STORAGE Grading Profile 2 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MAIN S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G R-423847Grading Profile 2 con't WT R P - 2 7 - 4 2 3 8 GRADING PROFILE OA K E S D A L E A V E S W 01 02 03 04 05 06 07 08 09 10 11 12 (NOT INCLUDED)(NOT INCLUDED) (NOT INCLUDED)(NOT INCLUDED)(NOT INCLUDED) (NOT INCLUDED) (NOT INCLUDED) 100 FT POND "A" WETLAND BUFFER WETLAND A POND B 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 LOT LINE ADJUSTMENT FOR SOUNDERS HEADQUARTERS NEW SANITARY SEWER LINE MAINTENANCE FACILITY SANITARY SEWER CONNECTION MAINTENANCE FACILITY DOMESTIC WATER CONNECTION CONNECT TO EX 72" SEWER MAIN NEW ELEVATED PATIO WATER LINE RELOCATION OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X Δ SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SS x SSx S S x S S x S S x S S x SS x SD x SD x SD x S D x S D x SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SD x SDx SD x SD x SD x SDx SD x SD x SD x SD x SDx SDx SD x SD x SDx SD x SD x SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x SD x SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx SDx SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X Δ SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SS x SSx S S x S S x S S x S S x SS x SD x SD x SD x S D x S D x SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SD x SDx SD x SD x SD x SDx SD x SD x SD x SD x SDx SDx SD x SD x SDx SD x SD x SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x SD x SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx SDx SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X Δ SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SS x SSx S S x S S x S S x S S x SS x SD x SD x SD x S D x S D x SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SD x SDx SD x SD x SD x SDx SD x SD x SD x SD x SDx SDx SD x SD x SDx SD x SD x SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x SD x SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx SDx SD x IRRIGATION POINT OF CONNECTION PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT (NOT INCLUDED) 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 101.02'174.74' Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING 0 40 80 160 1"=80' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGISTE R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G OVERALL UTILITY PLAN S-423801 W-423801 WT R P - 2 7 - 4 2 3 8 WW P - 2 7 - 4 2 3 8 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING 100 FT POND "A" WETLAND BUFFER SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx S D x S D x S D x S D x S D x S D x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx SD x SDx SDx SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx S D x S D x S D x S D x S D x S D x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx SD x SDx SDx SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x (1) 12"x8" TEE (FL) (2) 12" GATE VALVE (FLxMJ) (1) 8" GATE VALVE (FLXMJ) W/THRUST BLOCKING PER COR STD PLAN 300.4 FIRE HYDRANT PER COR STD PLAN 310.148 LF 8" DI CL52 (1) 2" AIR VAC ASSEMBLY PER COR STD PLAN 340.3 310 LF 12" DI CL52 34 LF 12" DI CL52 5 LF 12" DI CL52 15' WATER EASEMENT, TYP CONNECT TO EX WATER MAIN PER COR STD PLAN 300.4 (1) 12" 22.5° BEND (MJ) ROLL HORIZONTAL BEND DOWN 11.25° W/ THRUST BLOCKING PER COR STD PLAN 330.1 CUT-IN TO BE PERFORMED BY CITY FORCES (1) 12" 11.25° VERTICAL BEND (MJ) W/THRUST BLOCK PER COR STD. PLAN 330.2 306 38 0 10 20 40 1"=20' CO N T I N U E D - S E E S H E E T C 4 . 0 1 CONTINUED - SEE SHEET C4.05 CO N T I N U E D - S E E S H E E T C 4 . 