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HomeMy WebLinkAbout2023-05-01 SOUNDERS FC HQ GRADE AND FILL RESUBMITTAL v3.1Seattle Sounders FC Headquarters & Training Center Grade and Fill - May 2023CIVIL SHEET INDEXOWNERCIVIL ENGINEERSITE MAPARCHITECTPROJECT AREAC0.00CIVIL COVER SHEETC0.01GENERAL NOTESC1.00 OVERALL DEMOLITION PLANC1.01DEMOLITION PLANC1.02DEMOLITION PLANC1.03DEMOLITION PLANC1.04DEMOLITION PLANC1.05DEMOLITION PLANC1.06DEMOLITION PLANC1.07DEMOLITION PLANC1.08DEMOLITION PLANC1.09DEMOLITION PLANC1.10DEMOLITION PLANC1.11DEMOLITION PLANC1.12DEMOLITION PLANC2.00OVERALL TESC PLANC2.01TESC PLANC2.02TESC PLANC2.03TESC PLANC2.04TESC PLANC2.05TESC PLANC2.06TESC PLANC2.07TESC PLANC2.08TESC PLANC2.09TESC PLANC2.10TESC PLANC2.11TESC PLANC2.12TESC PLANC2.20TESC DETAILSC3.00OVERALL DRAINAGE PLANC3.01DRAINAGE PLANC3.02DRAINAGE PLANC3.03DRAINAGE PLANC3.04DRAINAGE PLANC3.05DRAINAGE PLANC3.06DRAINAGE PLANC3.07DRAINAGE PLANC3.08DRAINAGE PLANC3.09DRAINAGE PLANC3.10DRAINAGE PLANC3.11DRAINAGE PLANC3.12DRAINAGE PLANC3.20DRAINAGE DETAILSC3.21DRAINAGE DETAILSC3.22DRAINAGE DETAILSC3.23DRAINAGE DETAILSC3.24DRAINAGE DETAILSC3.25DRAINAGE DETAILSC3.26DRAINAGE DETAILSC3.27DRAINAGE DETAILSC3.30STORM PROFILESC3.31STORM PROFILESC3.32STORM PROFILESC3.33STORM PROFILESC3.34GRADING PROFILESC3.35GRADING PROFILESC4.00OVERALL UTILITY PLANC4.01UTILITY PLANC4.02UTILITY PLANC4.03UTILITY PLANC4.04UTILITY PLANC4.05UTILITY PLANC4.06UTILITY PLANC4.07UTILITY PLANC4.08UTILITY PLANC4.09UTILITY PLANC4.10UTILITY PLANC4.11UTILITY PLANC4.12UTILITY PLANC4.20UTILITY DETAILSC4.21UTILITY DETAILSC4.22UTILITY DETAILSC4.30SEWER PROFILESC4.31WATER PROFILESC5.00OVERALL PAVING PLANC5.01PAVING PLANC5.02PAVING PLANC5.03PAVING PLANC5.04PAVING PLANC5.05PAVING PLANC5.06PAVING PLANC5.07PAVING PLANC5.08PAVING PLANC5.09PAVING PLANC5.10PAVING PLANC5.11PAVING PLANC5.12PAVING PLANC5.20PAVING DETAILSGENERATOR STUDIO LLC1615 BALTIMORE AVE.KANSAS CITY, MO 64108816.333.6627GENERATORSTUDIO.COMCOUGHLIN PORTER LUNDEEN801 SECOND AVENUE, SUITE 900SEATTLE, WA 98104(206) 343-0460 CONTACT: WILL ANDRES P.E.SEATTLE SOUNDERS FC159 S. JACKSON STREET, #200SEATTLE, WA 98104SOUNDERSFC.COMLANDSCAPE ARCHITECTD.A. HOGAN & ASSOCIATES, INC.119 1ST AVENUE SOUTH, SUITE 110SEATTLE, WA 98104206.285.0400DAHOGAN.COMUTILITY PROVIDERSSANITARY,STORM,WATERCITY OF RENTONDEVELOPMENT SERVICES1055 SOUTH GRADY WAYRENTON, WA 98055(425) 430-7200PUGET SOUND ENERGY815 MERCER STREETSEATTLE, WA 98109(206) 224-2120POWERTELEPHONE----VICINITY MAPNAD 83/91HORIZONTAL BENCHMARKS:OWNER:UNICO PROPERTIES LLCDESCRIPTION:FIVE SPORTS FIELDS WITH AMENITIESLOCATION:PARCEL ID: 0886700120NORTHING:47°27'39.7"NEASTING:122°14'11.1"WHORIZONTAL DATUMVERTICAL DATUMNAVD 88 - CITY OF RENTON DATUMVERTICAL BENCHMARKS:SOURCE:LONGACRES - ALTA/NSPS SURVEY - NOVEMBER 2021ID:CITY BENCHMARK PONT 1881DESCRIPTION:3.5" BRASS DISKLOCATION:TOP EAST END OF CONCRETE RAILING ONNORTH SIDE OF SW 16TH STREET BRIDGE,JUST WEST OF INTERSECTION SW 16TH STAND OAKESDALE AVE SWELEVATION:24.16'SOURCE:LONGARCRES - ALTA/NSPS SURVEY - NOVEMBER 2021ID:SITE BENCHMARKDESCRIPTION:4"x4" MONUMENT IN CASE WITH 3" BRASSDISKM 0.4' BELWO RIM.LOCATION:ON THE MONUMENT LINE 3' NORTH OF THECENTERLINE OF SW 27TH ST AT THEINTERSECTION WITH NACHES AVENUEELEVATION:25.06'COMMERCIALZONING:TAX ACCOUNT NOS.:088670-0120EXISTING IMPERVIOUS:109,252 SQ.FT. (2.51 ACRES)WQ SYSTEM(S):PROPOSED AREA CALCULATIONS 173,229 SQ.FT. (3.98 ACRES)PROPOSED PERVIOUSPROPOSED IMPERVIOUSTBDALLOWABLE (%)TOTAL IMPERVIOUSTOTAL DISTURBED AREAPGISNPGISDISTURBED AREA =PROJECT INFORMATIONWQ DESIGN STORM:6-MONTH, 24-HOURMODULAR WETLAND SYSTEM572,680 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 AREATOTAL AREA572,680 SQ.FT. (13.15 ACRES)LEGAL DESCRIPTIONTO SUBBASE ELEVATIONSDOES NOT ACCOUNT FOR BELOW GRADESTORMWATER DETENTION VAULTSTOTAL CUT: 4,185 CYTOTAL FILL: 25,815 CYTOTAL FLOODPLAIN FILL: 21,622.22 CYCOMPENSATORY STORAGE VOLUME: 21,630.37 CY1.15 CFSEARTHWORK QUANTITIESSEE ALTA/NSPS SURVEY, SHEET 1 FORLEGAL DESCRIPTION OF SITESURVEYORWH PACIFIC, AN NV5 COMPANY19201 120TH AVE NE, STE 201BOTHELL, WA 98011425-951-4800EX SITE PEAK FLOW(50 YEAR):0.14 CFSPROPOSED SITE PEAKFLOW (50 YEAR):OFF-SITE PGISGRAND TOTAL IMPERVIOUSN/AN/A(AREA USED TO CALCULATE CITYWIDE CFC)388,938 SQ.FT. (8.93 ACRES)SITENPDES PERMIT NUMBER:NPDES801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONCIVIL COVER SHEET01Ras a condition of approval: An NPDES permit shall be obtained with a copy sent to the City ofRenton development engineering project manager prior to sitedischarge. Prior to obtaining an NPDES permit no discharge fromthe site is allowed. Applicant may need to provide additionalerosion control measures, as compared to the approved TESCplan, to accommodate condition. DEVELOPMENT ENGINEERINGNJanders 05/10/2023JDing 05/10/2023CURRENT PLANNINGSURFACE WATER UTILITYjfarah 05/10/2023REGIONAL FIRE AUTHORITYcthomas 05/11/2023APPROVEDWATER UTILITY ABDOUL GAFOUR 05/12/2023 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETINGMUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTSCONSTRUCITON REPRESENTATIVE.2.VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES.CONTACT ALL UTILITY COMPANIES THAT MAY BE AFFECTED BY THE PROPOSEDCONSTRUCTION. 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 ANDT.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 SEQUENCE1.EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPONTHE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY THEPROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALSASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEERGUARANTEE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NORESPONSIBILITY FOR IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHERUNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURINGTHE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BEVERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.2.IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THEENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSEINDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OR ANUNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORIGINALLY ENCOUNTERED ANDGENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THECONTRACT. THE CONTRACTOR AND OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FORRECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THEENGINEER HAS APPROVED THE WORK IN WRITING.3.CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELDLOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWNUNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATEDAND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTERTHEN THE CONTRACTOR SHALL GIVE NOTICE TO THAT UTILITY.4.THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR, AND CITY ORSTATE RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR ISRESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALLUTILITIES 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 ANDVEGETATION TO REMAIN. COMPLY WITH ALL STATE AND LOCAL AGENCY REQUIREMENTS.7.DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK WITH LOCALUTILITY PURVEYORS.8.MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUM INTERFERENCEWITH ROADS, STREETS, SIDEWALKS, AND ADJACENT FACILITIES; DO NOT CLOSE OR OBSTRUCTSTREETS, SIDEWALKS, OR PASSAGEWAYS WITHOUT PERMISSION FROM AUTHORITIES HAVINGJURISDICTION; MAINTAIN FIRE ACCESS ALONG ACCESS ROAD AT ALL TIMES; MEET ALLAPPLICABLE 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, ASACCEPTABLE 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 NOTSPRINKLE TO EXTENT CAUSING FLOODING, CONTAMINATED RUNOFF OR ICING.14.REMOVE EXISTING ABOVE-GRADE AND BELOW-GRADE IMPROVEMENTS AS INDICATED AND ASNECESSARY TO FACILITATE NEW CONSTRUCTION. CARE SHALL BE TAKEN THAT DAMAGE DOESNOT OCCUR TO EXISTING PAVEMENT WHICH IS TO REMAIN IN PLACE AND THAT ALL PAVEMENTREMOVALS ARE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAW CUT AT THE BOUNDARIESOF THE AREA TO BE REMOVED.15.REMOVE TREES, GROWTH AND UNDERBRUSH AS REQUIRED FOR NEW CONSTRUCTION AND ASINDICATED. REMOVAL OPERATIONS SHALL BE PERFORMED IN A MANNER TO PROTECTPROPERTY.16.MAKE CUTS AT CLOSEST PAVING JOINT.17.THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL LINEAND LOCATION STAKES, INCLUDING OFFSETS AND GENERAL CONSTRUCTION STAKING. WHENWORK REQUIRES BEING ON SITE A QUALIFIED LAYOUT ENGINEER, SURVEYOR, OR TECHNICALSPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREW WHILE CONTROL IS BEINGPERFORMED, ALL NECESSARY RELATED EQUIPMENT, SUPPLIES AND INSTRUMENTS SHALL BEPRESENT ON SITE FOR THIS WORK. THIS EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, ATNO ADDITIONAL COST TO OWNER FOR THE PURPOSE OF VERIFYING LAYOUT AND CERTIFYINGTHE ACCURACY OF WORK ON THE SITE.18.PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THE AREA OFDEMOLITION.19.TRAFFIC: DO NOT OBSTRUCT WALKS OR PUBLIC WAYS WITHOUT THE WRITTEN PERMISSION OFGOVERNING AUTHORITIES AND OF THE OWNER. WHERE ROUTES ARE PERMITTED TO BECLOSED, PROVIDE ALTERNATE ROUTES IF REQUIRED.20.THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND THEREPLACEMENT OF ANY THAT ARE DISPLACED OR MISSING.21.THE REFUSE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF BY THECONTRACTOR IN A MANNER CONSISTENT WITH ALL GOVERNMENT REGULATIONS. IN NO CASESHALL REFUSE MATERIAL BE LEFT ON THE THE PROJECT SITE. DEBRIS SHALL NOT BEDEPOSITED IN ANY STREAM OR BODY OF WATER, WETLAND, OR IN ANY PROJECT SITE, SHOVEDONTO ABUTTING PRIVATE PROPERTIES, OR BE BURIED IN EMBANKMENTS OR TRENCHES ONSTREET OR ALLEY, OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTEN CONSENT OF THEPRIVATE PROPERTY OWNER. MAINTAIN HAULING ROUTES CLEAN AND FREE OF ANY DEBRISRESULTING FROM DEMOLITION WORK ON THIS PROJECT.DEMOLITION NOTES1.ALL UTILITIES AND STRUCTURES PLACED BELOW BASE FLOOD ELEVATION (BFE) SHALL MEETREQUIREMENTS IN TITLE 44 CFR 60.3 SPECIFICALLY 60.3(A) 5 AND 6 STORAGE 60.33.(C)3.GENERAL NOTES801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONGENERAL NOTES02RDEVELOPMENT ENGINEERINGNJanders 05/10/2023 OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxXΔSSxSSxSSxSSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDx SDx SDx SDxSDx SDx SDxSDx SDx SDx SDxSDx SDxSDxSDx SDxSDxSDx SDx SDxSDx SDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SDx S D x SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDx S D x SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx S D x S D x SD x WxWxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxS D x SDx010203040506070809101112OAKESDALE AVE SW (NOT INCLUDED)(NOT INCLUDED)100 FT POND"A" WETLANDBUFFERWETLAND APOND BLOT LINE ADJUSTMENTFOR SOUNDERSHEADQUARTERSOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxXΔSSxSSxSSxSSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDx SDx SDx SDxSDx SDx SDxSDx SDx SDx SDxSDx SDxSDxSDx SDxSDxSDx SDx SDxSDx SDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SDx S D x SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDx S D x SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx S D x S D x SD x WxWxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxS D x SDxOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxXΔSSxSSxSSxSSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDx SDx SDx SDxSDx SDx SDxSDx SDx SDx SDxSDx SDxSDxSDx SDxSDxSDx SDx SDxSDx SDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SDx S D x SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDx S D x SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx S D x S D x SD x WxWxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxS D x SDx(NOT INCLUDED)100 YEAR FLOODPLAINELEVATIONBFE=20.0100 YEAR FLOODPLAINELEVATIONBFE=20.0100 YEAR FLOODPLAINELEVATIONBFE=20.0LegendREMOVE TREE(S)SAWCUT LINEREMOVE CURBINGREMOVE ASPHALT PAVEREMOVE CONCRETE PAVEDEMOLISH BUILDINGPROPERTY LINEFENCINGDo not use BlockEdit, Use LEGEND to editSTORM DRAINAGE PIPEWATER MAIN REMOVALFH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUITGAS MAIN/SERVICESANITARY SEWERSANITARY MH/COGAS METER/VALVEROCKERY REMOVALTELEPHONE SERVICETREE PROTECTION FENCINGSTREAM BUFFEREXISTING CLASS IV STREAMPER COR STD DTL 507040801601"=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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONOVERALL DEMO PLAN03RDEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendREMOVE TREE(S)SAWCUT LINEREMOVE CURBINGREMOVE ASPHALT PAVEREMOVE CONCRETE PAVEDEMOLISH BUILDINGPROPERTY LINEFENCINGDo not use BlockEdit, Use LEGEND to editSTORM DRAINAGE PIPEWATER MAIN REMOVALFH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUITGAS MAIN/SERVICESANITARY SEWERSANITARY MH/COGAS METER/VALVEROCKERY REMOVALTELEPHONE SERVICETREE PROTECTION FENCINGSTREAM BUFFEREXISTING CLASS IV STREAMPER COR STD DTL 507TEMPORARYCONSTRUCTION FENCINGΔZONEAESDxSDxSDxSDx100 FT POND "A"WETLANDBUFFERSAWCUT EXASPHALTPAVINGSAWCUT EXASPHALTPAVINGWETLAND AΔZONEAESDxSDxSDxSDx01020401"=20'CONTINUED - SEE SHEET C1.04CONTINUED - SEE SHEET C1.02801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONDEMO PLAN04RDEVELOPMENT ENGINEERINGNJanders 05/10/2023 SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSDxSDxSDxSDxSDxSDxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWx WxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx S D x S D x WxWxWxWxWxWxWxWxWxSDx SDx SDx SDx SDxSDxSDxSDxSDxREMOVE EXSTORM BASINSAWCUT EXASPHALTPAVINGCAP ANDABANDON EXSTORM LINECAP ANDABANDON EXSTORM LINESAWCUT EXASPHALTPAVINGREMOVE EXCONC BENCHEX FIRE HYDRANT TO BEREMOVED AND SALVAGED TOCITY SHOPS. INSTALL 6" MJPLUG IN EXISTING VALVE.100 FT POND "A"WETLANDBUFFERSAWCUT EXASPHALTREROUTE EX WATERMAIN. SEE SHEET C1.05FOR NEW ROUTE.SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSDxSDxSDxSDxSDxSDxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWx WxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx S D x S D x WxWxWxWxWxWxWxWxWxSDx SDx SDx SDx SDxSDxSDxSDxSDx12" DINOTE: PRIOR TO REMOVAL OFTHE FIRE HYDRANT, ADEQUATEFIRE PROTECTION MUST BE INPLACE. VERIFY WITH RENTONREGIONAL FIRE AUTHORITYAND CITY OF RENTONCONSTRUCTION INSPECTORREMOVE EXISTING 2" AIR-VACASSEMBLY AND PIPING FROMITS CONNECTION AT MAIN LINELegendREMOVE TREE(S)SAWCUT LINEREMOVE CURBINGREMOVE ASPHALT PAVEREMOVE CONCRETE PAVEDEMOLISH BUILDINGPROPERTY LINEFENCINGDo not use BlockEdit, Use LEGEND to editSTORM DRAINAGE PIPEWATER MAIN REMOVALFH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUITGAS MAIN/SERVICESANITARY SEWERSANITARY MH/COGAS METER/VALVEROCKERY REMOVALTELEPHONE SERVICETREE PROTECTION FENCINGSTREAM BUFFEREXISTING CLASS IV STREAMPER COR STD DTL 507TEMPORARYCONSTRUCTION FENCINGCONTINUED - SEE SHEET C1.05CONTINUED - SEE SHEET C1.03 CONTINUED - SEE SHEET C1.01 01020401"=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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONDEMO PLAN05R1901 OAKESDALE AVE SWcut and cap shall beperformed by city ofrenton maintenanceshops. all otherdemo to be done bycontractor.DEVELOPMENT ENGINEERINGNJanders 05/10/2023 XXXXXXSDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxREMOVE CONCRETE HELIPAD, LANDING LIGHTS,AND ALL CONNECTEDAPPURTENANCESREMOVALBOLLARDS,TYP.REMOVE IRRIGATIONWATER VALVES W/ ALLCONNECTEDAPPURTENANCESREMOVE ELECTRICALPANEL WITH ALLCONNECTEDAPPURTENANCESREMOVE IRRIGATIONWATER VALVES W/ ALLCONNECTEDAPPURTENANCESPOND B100 FT POND "A"WETLANDBUFFERXXXXXXSDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxLegendREMOVE TREE(S)SAWCUT LINEREMOVE CURBINGREMOVE ASPHALT PAVEREMOVE CONCRETE PAVEDEMOLISH BUILDINGPROPERTY LINEFENCINGDo not use BlockEdit, Use LEGEND to editSTORM DRAINAGE PIPEWATER MAIN REMOVALFH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUITGAS MAIN/SERVICESANITARY SEWERSANITARY MH/COGAS METER/VALVEROCKERY REMOVALTELEPHONE SERVICETREE PROTECTION FENCINGSTREAM BUFFEREXISTING CLASS IV STREAMPER COR STD DTL 507TEMPORARYCONSTRUCTION FENCING01020401"=20'CONTINUED - SEE SHEET