0 3 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G UTILITY PLAN S-423802 W-423802 WT R P - 2 7 - 4 2 3 8 WW P - 2 7 - 4 2 3 8 1 WATER MAIN DEMOLITION EXTENTS JAS 6/12/23 WCA WATER MAIN REVISION FOR STORM CONFLICTS2 JAS 7/20/23 WCA GATE VALVE AND AIR VAC SHIFT3 JAS 7/31/23 WCA Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING POND B 100 FT POND "A" WETLAND BUFFER X X X X X X SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx X X X X X X SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx 0 10 20 40 1"=20' CONTINUED - SEE SHEET C4.07 CO N T I N U E D - S E E S H E E T C 4 . 0 5 CONTINUED - SEE SHEET C4.01 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEE N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G UTILITY PLAN S-423803 W-423803 WT R P - 2 7 - 4 2 3 8 WW P - 2 7 - 4 2 3 8 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx 310 LF 12" DI CL52 (1) 12"x6" TEE (FL) (2) 12" GATE VALVE (FLxMJ) (1) 6" GATE VALVE (FLXMJ) FIRE HYDRANT ASSEMBLY PER COR STD PLAN 310.1 N:171538.4 E:1293750.3559 9 LF 6" DI CL52 15' WATER EASEMENT, TYP (1) 12" 90 BEND (MJ) (2) 12" SLEVES (MJ) W/THRUST BLOCK PER COR STD. PLAN 330.1 CUT-IN 12" VALVE (BY CITY FORCES) APPROX 75 FT EAST OF CONNECTION POINT. (1) 12" GATE VALVE (MJ) (2) 12" SLEEVES (MJ) 20+00 20+50 20+93 306 73 LF 12" DI CL52 0 10 20 40 1"=20' CONTINUED - SEE SHEET C4.08 CO N T I N U E D - S E E S H E E T C 4 . 0 6 CO N T I N U E D - S E E S H E E T C 4 . 0 4 CONTINUED - SEE SHEET C4.02 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G UTILITY PLAN S-423804 W-423804 WT R P - 2 7 - 4 2 3 8 WW P - 2 7 - 4 2 3 8 1 WATER MAIN DEMOLITION EXTENTS JAS 6/12/23 WCA Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING POND B SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx 0 10 20 40 1"=20' CONTINUED - SEE SHEET C4.10 CO N T I N U E D - S E E S H E E T C 4 . 0 8 CONTINUED - SEE SHEET C4.04 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G UTILITY PLAN S-423805 W-423805 WT R P - 2 7 - 4 2 3 8 WW P - 2 7 - 4 2 3 8 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING 23 LF 6" DI CL52 80 LF 4" DI CL52 8' 175 LF 12" DI CL52 SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDxSDxSDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDxSDxSDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx S D x (1) 12"x6" TEE (FL) (1) 12" GATE VALVE (FLxMJ) (1) 12" FLxMJ ADAPTER (1) 6" GATE VALVE (FLxMJ) FIRE HYDRANT PER COR STD. PLAN 310.1 STA 10+16 SS#05 SSMH - 48" RIM=20.56 IE=14.77 8"(IN)NW IE=14.67 8"(OUT)E PER COR STD. PLAN 400.1 AND 401.2 (PRIVATE) 231 LF 8" PVC @ 0.8% (1) 12"x6" TEE (FL) (1) 12" GATE VALVE (FLxMJ) (1) 12" FLxMJ ADAPTER (1) 6" GATE VALVE (FLxMJ) FIRE HYDRANT PER COR STD. PLAN 310.1 STA 11+17 101 LF 12" DI CL523" WATER METER, PER COR STD DTL 320.4 11 LF 12" DI CL52 5 LF 12" DI CL52 29 LF 4" DI CL52 (2) 3/4" WATER METER, PER COR STD DTL 320.1 7 LF 4" DI CL52 10 LF 4" DI CL52 9 LF 6" DI CL52 (1) 12" POLY PIG STATION AT END OF WATER MAIN PER COR STD. PLAN 300.7 STA 10+00 (1) 4" 90° BEND (MJ) FFE=21.75 (1) 12"x4" TEE (FL) (1) 4" GATE VALVE (FLxMJ) THRUST BLOCK PER COR STD. PLAN 330.1 STA 10+11 15' WATER EASEMENT, TYP 10+00 11+00 12+00 10+50 11+50 PROVIDE (2) 3/4" RPBA, PER COR STD DTL 360.1 (PRIVATE) ( P R I V A T E ) SS#05A SSCO RIM=21.50 IE=18.14 8"(IN)W IE=18.14 8"(OUT)SE CLEANOUT (PRIVATE) 25 LF 8" PVC @ 1.0%(PRIVATE) 31 LF 4" DI CL52 (1) 4" 45° BEND (MJ) 8 LF 4" DI CL52 (1) 4" 45° BEND (MJ) SUMP PUMP TO BE LIBERTY 287 1/2 HP SUMP PUMP (OR APPROVED EQUAL) INSTALLED IN VAULT 20.62 14.57 14.57 21.64 12 13 102 174 149 LF 1" POLY 5 LF 6" PVC @ 1.0% 5 LF 8" PVC @ 3.5% (PRIVATE) (PRIVATE) (PRIVATE) SS#05C SSCO RIM=21.50 IE=18.58 8"(IN)W IE=18.58 8"(OUT)E CLEANOUT (PRIVATE) (PRIVATE) (PRIVATE) SS# 05E SSCO RIM=21.50 IE=17.55 6"(IN)S IE=17.55 6"(OUT)N CLEANOUT (PRIVATE) 18 LF 1" POLY 31 LF 6" PVC @ 1.1% 12 LF 8" PVC @ 1.5% 5 LF 6" PVC @ 14.6% 42 L F 6 " P V C @ 1 . 