C1.07CONTINUED - SEE SHEET C1.05 CONTINUED - SEE SHEET C1.01801 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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONDEMO PLAN06RDEVELOPMENT ENGINEERINGNJanders 05/10/2023 SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxREMOVE CONCRETE HELIPAD, LANDING LIGHTS,AND ALL CONNECTEDAPPURTENANCESREMOVE EXLIGHT POLEREMOVE EXLIGHT POLEREMOVE EXLIGHT POLEREMOVE EXLIGHT POLEREMOVE EXLIGHT POLEREMOVE EXLIGHT POLEREMOVEEX SIGNREMOVE EXLIGHT POLEREMOVE EXELECTRICALCABINETREMOVE IRRIGATIONWATER VALVE W/ ALLCONNECTEDAPPURTENANCESREMOVE IRRIGATIONWATER VALVE W/ ALLCONNECTEDAPPURTENANCESREMOVE EXLIGHT POLEREMOVE EXLIGHT POLEREMOVE EXLIGHT POLEREMOVEEX SIGNSSAWCUT 6"OFFSET FROMCURB FACESAWCUT EXASPHALTREMOVE IRRIGATIONWATER VALVES W/ ALLCONNECTEDAPPURTENANCESSAWCUT EXASPHALT PAVINGCUT, CAP, AND ABANDON STORM.REMOVE EXISTING WATER MAIN. THISSECTION OF WATER MAIN MUST BERELOCATED TO PROVIDE THE LOOPEDWATER SYSTEM AROUND THE EXISTINGBUILDING NEEDED FOR FIREPROTECTION PRIOR TO ITS REMOVAL.CUT AND CAP AND EX WATER MAIN WITHTEMP BLOCK. CUT AND CAP SHALL BEPERFORMED BY CITY FORCES. ASEPARATE WATER PERMIT IS REQUIRED.SEPARATE WATER PERMIT WILL BEPREPARED BY STAFF AND ISSUEDCONCURRENTLY WITH CIVIL ISSUANCE.CUT AND CAP AND EXWATER MAIN WITH TEMPBLOCK.CUT AND CAP SHALLBE PERFORMED BY CITYFORCES. A SEPARATEWATER PERMIT ISREQUIRED. SEPARATEWATER PERMIT WILL BEPREPARED BY STAFF ANDISSUED CONCURRENTLYWITH CIVIL ISSUANCE.SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxREMOVE EX CANOPY ANDASSOCIATED FOOTING ANDCOLUMN (APPROXIMATELOCATION). SEESTRUCTURAL PLANSREMOVE EXISTING (4) 12"GATE VALVES AND 12"WATER TO CONNECTIONTO NEW 12" WATERPRIOR TO REMOVAL, ADEQUATEFIRE PROTECTION MUST BE INPLACE. VERIFY WITH RENTONREGIONAL FIRE AUTHORITY ANDCITY OF RENTONCONSTRUCTION INSPECTOR.EX FIRE HYDRANT TO BEREMOVED AND SALVAGED TOCITY SHOPS. INSTALL 6" MJPLUG IN EXISTING VALVE.LegendREMOVE TREE(S)SAWCUT LINEREMOVE CURBINGREMOVE ASPHALT PAVEREMOVE CONCRETE PAVEDEMOLISH BUILDINGPROPERTY LINEFENCINGDo not use BlockEdit, Use LEGEND to editSTORM DRAINAGE PIPEWATER MAIN REMOVALFH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUITGAS MAIN/SERVICESANITARY SEWERSANITARY MH/COGAS METER/VALVEROCKERY REMOVALTELEPHONE SERVICETREE PROTECTION FENCINGSTREAM BUFFEREXISTING CLASS IV STREAMPER COR STD DTL 507TEMPORARYCONSTRUCTION FENCINGCONTINUED - SEE SHEET C1.08CONTINUED - SEE SHEET C1.06 CONTINUED - SEE SHEET C1.04 CONTINUED - SEE SHEET C1.0201020401"=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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONDEMO PLAN07R1901 OAKESDALE AVE SWDEVELOPMENT ENGINEERINGNJanders 05/10/2023 SDxSDxSDx SDx SDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxREMOVE EX STORMMANHOLE ANDCONNECTED STORMLINESREMOVE EX STORM MANHOLEAND CONNECTED STORM LINESPOND BREMOVE GRAVELSURFACE MATERIALSWITHIN PROJECT LIMITSSDxSDxSDx SDx SDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxLegendREMOVE TREE(S)SAWCUT LINEREMOVE CURBINGREMOVE ASPHALT PAVEREMOVE CONCRETE PAVEDEMOLISH BUILDINGPROPERTY LINEFENCINGDo not use BlockEdit, Use LEGEND to editSTORM DRAINAGE PIPEWATER MAIN REMOVALFH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUITGAS MAIN/SERVICESANITARY SEWERSANITARY MH/COGAS METER/VALVEROCKERY REMOVALTELEPHONE SERVICETREE PROTECTION FENCINGSTREAM BUFFEREXISTING CLASS IV STREAMPER COR STD DTL 507TEMPORARYCONSTRUCTION FENCINGCONTINUED - SEE SHEET C1.10CONTINUED - SEE SHEET C1.08 CONTINUED - SEE SHEET C1.0401020401"=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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONDEMO PLAN08RDEVELOPMENT ENGINEERINGNJanders 05/10/2023 SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD x S D x SDxSDxREMOVE EXLIGHT POLEREMOVE EXLIGHT POLEREMOVEEX GATEREMOVE EX CURBAND GUTTERREMOVE EXLIGHT POLEREMOVE EXLIGHT POLEREMOVE EXLIGHT POLEREMOVE EXLIGHT POLEREMOVE EXLIGHT POLEREMOVE IRRIGATIONVALVES AND CONNECTEDAPPURTENANCESSAWCUT EXASPHALT PAVINGSAWCUT ANDREMOVE EX ASPHALTPAVING AND CURBSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD x S D x SDxSDxLegendREMOVE TREE(S)SAWCUT LINEREMOVE CURBINGREMOVE ASPHALT PAVEREMOVE CONCRETE PAVEDEMOLISH BUILDINGPROPERTY LINEFENCINGDo not use BlockEdit, Use LEGEND to editSTORM DRAINAGE PIPEWATER MAIN REMOVALFH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUITGAS MAIN/SERVICESANITARY SEWERSANITARY MH/COGAS METER/VALVEROCKERY REMOVALTELEPHONE SERVICETREE PROTECTION FENCINGSTREAM BUFFEREXISTING CLASS IV STREAMPER COR STD DTL 507TEMPORARYCONSTRUCTION FENCINGCONTINUED - SEE SHEET C1.11CONTINUED - SEE SHEET C1.07 CONTINUED - SEE SHEET C1.05CONTINUED - SEE SHEET C1.09 01020401"=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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONDEMO PLAN09RDEVELOPMENT ENGINEERINGNJanders 05/10/2023 OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx 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 SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx OAKESDALE AVE SW66'90'SAWCUT EX ASPHALTPAVINGSAWCUT EXASPHALT PAVINGAND CURBSAWCUT AND REMOVEEX CONC SIDEWALKSAWCUT EX ASPHALTPAVING AND CURBPROTECT EXISTINGCURB AND GUTTERPROTECT PARKINGLOT CANOPY IN PLACEOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx 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 SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx LegendREMOVE TREE(S)SAWCUT LINEREMOVE CURBINGREMOVE ASPHALT PAVEREMOVE CONCRETE PAVEDEMOLISH BUILDINGPROPERTY LINEFENCINGDo not use BlockEdit, Use LEGEND to editSTORM DRAINAGE PIPEWATER MAIN REMOVALFH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUITGAS MAIN/SERVICESANITARY SEWERSANITARY MH/COGAS METER/VALVEROCKERY REMOVALTELEPHONE SERVICETREE PROTECTION FENCINGSTREAM BUFFEREXISTING CLASS IV STREAMPER COR STD DTL 507TEMPORARYCONSTRUCTION FENCINGCONTINUED - SEE SHEET C1.08 CONTINUED - SEE SHEET C1.0601020401"=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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONDEMO PLAN10RDEVELOPMENT ENGINEERINGNJanders 05/10/2023 SDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSAWCUT EXASPHALT PAVINGFLOW CONTROLSTRUCTURE TOREMAIN. PROTECTIN PLACEPROTECT EXISTING STORMDRAINAGE MANHOLE WITHBIRD CAGE COVER.PROTECT EXISTINGSTORM DRAINAGECONVEYANCE PIPESAND MANHOLEPOND B100 YEARFLOODPLAINELEVATIONLOT LINE ADJUSTMENTFOR SOUNDERSHEADQUARTERSREMOVE GRAVELSURFACE MATERIALSWITHIN PROJECT LIMITSSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxLegendREMOVE TREE(S)SAWCUT LINEREMOVE CURBINGREMOVE ASPHALT PAVEREMOVE CONCRETE PAVEDEMOLISH BUILDINGPROPERTY LINEFENCINGDo not use BlockEdit, Use LEGEND to editSTORM DRAINAGE PIPEWATER MAIN REMOVALFH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUITGAS MAIN/SERVICESANITARY SEWERSANITARY MH/COGAS METER/VALVEROCKERY REMOVALTELEPHONE SERVICETREE PROTECTION FENCINGSTREAM BUFFEREXISTING CLASS IV STREAMPER COR STD DTL 507TEMPORARYCONSTRUCTION FENCINGCONTINUED - SEE SHEET C1.11 CONTINUED - SEE SHEET C1.0701020401"=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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONDEMO PLAN11RDEVELOPMENT ENGINEERINGNJanders 05/10/2023 ZONE XSAWCUT EXASPHALT PAVING100 YEARFLOODPLAINELEVATIONREMOVE GRAVELSURFACE MATERIALSWITHIN PROJECT LIMITSREMOVE IRRIGATIONVALVES AND ASSOCIATEDAPPURTENANCESREMOVE IRRIGATIONVALVES AND ASSOCIATEDAPPURTENANCESZONE XLegendREMOVE TREE(S)SAWCUT LINEREMOVE CURBINGREMOVE ASPHALT PAVEREMOVE CONCRETE PAVEDEMOLISH BUILDINGPROPERTY LINEFENCINGDo not use BlockEdit, Use LEGEND to editSTORM DRAINAGE PIPEWATER MAIN REMOVALFH/FDC/PIV/VALVE YD/CO/CB/CB 2/MH ELECTRICAL CONDUITGAS MAIN/SERVICESANITARY SEWERSANITARY MH/COGAS METER/VALVEROCKERY REMOVALTELEPHONE SERVICETREE PROTECTION FENCINGSTREAM BUFFEREXISTING CLASS IV STREAMPER COR STD DTL 507TEMPORARYCONSTRUCTION FENCINGCONTINUED - SEE SHEET C1.10 CONTINUED - SEE SHEET C1.08CONTINUED - SEE SHEET C1.12 01020401"=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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONDEMO PLAN12RDEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINELIMITS OF CONSTRUCTIONINTERCEPTOR SWALEFILTER FABRIC FENCINGWEIGHTED PLASTIC Do not use BlockEdit, Use LEGEND to editTEMPORARY STORM PIPETEMPORARY SWALETREE PROTECTIONINLET PROTECTIONSTRAW WATTLESWETLANDPOTENTIAL STOCKPILELAYDOWN AREACONSTRUCTIONENTRANCE TEMPORARYTEMPORARYCONSTRUCTION GATECONSTRUCTIONFENCING TEMPORARY7C2.206C2.208C2.205C2.2012C2.201C2.20OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxXΔSSxSSxSSxSSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDx SDx SDx SDxSDx SDx SDxSDx SDx SDx SDxSDx SDxSDxSDx SDxSDxSDx SDx SDxSDx SDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SDx S D x SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDx S D x SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx S D x S D x SD x WxWxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxS D x SDx010203040506070809101112OAKESDALE AVE SW (NOT INCLUDED)(NOT INCLUDED)100 FT POND"A" WETLANDBUFFERWETLAND APOND BLOT LINEADJUSTMENTFOR SOUNDERSHEADQUARTERSOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxXΔSSxSSxSSxSSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDx SDx SDx SDxSDx SDx SDxSDx SDx SDx SDxSDx SDxSDxSDx SDxSDxSDx SDx SDxSDx SDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SDx S D x SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDx S D x SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx S D x S D x SD x WxWxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxS D x SDxOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxXΔSSxSSxSSxSSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDx SDx SDx SDxSDx SDx SDxSDx SDx SDx SDxSDx SDxSDxSDx SDxSDxSDx SDx SDxSDx SDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SDx S D x SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDx S D x SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx S D x S D x SD x WxWxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxS D x SDxOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxXΔSSxSSxSSxSSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDx SDx SDx SDxSDx SDx SDxSDx SDx SDx SDxSDx SDxSDxSDx SDxSDxSDx SDx SDxSDx SDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SDx S D x SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDx S D x SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx S D x S D x SD x WxWxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxS D x SDx(NOT INCLUDED)100 YEAR FLOODPLAINELEVATIONBFE=20.0100 YEAR FLOODPLAINELEVATIONBFE=20.0100 YEAR FLOODPLAINELEVATIONBFE=20.0040801601"=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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON13ROVERALL TESC PLANDEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINELIMITS OF CONSTRUCTIONINTERCEPTOR SWALEFILTER FABRIC FENCINGDo not use BlockEdit, Use LEGEND to editTEMPORARY STORM PIPETEMPORARY SWALETREE PROTECTIONINLET PROTECTIONSTRAW WATTLESWETLANDPOTENTIAL STOCKPILELAYDOWN AREACONSTRUCTIONENTRANCE TEMPOARYTEMPORARYCONSTRUCTION GATECONSTRUCTIONFENCING TEMPORARYWEIGHTED PLASTICSHEETING7C2.2012C2.208C2.206C2.205C2.201C2.20TREEPROTECTION(TYP)TREEPROTECTION(TYP)TREEPROTECTION(TYP)100 FT POND "A"WETLANDBUFFERWETLAND AΔZONEAESDxSDxSDxSDxΔZONEAESDxSDxSDxSDx801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON01020401"=20'TESC PLAN14RCONTINUED - SEE SHEET C2.04CONTINUED - SEE SHEET C2.02 DEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINELIMITS OF CONSTRUCTIONINTERCEPTOR SWALEFILTER FABRIC FENCINGDo not use BlockEdit, Use LEGEND to editTEMPORARY STORM PIPETEMPORARY SWALETREE PROTECTIONINLET PROTECTIONSTRAW WATTLESWETLANDPOTENTIAL STOCKPILELAYDOWN AREACONSTRUCTIONENTRANCE TEMPOARYTEMPORARYCONSTRUCTION GATECONSTRUCTIONFENCING TEMPORARYWEIGHTED PLASTICSHEETING7C2.2012C2.208C2.206C2.205C2.201C2.20INLETPROTECTION(TYP)TREEPROTECTION(TYP)TREEPROTECTION(TYP)SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSDxSDxSDxSDxSDxSDxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWx WxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx S D x S D x WxWxWxWxWxWxWxWxWxSDx SDx SDx SDx SDxSDxSDxSDxSDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSDxSDxSDxSDxSDxSDxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWx WxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx S D x S D x WxWxWxWxWxWxWxWxWxSDx SDx SDx SDx SDxSDxSDxSDxSDx100 FT POND "A"WETLANDBUFFER801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON01020401"=20'TESC PLAN15RCONTINUED - SEE SHEET C2.05CONTINUED - SEE SHEET C2.03 CONTINUED - SEE SHEET C2.01 1901 OAKESDALE AVE SWDEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINELIMITS OF CONSTRUCTIONINTERCEPTOR SWALEFILTER FABRIC FENCINGDo not use BlockEdit, Use LEGEND to editTEMPORARY STORM PIPETEMPORARY SWALETREE PROTECTIONINLET PROTECTIONSTRAW WATTLESWETLANDPOTENTIAL STOCKPILELAYDOWN AREACONSTRUCTIONENTRANCE TEMPOARYTEMPORARYCONSTRUCTION GATECONSTRUCTIONFENCING TEMPORARYWEIGHTED PLASTICSHEETING7C2.2012C2.208C2.206C2.205C2.201C2.20TREEPROTECTION(TYP)100 FT POND"A" WETLANDBUFFERPOND BXXXXXXSDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxXXXXXXSDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDx801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON01020401"=20'TESC PLAN16RCONTINUED - SEE SHEET C2.07CONTINUED - SEE SHEET C2.05 CONTINUED - SEE SHEET C2.01DEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINELIMITS OF CONSTRUCTIONINTERCEPTOR SWALEFILTER FABRIC FENCINGDo not use BlockEdit, Use LEGEND to editTEMPORARY STORM PIPETEMPORARY SWALETREE PROTECTIONINLET PROTECTIONSTRAW WATTLESWETLANDPOTENTIAL STOCKPILELAYDOWN AREACONSTRUCTIONENTRANCE TEMPOARYTEMPORARYCONSTRUCTION GATECONSTRUCTIONFENCING TEMPORARYWEIGHTED PLASTICSHEETING7C2.2012C2.208C2.206C2.205C2.201C2.20INLETPROTECTION(TYP)WHEEL WASHCONSTRUCTIONENTRANCESEE DETAILPOTENTIALSTOCKPILE/LAYDOWN AREACONSTRUCTIONENTRANCE AND GATESEE DETAIL1C2.201C2.20SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON01020401"=20'TESC PLAN17RCONTINUED - SEE SHEET C2.08CONTINUED - SEE SHEET C2.06 CONTINUED - SEE SHEET C2.04 CONTINUED - SEE SHEET C2.021901 OAKESDALE AVE SWDEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINELIMITS OF CONSTRUCTIONINTERCEPTOR SWALEFILTER FABRIC FENCINGDo not use BlockEdit, Use LEGEND to editTEMPORARY STORM PIPETEMPORARY SWALETREE PROTECTIONINLET PROTECTIONSTRAW WATTLESWETLANDPOTENTIAL STOCKPILELAYDOWN AREACONSTRUCTIONENTRANCE TEMPOARYTEMPORARYCONSTRUCTION GATECONSTRUCTIONFENCING TEMPORARYWEIGHTED PLASTICSHEETING7C2.2012C2.208C2.206C2.205C2.201C2.20PROTECTEXISTING PONDINSTALL WEIGHTED PLASTICSHEETING UP TO WATER LINE.ADJUST LIMITS AS NEEDEDFOR WALL CONSTRUCTIONFILTER AND FABRIC FENCE TO BEINSTALLED AROUND THE EXISTINGWATER FEATURESTREEPROTECTION(TYP)POND BSDxSDxSDx SDx SDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDx801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON01020401"=20'TESC PLAN18RCONTINUED - SEE SHEET C2.10CONTINUED - SEE SHEET C2.08 CONTINUED - SEE SHEET C2.04DEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINELIMITS OF CONSTRUCTIONINTERCEPTOR SWALEFILTER FABRIC FENCINGDo not use BlockEdit, Use LEGEND to editTEMPORARY STORM PIPETEMPORARY SWALETREE PROTECTIONINLET PROTECTIONSTRAW WATTLESWETLANDPOTENTIAL STOCKPILELAYDOWN AREACONSTRUCTIONENTRANCE TEMPOARYTEMPORARYCONSTRUCTION GATECONSTRUCTIONFENCING TEMPORARYWEIGHTED PLASTICSHEETING7C2.2012C2.208C2.206C2.205C2.201C2.20INLETPROTECTION(TYP)POTENTIALSTOCKPILE/LAYDOWN AREAWHEEL WASHCONSTRUCTIONENTRANCESEE DETAILCONSTRUCTIONENTRANCEAND GATE1C2.20SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD x S D x SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD x S D x SDxSDx801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON01020401"=20'TESC PLAN19RCONTINUED - SEE SHEET C2.11CONTINUED - SEE SHEET C2.07 CONTINUED - SEE SHEET C2.05CONTINUED - SEE SHEET