0 % SS# 05D SSCO RIM=20.46 IE=16.82 6"(IN)SW CLEANOUT (PRIVATE) SS# 05F SSCO RIM=21.50 CLEANOUT (PRIVATE) 0 10 20 40 1"=20' CONTINUED - SEE SHEET C4.11 CO N T I N U E D - S E E S H E E T C 4 . 0 7 CONTINUED - SEE SHEET C4.05 CO N T I N U E D - S E E S H E E T C 4 . 0 9 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGISTE R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G UTILITY PLAN S-423806 W-423806 WT R P - 2 7 - 4 2 3 8 WW P - 2 7 - 4 2 3 8 INFRASTRUCTURE ENCLOSUREASI-004 JAS 8/25/23 WCA PRIVATE WATER AND SEWER PIPE REVISIONS6 JAS 11/8/23 WCA SUMP PUMP IN WATER METER VAULT7 JAS 12/14/23 WCA MAINTENANCE PAD REVISIONS8 JAS 5/13/24 WCA Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING SEWER CONNECTION IN OAKESDALE AVE SE. NO INTERNAL DROP REQUIRED PER KING COUNTY FIELD CREW. DIRECT DISCHARGE FROM NEW SEWER CONNECTION WAS ACCEPTED. 231 LF 8" PVC @ 0.8% OA K E S D A L E A V E S W CONNECT TO EX WATER LINE N:170940.0927 E:1293974.615 (1) 12" TEE (FL) (3) 12" GATE VALVE (FLxMJ) (2) 12" SLEEVES (MJ)) CUT-IN PER COR STD. PLAN 300.3 (BY CITY FORCES) W/ THRUST BLOCKING PER COR STD. PLAN 300.1 CONNECT TO 72" SEWER MAIN AT EXISTING MANHOLE IN OAKESDALE AVE SW PER KING COUNTY STANDARDS. CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO INSTALLATION. MATCH EX CROWNS WITH NEW PIPE CONNECTION SS#03 SSMH - 48" RIM=20.37 IE=10.85 8"(IN)W IE=10.75 8"(OUT)N PER COR STD. PLAN 400.1 AND 401.2 (PRIVATE) 40 LF 8" PVC @ 1.0% SS#02 SSMH - 48" RIM=20.38 IE=9.87 8"(IN)S IE=9.77 8"(OUT)E PER COR STD. PLAN 400.1 AND 401.2 (PRIVATE) 89 LF 8" PVC @ 1.0% 49 LF 8" PVC @ 1.0% SS#01 SSMH - 48" RIM=21.10 IE=9.39 8"(IN)W IE=9.29 8"(OUT)E PER COR STD. PLAN 400.1 AND 401.1 8' OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS#04 SSMH - 48" RIM=20.36 IE=12.77 8"(IN)W IE=12.67 8"(OUT)E PER COR STD. PLAN 400.1 AND 401.2 (PRIVATE)182 LF 8" PVC @ 1.0% 175 LF 12" DI CL52 15' WATER EASEMENT, TYP 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 12+92 12+50 (PRIVATE)(PRIVATE) (PRIVATE) (PRIVATE) MANHOLE SURVEYED AND CONFIRMED ELEVATIONS RIM=21.15 (EX) IE=0.42 72"(IN)S (EX) IE=0.63 72"(OUT)N (EX) IE=8.78 8"(IN)W 15' SEWER EASEMENT, TYP CONNECT VIA LOW PROFILE DROP PER KING COUNTY DETAIL 3305-436 SEE DETAIL 4 C4.22 MANHOLE LID SHALL BE SET TO KEEP LID OUT OF WHELL TRAVEL PATH. ROTATE LID TO MIDDLE OF TRAVEL LANE. ARBORIST TO BE ON SITE DURING TRENCHING TO OBSERVE TREE ROOT PROTECTION 19.75 12.75 12.75 20.26 10.66 10.66 20.26 9.59 9.59 21.06 9.26 9.26 174 0 10 20 40 1"=20' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G UTILITY PLAN CO N T I N U E D - S E E S H E E T C 4 . 0 8 CONTINUED - SEE SHEET C4.06 S-423807 W-423807 WT R P - 2 7 - 4 2 3 8 WW P - 2 7 - 4 2 3 8 KING COUNTY SEWER CONFIRMATION4 JAS 8/29/23 WCA PUBLIC SEWER MANHOLE ADJUSTMENT5 JAS 9/27/23 WCA Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING POND B 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 LOT LINE ADJUSTMENT FOR SOUNDERS HEADQUARTERS SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx S D x S D x Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 HOSE BIBB 0 10 20 40 1"=20' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G UTILITY PLAN CO N T I N U E D - S E E S H E E T C 4 . 1 2 CONTINUED - SEE SHEET C4.08 CO N T I N U E D - S E E S H E E T C 4 . 1 0 S-423809 W-423809 WT R P - 2 7 - 4 2 3 8 WW P - 2 7 - 4 2 3 8 INFRASTRUCTURE ENCLOSUREASI-004 JAS 8/25/23 WCA 74" Water Meter64" Water Meter 3Utilitiy Plan General Water Notes2Utilitiy Plan General Water Notes1Utilitiy Plan General Water Notes 8Concrete Blocking 4Fire Hydrant Assembly 52" Water Meter 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON UTILITY DETAILS S-423810 W-423810 WT R P - 2 7 - 4 2 3 8 WW P - 2 7 - 4 2 3 8 TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WER E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 7Manhole Cover & Frame6Sewer Manhole 34" RPBA11" Air Vac Assembly 8Public Sewer Manhole Frame & Cover 4Utilitiy Plan General Sewer Notes 5Utilitiy Plan General Sewer Notes 22" RPBA 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON UTILITY DETAILS S-423811 W-423811 WT R P - 2 7 - 4 2 3 8 WW P - 2 7 - 4 2 3 8 THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MAIN S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WER E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 7Pollypig6Water Main Connection Tee 3Side Sewer Stub Installation1Private Sewer Manhole Frame & Cover 8Not Used 4King County Inside Sewer Drop 5Water Main Connection Cut-In 2Sewer Pipe Bedding 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON UTILITY DETAILS S-423812 W-423812 WT R P - 2 7 - 4 2 3 8 WW P - 2 7 - 4 2 3 8 KING COUNTY SEWER CONFIRMATION4 JAS 8/29/23 WCA TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G Sewer 1 Scale: 1"=5' V. 1"=20' H 5 10 15 20 25 30 20+00 21+00 22+00 23+00 24+00 PROPOSED GRADE 12" EX STORM IE=14.14 12" EX STORM IE=15.50 12" EX STORM IE=16.04 12" EX STORM IE=15.91 12" EX STORM IE=16.09 12" EX STORM X'ING IE=16.011.7' 12" EX WATER (DEPTH NOT SURVEYED) IE=15.00 3. 6 ' SS#04 SSMH - 48" RIM=20.36 IE=12.77 8"(IN)W IE=12.67 8"(OUT)E PER COR STD. PLAN 400.1 AND 401.2 (PRIVATE) 231 LF 8" PVC @ 0.8% 182 LF 8" PVC @ 1.0% 2' 2. 8 ' BASE FLOOD ELEVATION=20.0 1' 1. 9 ' 6" WATER IE=16.60 1. 8 ' (PRIVATE) (PRIVATE) SS#05A SSCO RIM=21.50 IE=18.14 8"(IN)W IE=18.14 8"(OUT)SE CLEANOUT (PRIVATE) PROPOSED RESTROOM 25 LF 8" PVC @ 1.0% 5 LF 8" PVC @ 3.5% 8" SSCO RIM=21.50 IE=18.39 8"(OUT)E CLEANOUT (PRIVATE) 4" PROPOSED WATER IE=17.17 1.6' 12 LF 8" PVC @ 1.5% 8" SSCO RIM=21.50 IE=18.58 8"(OUT)E CLEANOUT (PRIVATE) SS#05 SSMH - 48" RIM=20.56 IE=14.77 8"(IN)NW IE=14.67 8"(OUT)E PER COR STD. PLAN 400.1 AND 401.2 (PRIVATE) 56 LF 8" PVC @ 3 . 9 % 32 LF 8" PVC @ 3 . 8 % 6" SEWER WYE IE=16.07 19.75 12.75 12.75 20.62 14.57 14.57 21.64 5 10 15 20 25 30 25+00 26+00 27+00 27+40 12" EX STORM IE=15.73 24" EX STORM IE=15.14 90' R/W SS#03 SSMH - 48" RIM=20.37 IE=10.85 8"(IN)W IE=10.75 8"(OUT)N PER COR STD. PLAN 400.1 AND 401.2 (PRIVATE) 89 LF 8" PVC @ 1.0% 4' SS#02 SSMH - 48" RIM=20.38 IE=9.87 8"(IN)S IE=9.77 8"(OUT)E PER COR STD. PLAN 400.1 AND 401.2 (PRIVATE) SS#01 SSMH - 48" RIM=21.10 IE=9.39 8"(IN)W IE=9.29 8"(OUT)E PER COR STD. PLAN 400.1 AND 401.1 40 LF 8" PVC @ 1.0%49 LF 8" PVC @ 1.0% BASE FLOOD ELEVATION=20.0 (PRIVATE) 4. 9 ' 21.06 9.26 9.26 20.26 9.59 9.59 20.26 10.66 10.66 PROPOSED STORAGE FACILITY Sewer 2 Scale: 1"=5' V. 1"=20' H 10 15 20 25 30 10 15 20 25 30 20+00 21+00 21+40 SS#05 SSMH - 48" RIM=20.56 IE=14.77 8"(IN)NW IE=14.67 8"(OUT)E PER COR STD. PLAN 400.1 AND 401.2 (PRIVATE) PROPOSED GRADE BASE FLOOD ELEVATION=20.0 0.7' W/ETHAFOAM 12" PROPOSED STORM IE=11.11 4" PROPOSED WATER IE=18.80 W/ETHAFOAM 0.7' 5 LF 6" PVC @ 1.0% 5 LF 6" PVC @ 14.6% 6" SSCO RIM=21.50 IE=17.55 6"(OUT)N CLEANOUT (PRIVATE) 31 LF 6" PVC @ 1.1% 6" SSCO RIM=20.46 CLEANOUT (PRIVATE) 1" PROPOSED WATER IE=18.80 W/ETHAFOAM SS WYE CONNECTION IE=16.07 6"(IN)W IE=16.00 6"(OUT)E 32 LF 8" PVC @ 3 . 