C2.09 DEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINELIMITS OF CONSTRUCTIONINTERCEPTOR SWALEFILTER FABRIC FENCINGDo not use BlockEdit, Use LEGEND to editTEMPORARY STORM PIPETEMPORARY SWALETREE PROTECTIONINLET PROTECTIONSTRAW WATTLESWETLANDPOTENTIAL STOCKPILELAYDOWN AREACONSTRUCTIONENTRANCE TEMPOARYTEMPORARYCONSTRUCTION GATECONSTRUCTIONFENCING TEMPORARYWEIGHTED PLASTICSHEETING7C2.2012C2.208C2.206C2.205C2.201C2.20OAKESDALE AVE SWINLETPROTECTION(TYP)OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx 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 SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx 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 SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON01020401"=20'TESC PLAN20RCONTINUED - SEE SHEET C2.08 CONTINUED - SEE SHEET C2.06DEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINELIMITS OF CONSTRUCTIONINTERCEPTOR SWALEFILTER FABRIC FENCINGDo not use BlockEdit, Use LEGEND to editTEMPORARY STORM PIPETEMPORARY SWALETREE PROTECTIONINLET PROTECTIONSTRAW WATTLESWETLANDPOTENTIAL STOCKPILELAYDOWN AREACONSTRUCTIONENTRANCE TEMPOARYTEMPORARYCONSTRUCTION GATECONSTRUCTIONFENCING TEMPORARYWEIGHTED PLASTICSHEETING7C2.2012C2.208C2.206C2.205C2.201C2.20PROTECTEXISTING PONDPROTECTEXISTING PONDINSTALL WEIGHTED PLASTICSHEETING UP TO WATER LINE.ADJUST LIMITS AS NEEDEDFOR WALL CONSTRUCTIONFILTER AND FABRIC FENCE TO BEINSTALLED AROUND THE EXISTINGWATER FEATURES. ONCE GRADINGHAS COMPLETED, TESC FENCINGSHALL MATCH SHOWN LIMITS.INSTALL WEIGHTED PLASTICSHEETING UP TO WATER LINE.ADJUST LIMITS AS NEEDEDFOR WALL CONSTRUCTIONFILTER AND FABRIC FENCE TO BEINSTALLED AROUND THE EXISTINGWATER FEATURES. ONCE GRADINGHAS COMPLETED, TESC FENCINGSHALL MATCH SHOWN LIMITS.POND B100 YEARFLOODPLAINELEVATIONLOT LINE ADJUSTMENTFOR SOUNDERSHEADQUARTERSSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON01020401"=20'TESC PLAN21RCONTINUED - SEE SHEET C2.11 CONTINUED - SEE SHEET C2.07DEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINELIMITS OF CONSTRUCTIONINTERCEPTOR SWALEFILTER FABRIC FENCINGDo not use BlockEdit, Use LEGEND to editTEMPORARY STORM PIPETEMPORARY SWALETREE PROTECTIONINLET PROTECTIONSTRAW WATTLESWETLANDPOTENTIAL STOCKPILELAYDOWN AREACONSTRUCTIONENTRANCE TEMPOARYTEMPORARYCONSTRUCTION GATECONSTRUCTIONFENCING TEMPORARYWEIGHTED PLASTICSHEETING7C2.2012C2.208C2.206C2.205C2.201C2.20100 YEARFLOODPLAINELEVATIONZONE XZONE X801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON01020401"=20'TESC PLAN22RCONTINUED - SEE SHEET C2.10 CONTINUED - SEE SHEET C2.08CONTINUED - SEE SHEET C2.12 DEVELOPMENT ENGINEERINGNJanders 05/10/2023 10Construction Vehicle Wheel Wash5Straw Wattle1Temporary Construction EntranceNOTES:1.STRAW WATTLE/ROLL SHALL BE MANUFACTURED FROM RICE STRAW AND WRAPPED IN TUBULAR PLASTICNETTING. NETTING SHALL HAVE A STRAND THICKNESS OF 0.03" AND A KNOT THICKNESS OF 0.055 AND AWEIGHT 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 THEWATTLE/ROLL IN A TRENCH, 3"-5" (VARIES) DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TORUN UNDER OR AROUND WATTLE/ROLL.3.STRAW WATTLE/ROLLS MUST BE PLACED ALONG SLOPE CONTOURS.VARIES 3" - 5"8" - 10" DIA1"x1"x18" STAKE25'3' - 4' (TYP)3" FLEXIBLE SUCTION LINE. SUSPEND INTAKEEND 6" BELOW DESIGN WATER SURFACE12'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 THREE1/4" DIA HOLES IN END OF 2" PVC CAPGAS POWERED LINE PUMP (3" DISCHARGE).2" DIA PVC OR PE PIPE (PUMP DISCHARGE LINE).CONNECT TO PUMP WITH TRANSITION COUPLING.TEMPORARY CONSTRUCTION EXIT25'Wx100'L. 2" MIN AC OVER 2" CRUSHEDROCK OVER 8" QUARRY SPALLS.RADIUS PERPLAN (TYP)NOTES:1.USE SOLVENT - GLUED JOINTS AND FITTINGSIN PUMP DISCHARGE LINE/SPRAY MANIFOLD.2.PAINT OUTER 2" OF SPRAY ARM ENDS WITHORANGE WARNING PAINT.3.FILL TRUCK WASH AND SUMP AREAS WITHCLEAN WATER TO DESIGN OPERATING DEPTH.SUPPLEMENT AS NECESSARY.4.WASH WATER TO BE DISCHARGED TOSANITARY SEWER OR OTHER APPROVEDWASTE DISCHARGE.20'8"x15' ORANGE PAINT STRIPE(TYP) TO DIRECT TRAFFICTHROUGH WASH AREA.6" DIA HEAVY WALL PVC CASING UNDER CONSTRUCTIONEXIT 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 TrapNOTE:MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERMSEDIMENT TRAP OUTLETNTSCROSS SECTIONNTSOVERFLOW SPILLWAY6' MIN WIDTH1.5' SEDIMENT STORAGE2' SETTING DEPTH & 1' DEPTH OF 2" - 4" ROCK,1' DEPTH OF 3/4" - 1/2" WASHED GRAVEL1' DEPTH 3/4" - 1-1/2" WASHED GRAVEL5' MAX1' OVERFLOW DEPTH4' MIN1' DEPTH 2" - 4" ROCK9311OUTFLOWCHANNEL IFCONSTRUCTED BYEXCAVATIONFILTER FABRICFENCING2' SETTLING DEPTH1.5' SEDIMENT STORAGE12Weighted Plastic SheetingNOTES: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 OFAREAS 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 PROTECTIONSHALL BE INSTALLED AT THE TOE OF SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF.TERMINATE AT LEVEL AREA. FOLDUNDER 4" AND STAPLE AT 12" INTERVALSPROVIDE ENERGY DISSIPATIONAT TOE WHEN NEEDED3' MIN10' MAXBUILDING PADCONVEY RUNOFF TOAPPROVED LOCATION10' MAXTOE IN SHEETING IN 4"x4"TRENCH A MINIMUM OF 8'SETBACK FROM TOP OFSLOPE. BACKFILL WITHWASHED ROCKMIN 4' SETBACKFROM TOP OF SLOPE8Catch Basin Insert7Silt Fence6Tree ProtectionTREE PROTECTION MEASURES DURING CONSTRUCTIONA. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANYEQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALLIMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIPLINE OF ANY TREE TO BE RETAINED.B.FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALLERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAINLINK TEMPORARY CONSTRUCTION FENCING AROUND THEDRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE ANDONE-QUARTER FEET (1-1/4') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS GREATER, ORALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACE CARDS SHALL BE PLACED ON FENCINGEVERY FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALLBE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCE ON FOUR (4) SIDES. IN ADDITION, THEAPPLICANT 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 TOBE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL WELL AROUND THE TREE. THEDIAMETER 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 INSTALLIMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BERETAINED.E. RESTRICTIONS ON GRINDING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUNDANY 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 ONEAND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREEPROTECTION 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 COMPLETELYAND EVENLY WITH MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THEPROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECTPROTECTED GROUND COVER PLANTS.G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A CERTIFIED ARBORISTOR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVE,LOPMENTACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANYTREES AND GROUND COVER THAT ARE TO BE RETAINED.ROWROWNOTES: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 TRACKEDINTO THE PUBLIC RIGHT-OF-WAY.3.THE CONTRACTOR IS RESPONSIBLE FOR THE CONDITION OF THE CURB AND GUTTER.EXISTING DRIVEWAY RAMP ORSITE ACCESS ROAD24'50' MINQUARRY SPALLS50' MIN ATBEXISTINGGROUND1' - 0" MIN QUARRY SPALLS4" MIN ATB801 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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONTESC DETAILS23RDEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINEDo not use BlockEdit, Use LEGEND to editEX CONTOUR (INDEX)EX CONTOURCONTOUR (INDEX)CONTOURGRADE BREAKSPOT ELEVATION5554SANITARY MH/COFH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WFOOTING DRAINDRAINAGE SWALEWETLANDEXISTING STREAMASPHALT PAVEMENTPROPOSED STORMWATERFEATUREEXISTING STORMWATERFEATUREFRENCH DRAINROCK OUTFALL PADSYNTHETIC TURFGRASSFLOOD MITIGATIONNOTE: STORM SYSTEM SHALL BE PRIVATEUNLESS OTHERWISE NOTED.STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxXΔSSxSSxSSxSSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDx SDx SDx SDxSDx SDx