8 % 20.62 14.57 14.57 Sewer Profile 1 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G SEWER PROFILES S-423813 WW P - 2 7 - 4 2 3 8 Sewer Profile 1 con't KING COUNTY SEWER CONFIRMATION4 JAS 8/29/23 WCA INFRASTRUCTURE ENCLOSUREASI-004 JAS 8/25/23 WCA PUBLIC SEWER MANHOLE ADJUSTMENT5 JAS 9/27/23 WCA Sewer Profile 2 MAINTENANCE PAD REVISIONS8 JAS 5/13/24 WCA Water Profile Scale: 1"=5' V. 1"=20' H 10 15 20 25 30 10 15 20 25 30 30+00 31+00 32+00 33+00 33+20 (1) 12"x6" TEE (FL) (1) 12" GATE VALVE (FLxMJ) (1) 12" FLxMJ ADAPTER (1) 6" GATE VALVE (FLxMJ) FIRE HYDRANT PER COR STD. PLAN 310.1 CONNECT TO EX WATER LINE N:170940.0927 E:1293974.615 (1) 12" TEE (FL) (3) 12" GATE VALVE (FLxMJ) (2) 12" SLEEVES (MJ)) CUT-IN PER COR STD. PLAN 300.3 (BY CITY FORCES) W/ THRUST BLOCKING PER COR STD. PLAN 300.1 4' 175 LF 12" DI CL52101 LF 12" DI CL52 11 LF 12" DI CL52 (1) 12"x4" TEE (FL) (1) 4" GATE VALVE (FLxMJ) THRUST BLOCK PER COR STD. PLAN 330.1 (1) 12"x6" TEE (FL) (1) 12" GATE VALVE (FLxMJ) (1) 12" FLxMJ ADAPTER (1) 6" GATE VALVE (FLxMJ) FIRE HYDRANT PER COR STD. PLAN 310.1 BASE FLOOD ELEVATION=20.0 5 LF 12" DI CL52 WATER 3 Scale: 1"=5' V. 1"=20' H 10 15 20 25 30 10 15 20 25 30 30+00 30+60 PROPOSED FIRE HYDRANT 22 LF 6" DI CL52 (1)12"x6" TEE (FL) (1)12" GATE VALVE (FLxMJ) (1)12" FLxMJ ADAPTER (1)6" GATE VALVE (FLxMJ) FIRE HYDRANT PER COR STD. PLAN 310.1 WATER 4 Scale: 1"=5' V. 1"=20' H 10 15 20 25 30 10 15 20 25 30 30+00 30+60 (1)12"x6" TEE (FL) (2)12" GATE VALVE (FLxMJ) (1)12" FLxMJ ADAPTER (1)6" GATE VALVE (FLxMJ) FIRE HYDRANT PER COR STD. PLAN 310.1 PROPOSED FIRE HYDRANT 9 LF 6" DI CL52BASE FLOOD ELEVATION=20.0 BASE FLOOD ELEVATION=20.0 3'3' WATER 5 Scale: 1"=5' V. 1"=20' H 10 15 20 25 30 10 15 20 25 30 30+00 30+60 BASE FLOOD ELEVATION=20.0 PROPOSED FIRE HYDRANT (1) 12"x6" TEE (FL) (2) 12" GATE VALVE (FLxMJ) (1) 6" GATE VALVE (FLXMJ) FIRE HYDRANT ASSEMBLY PER COR STD PLAN 310.1 9 LF 6" DI CL52 3' Water 6 Scale: 1"=5' V. 1"=20' H 10 15 20 25 30 10 15 20 25 30 30+00 30+80 PROPOSED FIRE HYDRANT PROPOSED GRADE BASE FLOOD ELEVATION=20.0 (1) 12"x8" TEE (FL) (2) 12" GATE VALVE (FLxMJ) (1) 8" GATE VALVE (FLXMJ) W/THRUST BLOCKING PER COR STD PLAN 300.4 CUT-IN TO BE PERFORMED BY CITY FORCES 51 LF 8" DI CL52 3' 2" PROPOSED STORM X'ING IE=17.07 0.8' W/ETHAFOAM PAD WATER 7 Scale: 1"=5' V. 1"=20' H 10 15 20 25 30 10 15 20 25 30 10+00 10+80 BASE FLOOD ELEVATION=20.0 (1) 12"x6" TEE (FL) (2) 12" GATE VALVE (FLxMJ) (1) 6" GATE VALVE (FLXMJ) FIRE HYDRANT ASSEMBLY PER COR STD PLAN 310.1 75 LF 12" DI CL52 3' CUT-IN 12" VALVE (BY CITY FORCES) APPROX 75 FT EAST OF CONNECTION POINT. N:171071.408 E:1296780.816 (1) 12" GATE VALVE (MJ) (2) 12" SLEEVES (MJ) 102 12 174 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G WATER PROFILE W-423813 Water Profile 3 WT R P - 2 7 - 4 2 3 8 Water Profile 7 Water Profile 4 Water Profile 5 Water Profile 6 Water Profile 1 SUMP PUMP IN WATER METER VAULT7 JAS 12/14/23 WCA Water 2 Scale: 1"=5' V. 1"=20' H 10 15 20 25 30 10 15 20 25 30 30+00 31+00 32+00 33+00 33+60 PROPOSED GRADE BASE FLOOD ELEVATION=20.0 (1) 12"x8" TEE (FL) (1) 12" GATE VALVE (FLxMJ) (1) 8" GATE VALVE (FLxMJ) CONNECT TO EX WATER MAIN PER COR STD PLAN 300.4 (1) 12" 90° BEND (MJ) (2) 12" SLEVES (MJ) ROLL HORIZONTAL BEND DOWN 11.25° W/ THRUST BLOCKING PER COR STD PLAN 330.1 CUT-IN TO BE PERFORMED BY CITY FORCES 310 LF 12" DI CL52 34 LF 12" DI CL52 CONNECT TO EX WATER MAIN PER COR STD PLAN 300.4 (1) 12" 22.5° BEND (MJ) ROLL HORIZONTAL BEND DOWN 11.25° W/ THRUST BLOCKING PER COR STD PLAN 330.1 CUT-IN TO BE PERFORMED BY CITY FORCES (1) 12" 11.25° VERTICAL BEND (MJ) W/THRUST BLOCKING PER COR STD PLAN 330.2 W/ETHAFOAM PAD 5 LF 12" DI CL52 W/ETHAFOAM PAD 0.5'1.2' 12" PROPOSED STORM IE=14.99 12" PROPOSED STORM IE=15.86 2.0' 38 306 38 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MAIN S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G WATER PROFILE W-423813 WT R P - 2 7 - 4 2 3 8 Water Profile 2 WATER MAIN REVISION FOR STORM CONFLICTS2 JAS 7/20/23 