SDxSDx SDx SDx SDxSDx SDxSDxSDx SDxSDxSDx SDx SDxSDx SDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SDx S D x SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDx ZONEAEZONE XS D x SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx S D x S D x SD x WxWxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxS D x SDx010203040506070809101112OAKESDALE AVE SW 2018192 1 202115152016161617181921151520161616171821 20181921 2018192120171819212019212019212021202116171820212017181921201921 2021 (NOT INCLUDED)(NOT INCLUDED)100 FT POND"A" WETLANDBUFFERWETLAND APOND BLOT LINEADJUSTMENTFOR SOUNDERSHEADQUARTERSUNDER FIELD FLOODMITIGATION STORAGEFLOOD MITIGATIONDISCHARGELOCATIONUNDER FIELD FLOODMITIGATION STORAGENEWELEVATEDDECKUNDER FIELDPERFORATEDDRAINAGE (TYP)BIOSCAPESTORMWATERTREATMENT FACILITYFLOODMITIGATIONDISCHARGELOCATIONSITESTORMWATERDISCHARGELOCATIONNEW STORAGEFACILITYWASH BAYOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxXΔSSxSSxSSxSSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDx SDx SDx SDxSDx SDx SDxSDx SDx SDx SDxSDx SDxSDxSDx SDxSDxSDx SDx SDxSDx SDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SDx S D x SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDx ZONEAEZONE XS D x SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx S D x S D x SD x WxWxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxS D x SDxOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxXΔSSxSSxSSxSSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDx SDx SDx SDxSDx SDx SDxSDx SDx SDx SDxSDx SDxSDxSDx SDxSDxSDx SDx SDxSDx SDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SDx S D x SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDx ZONEAEZONE XS D x SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx S D x S D x SD x WxWxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxS D x SDxOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxXΔSSxSSxSSxSSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDx SDx SDx SDxSDx SDx SDxSDx SDx SDx SDxSDx SDxSDxSDx SDxSDxSDx SDx SDxSDx SDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SDx S D x SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDx ZONEAEZONE XS D x SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx S D x S D x SD x WxWxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxS D x SDx(NOT INCLUDED)100 YEAR FLOODPLAINELEVATIONBFE=20.0100 YEAR FLOODPLAINELEVATIONBFE=20.0100 YEAR FLOODPLAINELEVATIONBFE=20.0040801601"=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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON24ROVERALL GRADING& DRAINAGE PLANDEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINEDo not use BlockEdit, Use LEGEND to editEX CONTOUR (INDEX)EX CONTOURCONTOUR (INDEX)CONTOURGRADE BREAKSPOT ELEVATION5554STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/CO8" SS @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WFOOTING DRAINDETENTION SYSTEMDRAINAGE SWALEWETLANDCONCRETE RETAININGWALLROCKERY WALLEXISTING STREAMASPHALT PAVEMENTFRENCH DRAINFOOTING DRAINROCK OUTFALL PADPROPOSED STORMWATERFEATUREEXISTING STORMWATERFEATURESYNTHETIC TURFGRASSFLOOD MITIGATIONΔSDxSDxSDxSDx20 21 20 1 81921 21.5019.66UNDER FIELDDRAINAGE PERFIELD DESIGNER17.1717.2821.5021.5019.5419.793:13:1100 POND "A"WETLANDBUFFERPROPOSED FENCESEE LANDSCAPEPLANSΔSDxSDxSDxSDxΔSDxSDxSDxSDxSD D02 CB TYPE II - 48"RIM=19.68IE=13.25 12"(IN)EIE=13.25 12"(OUT)SWSD D03 CB TYPE II - 48"RIM=19.83IE=12.45 12"(IN)NEIE=12.45 12"(OUT)SW161 LF 12" PVC @ 0.5%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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON25R01020401"=20'GRADING &DRAINGE PLANCONTINUED - SEE SHEET C3.04CONTINUED - SEE SHEET C3.02 NOTE: STORM SYSTEM SHALL BE PRIVATEUNLESS OTHERWISE NOTED.NOTE: STORM SYSTEM SHALL HAVE OPENGRATE (HERRINGBONE), UNODEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINEDo not use BlockEdit, Use LEGEND to editEX CONTOUR (INDEX)EX CONTOURCONTOUR (INDEX)CONTOURGRADE BREAKSPOT ELEVATION5554STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/CO8" SS @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WFOOTING DRAINDETENTION SYSTEMDRAINAGE SWALEWETLANDCONCRETE RETAININGWALLROCKERY WALLEXISTING STREAMASPHALT PAVEMENTFRENCH DRAINFOOTING DRAINROCK OUTFALL PADPROPOSED STORMWATERFEATUREEXISTING STORMWATERFEATURESYNTHETIC TURFGRASSFLOOD MITIGATIONSSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSDxSDxSDxSDxSDxSDxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWx WxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx S D x S D x WxWxWxWxWxWxWxWxWxSDx SDx SDx SDx SDxSDxSDxSDxSDx20181921 21.34UNDER FIELD DRAINAGEPER FIELD DESIGNERMATCH EXGRADEMATCH EXGRADEMATCH EXGRADE20.6320.4920.4719.2121.5019.2319.3916.6916.8415.9215.8833.3%33.3%3:1POND "A" WETLANDBUFFERPROPOSED FENCE SEELANDSCAPE PLANSPROPOSEDFIELD GATESSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSDxSDxSDxSDxSDxSDxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWx WxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx S D x S D x WxWxWxWxWxWxWxWxWxSDx SDx SDx SDx SDxSDxSDxSDxSDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSDxSDxSDxSDxSDxSDxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWx WxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx S D x S D x WxWxWxWxWxWxWxWxWxSDx SDx SDx SDx SDxSDxSDxSDxSDxSD D01 CB TYPE II - 48"RIM=19.91IE=13.80 12"(IN)NIE=13.80 12"(IN)EIE=13.80 12"(IN)NEIE=13.80 12"(OUT)W111 LF 12" PVC @ 0.5%43 LF 12" PVC @ 1.4%143 LF 12" PVC @ 0.5%166 LF 12" PVC @ 1.4%SD D01A CB TYPE IRIM=18.37IE=14.39 12"(IN)EIE=14.39 12"(OUT)SWSTORM RUN 2SEE SHEET2C3.30STORM RUN 1SEE SHEET1C3.30FINISHED GRADE OF FIELD = 21.5INTERCEPT ANDCONNECT TO EX STORMIE=15.10 12"(OUT)SWIE=16.05 12"(OUT)SW801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON26R01020401"=20'GRADING &DRAINGE PLANCONTINUED - SEE SHEET C3.05CONTINUED - SEE SHEET C3.03 CONTINUED - SEE SHEET C3.01 1901 OAKESDALE AVE SWNOTE: STORM SYSTEM SHALL BE PRIVATEUNLESS OTHERWISE NOTED.NOTE: STORM SYSTEM SHALL HAVE OPENGRATE (HERRINGBONE), UNODEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINEDo not use BlockEdit, Use LEGEND to editEX CONTOUR (INDEX)EX CONTOURCONTOUR (INDEX)CONTOURGRADE BREAKSPOT ELEVATION5554STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/CO8" SS @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WFOOTING DRAINDETENTION SYSTEMDRAINAGE SWALEWETLANDCONCRETE RETAININGWALLROCKERY WALLEXISTING STREAMASPHALT PAVEMENTFRENCH DRAINFOOTING DRAINROCK OUTFALL PADPROPOSED STORMWATERFEATUREEXISTING STORMWATERFEATURESYNTHETIC TURFGRASSFLOOD MITIGATIONXXXXXXSDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDx1515 20 16161617 1819 21 20 1921 2021 19.5621.50SD A03 CB TYPE II - 48"RIM=19.95IE=15.63 18"(IN)EIE=15.63 18"(OUT)SW/ SOLID LOCKING LID256 LF 18" PVC @ 0.2%21.5019.2817.783:1107 LF 1 8 " P V C @ 0 . 3 %25 LF 18" PVC @ 0.4%FILTERRA BIOSCAPE PLANTER,WITH MEDIA TYPE AND DEPTHCONFORMING TO ECOLOGYSTANDARDS. PROVIDE 6-INCHPERFORATED UNDERDRAIN ASSHOWN. SEE DETAILTYPE I CB AS DISCHARGE STRUCTURE. RIMMATCHES BIOSCAPE MEDIA SURFACEELEVATION. INLET SUBMERGED TO TRAPSEDIMENT AND ACT AS ENERGY DISSIPATOR.PROVIDE SOLID LID PER DETAILTYPE I CB AS OVERFLOWSTRUCTURE. TYPE I CB RIM TOMATCH BIOSCAPE MEDIASURFAVE ELEVATION. PROVIDEDEBRIS GRATE PER DETAIL# 56 SDCORIM=15.20IE=12.50 6"(OUT)SCLEANOUT WITHCONCRETE COLLAR. RIMTO BE 6-INCHES ABOVEBIOSCAPE MEDIA37 LF 6" PVC @ 0.8%37 LF 6" PVC @ 0.8%FINISHED GRADE OF FIELD = 21.5FINISHED GRADE OF FIELD = 21.5SD A04 CB TYPE II - 48"RIM=19.81IE=15.31 18"(IN)NIE=15.31 18"(OUT)WW/ SOLID LOCKING LID4C3.21XXXXXXSDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxXXXXXXSDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSD D04 CB TYPE II - 48"RIM=19.34IE=11.55 12"(IN)NEIE=11.55 12"(OUT)SW189 L F 1 2 " P V C @ 0 . 