WCA Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit SYNTHETIC TURF NATURAL GRASS OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X Δ SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SS x SSx S S x S S x S S x S S x SS x SD x SD x SD x S D x S D x SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SD x SDx SD x SD x SD x SDx SD x SD x SD x SD x SDx SDx SD x SD x SDx SD x SD x SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x SD x SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx SDx SD x0102 03 04 05 06 07 08 09 10 11 12 OA K E S D A L E A V E S W (NOT INCLUDED) (NOT INCLUDED) 100 FT POND "A" WETLAND BUFFER WETLAND A POND B LOT LINE ADJUSTMENT FOR SOUNDERS HEADQUARTERS WASH AREA STORAGE FACILITY NEW ELEVATED PATIO OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X Δ SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SS x SSx S S x S S x S S x S S x SS x SD x SD x SD x S D x S D x SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SD x SDx SD x SD x SD x SDx SD x SD x SD x SD x SDx SDx SD x SD x SDx SD x SD x SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x SD x SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx SDx SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X Δ SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SS x SSx S S x S S x S S x S S x SS x SD x SD x SD x S D x S D x SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SD x SDx SD x SD x SD x SDx SD x SD x SD x SD x SDx SDx SD x SD x SDx SD x SD x SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x SD x SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx SDx SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X Δ SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SS x SSx S S x S S x S S x S S x SS x SD x SD x SD x S D x S D x SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SD x SD x SDx SD x SD x SD x SDx SD x SD x SD x SD x SDx SDx SD x SD x SDx SD x SD x SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x SD x SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx SDx SD x (NOT INCLUDED) 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 0 40 80 160 1"=80' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 48R OVERALL PAVING PLAN Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit Δ SD x SDx SDx SD x ASPHALT PATH PER DTL 10 C5.20 100 FT POND "A" WETLAND BUFFER Δ SD x SDx SDx SD x Δ SD x SDx SDx SD x CONCRETE SIDEWALK PER DTL 6 C5.20 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 0 10 20 40 1"=20' PAVING PLAN 49R CONTINUED - SEE SHEET C5.04 CO N T I N U E D - S E E S H E E T C 5 . 0 2 Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx S D x S D x S D x S D x S D x S D x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x ASPHALT PATH PER DTL CONCRETE SIDEWALK PER DTL 10 C5.20 100 FT POND "A" WETLAND BUFFER SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx S D x S D x S D x S D x S D x S D x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx S D x S D x S D x S D x S D x S D x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x 6 C5.20 CONCRETE SIDEWALK PER DTL 6 C5.20 11' 20 . 2 ' 8' 29.5' 28 . 2 ' LANDSCAPE AREA, PER LANDSCAPE 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 0 10 20 40 1"=20' PAVING PLAN 50R CONTINUED - SEE SHEET C5.05 CO N T I N U E D - S E E S H E E T C 5 . 0 3 CO N T I N U E D - S E E S H E E T C 5 . 0 1 1901 OAKESDALE AVE SW NORTH WEST PATIOASI-010 JAS 12/22/23 WCA Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit X X X X X X SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx 100 FT POND "A" WETLAND BUFFER 12' 4' WIDENING OF EXISTING ASPHALT PATH TO 12'0". 3" HMA ON 6" CSBC 4' WIDENING OF EXISTING ASPHALT PATH TO 12'0". 3" HMA ON 6" CSBC 12' 4:1 TAPER AT END OF PATH TO MATCH REMAINING EDGE OF PATH NORTH OF WIDENINGXXX X X X SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx X X X X X X SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx CONCRETE SIDEWALK PER DTL 6 C5.20 CONCRETE SIDEWALK PER DTL 6 C5.20 10 C5.20 10 C5.20 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 0 10 20 40 1"=20' PAVING PLAN 51R CONTINUED - SEE SHEET C5.07 CO N T I N U E D - S E E S H E E T C 5 . 0 5 CONTINUED - SEE SHEET C5.01 GOALKEEPER AREA REVISIONASI-003 JAS 8/22/23 WCA Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx NEW VERTICAL CURB CONCRETE SIDEWALK PER DTL CONCRETE CURB PER DTL CONCRETE CURB PER DTL 2 C5.20 2 C5.20 ARTIFICIAL TURF WALKWAY, PER LANDSCAPE SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx 6 C5.20 2 C5.20 18 . 9 ' 18 . 9 ' 3.9' 16' R8' R3' R3' R5'R5' 15' 27 . 2 ' 14.1' R4'SPEED TABLE PER DTL 9 C5.21 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGISTE R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON THIS C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 0 10 20 40 1"=20' PAVING PLAN 52R CONTINUED - SEE SHEET C5.08 CO N T I N U E D - S E E S H E E T C 5 . 0 6 CO N T I N U E D - S E E S H E E T C 5 . 0 4 CONTINUED - SEE SHEET C5.02 1901 OAKESDALE AVE SW Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx 12' 20'R 20'R 1 2 ' 4' WIDENING OF EXISTING ASPHALT PATH TO 12'0". 3" HMA ON 6" CSBC 12' SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx CONCRETE SIDEWALK PER DTL 6 C5.20 10 C5.20 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 0 10 20 40 1"=20' PAVING PLAN 53R CONTINUED - SEE SHEET C5.10 CO N T I N U E D - S E E S H E E T C 5 . 0 8 CONTINUED - SEE SHEET C5.04 Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDxSDxSDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx S D x REPLACE VERTICAL CURB IN KIND PER COR STD. PLAN - 101 8' 4' NEW VERTICAL CURB CONCRETE SIDEWALK PER DTL PATCH ASPHALT PER COR STD. PLAN-110 PATCH ASPHALT PER COR STD. PLAN-110 PATCH ASPHALT PER COR STD. PLAN-110 SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDxSDxSDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDxSDxSDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SDx SDx S D x 8 C5.20 4 C5.21 6 C5.20 NEW VERTICAL CURB ASPHALT PAVE PER DTL 10 C5.20 CONCRETE SIDEWALK PER DTL 6 C5.20 2 C5.20 SPEED TABLE PER DTL 9 C5.21 0 10 20 40 1"=20' PAVING PLAN 54R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEE N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G CONTINUED - SEE SHEET C5.11 CO N T I N U E D - S E E S H E E T C 5 . 0 7 CONTINUED - SEE SHEET C5.05 CO N T I N U E D - S E E S H E E T C 5 . 0 9 INFRASTRUCTURE ENCLOSUREASI-004 JAS 8/25/23 WCA Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x OA K E S D A L E A V E S W PATCH ASPHALT PER COR STD. PLAN-110 REPLACE CONCRETE CURB AND GUTTER PER COR STD. PLAN - 101 AND 103 PATCH ASPHALT PER COR STD. PLAN - 110 OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x 8 C5.20 8 C5.20 5 C5.20 7 C5.20 REPLACE VERTICAL CURB IN KIND PER COR STD. PLAN - 101 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E OF WASHI N G T ON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEE N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G 0 10 20 40 1"=20' PAVING PLAN 55R CO N T I N U E D - S E E S H E E T C 5 . 0 8 CONTINUED - SEE SHEET C5.06 Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit 100 YEAR FLOODPLAIN ELEVATION ASPHALT PAVE PER DTL 10 C5.20 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FILE P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MA I N S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G 0 10 20 40 1"=20' PAVING PLAN 2R CO N T I N U E D - S E E S H E E T C 5 . 1 0 CONTINUED - SEE SHEET C5.08 CO N T I N U E D - S E E S H E E T C 5 . 1 2 INFRASTRUCTURE ENCLOSUREASI-004 JAS 8/25/23 WCA 9Not Used 6Cement Concrete Sidewalk5Cement Concrete Curbs 7Curb and Gutter Replacement Detail JOINT SPACING DEPTH (SD) SEALANT RESERVOIR TABLE WIDTH (W) PAVEMENT DEPTH JOINT SPACING JOINT SPACING TABLE DETAIL A NOTE: CONCRETE PAVING SEE DETAIL SAWCUT CONCRETE, USE BACKER ROD AND FILL W/ SEALANT, SEE RESERVOIR TABLE. W BUTYL OR POLYPROPYLENE ROPE OR BACKER ROD PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS ON GRADE TO BREAK SLAB INTO RECTANGULAR AREAS, SEE JOINT SPACING TABLE BELOW. AREAS TO BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT.SEE ARCHITECTURAL PLANS FOR STAMP PATTERN, COLOR AND FINISH. 5" 6" 7" 8" 10" 12" 14" 9-11' 11-13' 13-15' 15-17' 18-21' 20-25' 25-28' 9-14' 11-14' 15-17' 15-18' 20-25' 25-28' 1/8" 1/8" 1/4" 1/4" 1/2" 1/2" 1/4" MIN 1/4" MIN 3/8" MIN 3/8" MIN 1/2" MIN 3/4" MIN 1/4D SD 1/4D 10Asphalt Paving Section 8Transverse Patch: Flexible/Rigid Pavement w/Overlay 12Concrete Paving Control Joint FINISHED GRADE SUBGRADE 12" (MIN) STRUCTURAL FILL AS REQUIRED OR EXISTING SUBGRADE COMPACTED TO 95% MAX DENSITY PER ASTM D 1557 6" CRUSHED SURFACE BASE COURSE COMPACT TO 95% MAX DENSITY 4" HMA CLASS 1/2" W/ PG 64-22 ASPHALT BINDER EX UNDISTURBED PAVEMENT SUB-BASE MUST BE COMPACTED TO 95% MAX DENSITY PER ASTM D 1557 EXISTING ASPHALT 12" MIN SAWCUT, TACK AND MATCH EX ASPHALT FULL DEPTH 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGISTE R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON PAVING DETAILS 56R INFRASTRUCTURE ENCLOSUREASI-004 JAS 8/25/23 WCA TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELEV A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MAIN S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G BROOM FINISHED CONCRETE SLAB CRUSHED SURFACING BASE-COURSE COMPACT TO 95% MAX DENSITY SCARIFY AND RE-COMPACT TOP 12" OF EXISTING SOIL TO 95% MAX DENSITY (SOILS ENGINEER TO APPROVE EX SUB-GRADE PRIOR TO PLACEMENT OF CONC)NOTES: 1.PROVIDE CONSTRUCTION OR CONTRACTION JOINTS PER DETAIL 2.SEE DETAIL FOR GENERAL CONCRETE PAVING NOTES. 6" 8" 9Player Parking Speed Table 6Not Used 7Not Used 10Not Used 8Not Used 12Not Used 2Not Used 3Not Used 4Unreinforced Concrete Slab-On-Grade AGGREGATE BASE COURSE 2' NOTES: 1. SIGNS & MARKING TYPICAL BOTH DIRECTIONS. 2. A TEMPLATE MUST BE USED IN SHAPING SPEED HUMPS. 3. SPEED HUMPS MUST BE MADE IN TWO LIFTS. 14'25'8' WHITE THERMOPLASTIC LEGEND 5' - 4 " 12" WHITE THERMOPLASTIC (TYP) 14 ' - 0 " DRIVING LANE PER PLAN 1' 1'1'2'2'1'1' ℄ ATYP CURB TYP CURB SE E D E T A I L B E L O W 415NTS SECTION HMA CLASS 1/2" PG 64-22 TACK COAT EXISTING PAVEMENT COMPACTED DEPTHS - 3" HIGH SPEED HUMP 14'-0" B 415NTS SECTION 0 6'-0" 0. 4 8 0. 9 2 1. 3 1 1. 6 7 1. 9 8 2. 2 5 2. 4 8 2. 6 7 2. 8 1 2. 9 2 2. 9 8 3. 0 0 2'-0" ℄2' FLAT SPOT AT TOP OF HUMP 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G TON R EGIST E R E D P R O F E SSIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. TE D - 4 0 - 4 2 3 8 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R LU A 2 2 - 0 0 0 3 5 7 C2 2 0 0 5 7 4 7 SE A T T L E S O U N D E R S F C H E A D Q U A R T E R S & T R A I N I N G C E N T E R -4238 PR 2 2 - 0 0 0 3 0 1 CITY OF RENTON PAVING DETAILS 51R TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FIL E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BEEN E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MAIN S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WERE O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CON S T R U C T I O N R E C O R D D R A W I N G RFI 112 RFI 112 RFI 112 RFI 112 RFI 112 RFI 112