5 %14.7048 LF 18" PVC @ 0.3%24" FLOOD MITIGATION PIPE,PROTECT WESTERN END FROMDEBRIS AND ANIMAL ENTRANCESEE DETAIL2C3.201C3.21STORM RUN 4SEE SHEET4C3.31STORM RUN 3SEE SHEET3C3.31STORM RUN 4SEE SHEET4C3.31SD M04 CB TYPE II - 48"RIM=21.50IE=14.70 24"(OUT)WW/ SOLID LOCKING LID103 LF 24" PVC @ 2.9%UNDER FIELD FLOODMITIGATION REQUIRED STORAGEVOLUME=583,800 CFPROVIDED VOLUME=584,020 CF2C3.21UNDER FIELD DRAINAGEPER FIELD DESIGNERSTORMWATERDISTRIBUTIONCHANNEL PER18" BIOSCAPE OUTFALLIE=12.04PROTECT WESTERN END FROMDEBRIS AND ANIMAL ENTRANCESEE DETAIL8C3.20INTERCEPT ANDCONNECT TO EX STORMFLOODPLAIN MITIGATIONOUTFALLIE=11.70SD A06 CB TYPE IRIM=15.20IE=12.20 6"(IN)NIE=12.20 6"(IN)SIE=12.20 18"(OUT)W801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON27R01020401"=20'GRADING &DRAINGE PLANCONTINUED - SEE SHEET C3.07CONTINUED - SEE SHEET C3.05 CONTINUED - SEE SHEET C3.01NOTE: STORM SYSTEM SHALL BE PRIVATEUNLESS OTHERWISE NOTED.NOTE: STORM SYSTEM SHALL HAVE OPENGRATE (HERRINGBONE), UNODEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINEDo not use BlockEdit, Use LEGEND to editEX CONTOUR (INDEX)EX CONTOURCONTOUR (INDEX)CONTOURGRADE BREAKSPOT ELEVATION5554STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/CO8" SS @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WFOOTING DRAINDETENTION SYSTEMDRAINAGE SWALEWETLANDCONCRETE RETAININGWALLROCKERY WALLEXISTING STREAMASPHALT PAVEMENTFRENCH DRAINFOOTING DRAINROCK OUTFALL PADPROPOSED STORMWATERFEATUREEXISTING STORMWATERFEATURESYNTHETIC TURFGRASSFLOOD MITIGATIONSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx21.50UNDER FIELD DRAINAGEPER FIELD DESIGNERUNDER FIELD DRAINAGEPER FIELD DESIGNERSD A02 CB TYPE II - 48"RIM=21.00IE=16.27 18"(IN)EIE=16.85 8"(IN)NIE=16.85 8"(IN)SIE=16.27 18"(OUT)WW/ SOLID LOCKING LIDSD A01 CB TYPE II - 48"RIM=21.00IE=16.85 8"(IN)NIE=16.85 8"(IN)SIE=16.85 18"(OUT)WW/ SOLID LOCKING LIDSEE ARCHITECTURALPLANS FOR BUILDINGADDITIONS233 LF 18" PVC @ 0.2%TC 21.84BC 21.34TC 21.84BC 21.34TC 21.14BC 20.64TC 21.81BC 21.31TC 21.75BC 21.25TC 21.07BC 20.57TC 21.12BC 20.62TC 21.01BC 20.51TC 20.90BC 20.40TC 21.10BC 20.60TC 21.16BC 20.66TC 21.17BC 20.67TC 21.01BC 20.51TC 20.98BC 20.48TC 21.04BC 20.54TC 20.86BC 20.36TC 20.99BC 20.49TC 20.99BC 20.49TC 21.06BC 20.56TC 21.04BC 20.54TC 21.01BC 20.51TC 21.73BC 21.23TC 21.75BC 21.25TC 20.91BC 20.412'SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxFINISHED GRADE OF FIELD = 21.5FINISHED GRADE OF FIELD = 21.5801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON28R01020401"=20'GRADING &DRAINGE PLANCONTINUED - SEE SHEET C3.08CONTINUED - SEE SHEET C3.06 CONTINUED - SEE SHEET C3.04 CONTINUED - SEE SHEET C3.021901 OAKESDALE AVE SWNOTE: STORM SYSTEM SHALL BE PRIVATEUNLESS OTHERWISE NOTED.NOTE: STORM SYSTEM SHALL HAVE OPENGRATE (HERRINGBONE), UNODEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINEDo not use BlockEdit, Use LEGEND to editEX CONTOUR (INDEX)EX CONTOURCONTOUR (INDEX)CONTOURGRADE BREAKSPOT ELEVATION5554STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/CO8" SS @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WFOOTING DRAINDETENTION SYSTEMDRAINAGE SWALEWETLANDCONCRETE RETAININGWALLROCKERY WALLEXISTING STREAMASPHALT PAVEMENTFRENCH DRAINFOOTING DRAINROCK OUTFALL PADPROPOSED STORMWATERFEATUREEXISTING STORMWATERFEATURESYNTHETIC TURFGRASSFLOOD MITIGATIONSDxSDxSDx SDx SDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDx24" FLOOD MITIGATION PIPE,PROTECT WESTERN END FROMDEBRIS AND ANIMAL ENTRANCESEE DETAILSDMH RIM TO MATCH PATHWAYGRADE. SDMH IE TO MATCHEXISTING INVERT TO WEST. LOCATEAND VERIFY EXISTING PIPELOCATION AND INVERT PRIOR TOINSTALLING ANY STORM UPSTREAM.15 15201616 16171821 2019212021202116171821.5019.21230 LF 24" PVC @ 0.5%SD C06 CB TYPE II - 48"RIM=18.34IE=9.01 24"(IN)EIE=9.01 24"(OUT)NWW/ SOLID LOCKING LIDSITE DISCHARGELOCATIONUNDER FIELD FLOODMITIGATION REQUIRED STORAGEVOLUME=583,800 CFPROVIDED VOLUME=584,020 CFUNDER FIELD FLOODMITIGATION REQUIRED STORAGEVOLUME=583,800 CFPROVIDED VOLUME=584,020 CF14.7016.2315.4915.433:13:1112 LF 12" PVC @ 0.5%36 LF 24" PVC @ 0.5%SD B03 CB TYPE II - 48"RIM=19.24IE=15.74 12"(IN)SIE=15.74 12"(OUT)WW/ SOLID LOCKING LIDSD C04 CB TYPE II - 48"RIM=21.50IE=10.26 24"(IN)EIE=15.00 8"(IN)NEIE=10.26 24"(OUT)WW/ SOLID LOCKING LID288 LF 24" PVC @ 0.5%CLEANOUT WITH CONCRETECOLLAR. RIM TO BE 6-INCHESABOVE BIOSCAPE MEDIA# 55 SDCORIM=15.20IE=12.50 6"(OUT)N37 LF 6" PVC @ 0.8%2C3.212C3.21FINISHED GRADE OF FIELD = 21.5FINISHED GRADE OF FIELD = 21.5SD C05 CB TYPE II - 48"RIM=18.99IE=9.19 24"(IN)EIE=9.19 24"(OUT)WW/ SOLID LOCKING LID2C3.20SDxSDxSDx SDx SDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSD B02 CB TYPE II - 48"RIM=19.18IE=16.30 12"(IN)SIE=16.30 12"(OUT)NW/ SOLID LOCKING LIDTYPE I CB AS DISCHARGESTRUCTURE. RIM MATCHESBIOSCAPE MEDIA SURFACEELEVATION. INLET SUBMERGEDTO TRAP SEDIMENT AND ACT ASENERGY DISSIPATOR. PROVIDEDEBRIS GRATE PER DETAIL129 LF 24" PVC @ 2.3%78 LF 24" PVC @ 0.1%SD M03 CB TYPE II - 48"RIM=21.00IE=14.70 24"(OUT)WW/ SOLID LOCKING LIDSD B01 CB TYPE II - 48"RIM=18.77IE=16.75 12"(IN)NEIE=16.75 12"(IN)EIE=16.75 12"(OUT)NW/ SOLID LOCKING LID46 LF 12" PVC @ 0.2%22 LF 12" PVC @ 0.5%86 LF 12" PVC @ 0.5%30 LF 12" PVC @ 1.8%24" FLOOD MITIGATION PIPE,PROTECT WESTERN END FROMDEBRIS AND ANIMAL ENTRANCESEE DETAILSTORM RUN 6SEE SHEET6C3.32STORM RUN 5SEE SHEET5C3.32STORM RUN 7SEE SHEET7C3.32SD M02 CB TYPE II - 48"RIM=21.00IE=14.70 24"(OUT)WW/ SOLID LOCKING LID173 LF 24" PVC @ 1.7%SD B04 CB TYPE IRIM=17.79IE=15.21 12"(IN)EW/ SOLID LOCKING LID1C3.21STORMWATERDISTRIBUTIONCHANNEL PER8C3.208C3.20FLOODPLAIN MITIGATIONOUTFALLIE=11.70FLOODPLAIN MITIGATIONOUTFALLIE=11.70SD C07 CB TYPE II - 48"RIM=12.20IE=8.95 24"(IN)SEW/ SOLID LOCKING LIDSD F02 CB TYPE IRIM=21.00IE=17.02 8"(IN)NWIE=16.85 8"(IN)EIE=16.85 12"(OUT)SWW/ SOLID LOCKING LIDSD F03 CB TYPE IRIM=21.00IE=17.56 8"(IN)EIE=16.85 8"(IN)SIE=16.85 12"(OUT)WW/ SOLID LOCKING LID801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON29R01020401"=20'GRADING &DRAINGE PLANCONTINUED - SEE SHEET C3.10CONTINUED - SEE SHEET C3.08 CONTINUED - SEE SHEET C3.04NOTE: STORM SYSTEM SHALL BE PRIVATEUNLESS OTHERWISE NOTED.NOTE: STORM SYSTEM SHALL HAVE OPENGRATE (HERRINGBONE), UNODEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINEDo not use BlockEdit, Use LEGEND to editEX CONTOUR (INDEX)EX CONTOURCONTOUR (INDEX)CONTOURGRADE BREAKSPOT ELEVATION5554STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/CO8" SS @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WFOOTING DRAINDETENTION SYSTEMDRAINAGE SWALEWETLANDCONCRETE RETAININGWALLROCKERY WALLEXISTING STREAMASPHALT PAVEMENTFRENCH DRAINFOOTING DRAINROCK OUTFALL PADPROPOSED STORMWATERFEATUREEXISTING STORMWATERFEATURESYNTHETIC TURFGRASSFLOOD MITIGATIONSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD x SD x SDxSDxCONNECT TO EXDRAINAGE SYSTEMFOR REROUTE21.50STORM MAINREROUTESD C01 CB TYPE II - 72"RIM=20.52IE=11.91 24"(OUT)WW/ SOLID LOCKING LIDW/OIL POLLUTION CONTROLTEE PER 2/C3.21SD C03 CB TYPE II - 48"RIM=21.50IE=11.61 24"(IN)NIE=11.61 24"(OUT)WW/ SOLID LOCKING LIDPROPOSED BUILDING, WILL REQUIRESEPARATE BUILDING PERMIT4.5'288 LF 24" PVC @ 0.5%UNDER FIELD FLOODMITIGATION REQUIREDSTORAGE VOLUME=583,800 CFPROVIDED VOLUME=584,020 CF2C3.21FINISHED GRADE OF FIELD = 21.5FINISHED GRADE OF FIELD = 21.5TC 21.09BC 20.59TC 21.10BC 20.60TC 21.88BC 21.38TC 21.10BC 20.60TC 20.92BC 20.42TC 21.53BC 21.03TC 21.00BC 20.50TC 20.99BC 20.49TC 21.01BC 20.51TC 21.01BC 20.51SD C02 CB TYPE II - 48"RIM=21.50IE=11.82 24"(IN)EIE=11.82 24"(OUT)SW/ SOLID LOCKING LID18 LF 24" PVC @ 0.5%43 LF 24" PVC @ 0.5%SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD x SD x SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD x SD x SDxSDxSTORM RUN 6SEE SHEET6C3.32UNDER FIELD DRAINAGEPER FIELD DESIGNERFINISHED GRADE OF FIELD = 21.521.5021.5021.5021.5021.5021.5021.5021.5021.5021.5020.53(EX)20.56(EX)20.55(EX)TC 21.50BC 20.58TC 21.50BC 20.84STRUCTURE WILLREQUIRE SEPARATEBUILDING PERMITIE=15.28 4"(IN)S16 LF 4" PVC @ 1.4%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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON30R01020401"=20'GRADING &DRAINGE PLANCONTINUED - SEE SHEET C3.11CONTINUED - SEE SHEET C3.07 CONTINUED - SEE SHEET C3.05CONTINUED - SEE SHEET C3.09 NOTE: STORM SYSTEM SHALL BE PRIVATEUNLESS OTHERWISE NOTED.NOTE: STORM SYSTEM SHALL HAVE OPENGRATE (HERRINGBONE), UNODEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINEDo not use BlockEdit, Use LEGEND to editEX CONTOUR (INDEX)EX CONTOURCONTOUR (INDEX)CONTOURGRADE BREAKSPOT ELEVATION5554STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/CO8" SS @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WFOOTING DRAINDETENTION SYSTEMDRAINAGE SWALEWETLANDCONCRETE RETAININGWALLROCKERY WALLEXISTING STREAMASPHALT PAVEMENTFRENCH DRAINFOOTING DRAINROCK OUTFALL PADPROPOSED STORMWATERFEATUREEXISTING STORMWATERFEATURESYNTHETIC TURFGRASSFLOOD MITIGATIONOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx 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 SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx OAKESDALE AVE SW OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx 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 SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx 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 SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx 100 YEARFLOODPLAINELEVATIONBFE=20.0801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON31R01020401"=20'GRADING &DRAINGE PLANCONTINUED - SEE SHEET C3.08 CONTINUED - SEE SHEET C3.06NOTE: STORM SYSTEM SHALL BE PRIVATEUNLESS OTHERWISE NOTED.NOTE: STORM SYSTEM SHALL HAVE OPENGRATE (HERRINGBONE), UNODEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINEDo not use BlockEdit, Use LEGEND to editEX CONTOUR (INDEX)EX CONTOURCONTOUR (INDEX)CONTOURGRADE BREAKSPOT ELEVATION5554STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/CO8" SS @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WFOOTING DRAINDETENTION SYSTEMDRAINAGE SWALEWETLANDCONCRETE RETAININGWALLROCKERY WALLEXISTING STREAMASPHALT PAVEMENTFRENCH DRAINFOOTING DRAINROCK OUTFALL PADPROPOSED STORMWATERFEATUREEXISTING STORMWATERFEATURESYNTHETIC TURFGRASSFLOOD MITIGATIONSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx201718192120192120213:1100 YEARFLOODPLAINELEVATIONBFE=20.0LOT LINE ADJUSTMENTFOR SOUNDERSHEADQUARTERSSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSTORM RUN 8SEE SHEET8C3.31SD M01 CB TYPE II - 48"RIM=21.00IE=14.70 24"(OUT)NWW/ SOLID LOCKING LID145 LF 24" PVC @ 2.1%UNDER FIELD FLOODMITIGATION REQUIRED STORAGEVOLUME=583,800 CFPROVIDED VOLUME=584,020 CF2C3.21FINISHED GRADE OF FIELD = 21.524" FLOOD MITIGATION PIPE,PROTECT WESTERN END FROMDEBRIS AND ANIMAL ENTRANCESEE DETAIL8C3.20FLOODPLAIN MITIGATIONOUTFALLIE=11.70801 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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON32R01020401"=20'GRADING &DRAINGE PLANCONTINUED - SEE SHEET C3.11 CONTINUED - SEE SHEET C3.07NOTE: STORM SYSTEM SHALL BE PRIVATEUNLESS OTHERWISE NOTED.NOTE: STORM SYSTEM SHALL HAVE OPENGRATE (HERRINGBONE), UNODEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINEDo not use BlockEdit, Use LEGEND to editEX CONTOUR (INDEX)EX CONTOURCONTOUR (INDEX)CONTOURGRADE BREAKSPOT ELEVATION5554STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/CO8" SS @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WFOOTING DRAINDETENTION SYSTEMDRAINAGE SWALEWETLANDCONCRETE RETAININGWALLROCKERY WALLEXISTING STREAMASPHALT PAVEMENTFRENCH DRAINFOOTING DRAINROCK OUTFALL PADPROPOSED STORMWATERFEATUREEXISTING STORMWATERFEATURESYNTHETIC TURFGRASSFLOOD MITIGATION201819212017181921UNDER FIELD DRAINAGEPER FIELD DESIGNER100 YEARFLOODPLAINELEVATIONBFE=20.0FINISHED GRADE OF FIELD = 21.5UNDER FIELD FLOODMITIGATION REQUIRED STORAGEVOLUME=583,800 CFPROVIDED VOLUME=584,020 CF2C3.21FINISHED GRADE OF FIELD = 21.501020401"=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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON33RGRADING &DRAINGE PLANCONTINUED - SEE SHEET C3.10 CONTINUED - SEE SHEET C3.08CONTINUED - SEE SHEET C3.12 NOTE: STORM SYSTEM SHALL BE PRIVATEUNLESS OTHERWISE NOTED.NOTE: STORM SYSTEM SHALL HAVE OPENGRATE (HERRINGBONE), UNODEVELOPMENT ENGINEERINGNJanders 05/10/2023 1Catch Basin Type 12Rectangular Solid Metal Cover3Catch Basin Type 24Catch Basin Installation5Round Frame and Cover (Private)6Rectangular Vaned Grate7Miscellaneous Details for Drainage Structures8Debris & Animal Entrance ProtectionStormMAY BE REMOVEDPIPECOUPLING12" MINPIPECOUPLINGBEVELED PIPE END SECTION3/4" DIA. SMOOTH BARS W/ENDS WELDED TO BAR-FRAMEMAY BE REMOVED3" - 5" FOR 18" DIA5" - 8" FOR 24" DIA7" - 9" FOR 30" DIA AND GREATER4" OC MAX BAR SPACINGNOTES:1.CMP* END - SECTION SHOWN; FOR CONCRETE PIPE BEVELED END SECTION, SEE KC125 DWG. NO. 112. ALL STEEL PARTS MUST BE GALVANIZED AND ASPHALT COATED (TREATMENT 1 OR BETTER) *OR CPEPSMOOTH INTERIOR3/4" DIA BAR-FRAME2" x 5" ANCHOR STRIPS WELDED TO 3/4"DIA. BAR FRAME. 4 PIECES SPACEDUNIFORMLY FASTEN W/1/2" GALV ORNON-CORROSIVE BOLTS & NUTS31PROVIDE FINE MESHBEHIND BARS TOPREVENT ANIMALSOR SALMONIDS FROMENTERING PIPE801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON34RGRADING &DRAINAGE DETAILSDEVELOPMENT ENGINEERINGNJanders 05/10/2023 3Bioscape Enlargement2Not Used1Bioscape Trough10' MIN CELL WIDTHOVERFLOW STRUCTURE,OUTFALL ROCK AND BIOSCAPEDIMENSIONS PER PLAN10-INCH OF UNDERDRAIN STONEUNDERDTAIN PER CONTECHNOTE:FINAL DESIGN DRAWING FOR BIOSCAPE SYSTEM AREPROVIDED BY FILTERRA FOR CITY VERIFICATION PRIOR TOINSTALLATION IN THE DRAINAGE REPORT6-INCH PONDINGDEPTH3-INCH THICK BIOSCAPEMULCH LAYER21-INCH THICK LAYEROF BIOSCAPE MEDIA,PER ECOLOGY GULDREQUIREMENTS3:1 SLOPE MAX24-INCH MINIMUMBERM TOP WIDTHIN AREAS OF FILLPLANTINGS TO BEDETERMINED WITHLANDSCAPE ANDWETLAND CONSULTANT1 4Bioscape Detail12.0'84.0'6.0'OUTLET WINDOWS TO BIOSCAPESYSTEM, 12' OC TYP, 6' FROMEITHER END. WINDOW IE=15.10SECTION A-ASECTION B-B2.0'1.0'0.1'2.0'2.0'INLET PIPEIE=15.08BBNOTES:OUTLET CAPACITY:DEVELOPED DESIGN FLOWMETAL PARTS:CORROSION RESISTANT. STEEL PARTS GALVANIZED.CATCH BASIN:TYPE 2 MIN 72" DIA TO BE CONSTRUCTED IN ACCORDANCE WITHKCRS BWG NO 33 AND AASSHO M-199 UNLESS OTHERWISESPECIFIED.ORIFICES:SIZED AND LOCATED AS REQUIRED, WITH LOWEST ORIFICE 2"MINIMUM FROM BASE.ISOMETRICELBOW RESTRICTOR DETAILPLAN VIEWAABBGROUTEDREMOVABLE WATER TIGHTCOUPLING6" MIN6" MAXPLATE WELDED TO ELBOWWITH ORIFICE AS SPECIFIEDSECTION B-BSECTION A-AORIFICE PLATE 10 GAGEMIN GALV STEEL W/ORIFICE DIA 1" MIN LESSTHAN DIA OF CONCRETEHOLESHEAR GATE WITHCONTROL ROD FOR DRAINSEE KCRS DWG 536" MIN1/2" CB ID2" MIN 2" MIN ATTACH SHEAR GATE CONTROL RODCONTROL ROD TO SUPPORT BRACKET ONINSIDE OF ACCESS OPENINGFLOWSTD GALV STEP/LADDERSEE KCRS DWG 39OVERFLOW ELEVFRAME/GATE ELEV PER PLANMAX WS OVERFLOW CONDITIONS1' MIN UNDER PAVEMENT16" MAX1' MINFRAMES, GATES AND ROUND SOLIDCOVERS MARKED "DRAIN" WITH LOCKINGBOLTS SEE KCRS DWG 49 AND 50.ELBOW RESTRICTORSSEE DETAIL BELOW1515201616161718192115152016161617182173.2'76'R5'R5'801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON35RGRADING &DRAINAGE DETAILSDEVELOPMENT ENGINEERINGNJanders 05/10/2023 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON36RGRADING &DRAINAGE DETAILSDEVELOPMENT ENGINEERINGNJanders 05/10/2023 ALL STRUCTURE CONNECTIONS TOMATCH ENGINEERED DESIGNINTENT AND LOCATION PER C3.04ALL STRUCTURE CONNECTIONS TOMATCH ENGINEERED DESIGNINTENT AND LOCATION PER C3.07801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON37RGRADING &DRAINAGE DETAILSDEVELOPMENT ENGINEERINGNJanders 05/10/2023 ALL STRUCTURE CONNECTIONS TOMATCH ENGINEERED DESIGNINTENT AND LOCATION PER C3.07ALL STRUCTURE CONNECTIONS TOMATCH ENGINEERED DESIGNINTENT AND LOCATION PER C3.10801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON38RGRADING &DRAINAGE DETAILSDEVELOPMENT ENGINEERINGNJanders 05/10/2023 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON39RGRADING &DRAINAGE DETAILSDEVELOPMENT ENGINEERINGNJanders 05/10/2023 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON40RGRADING &DRAINAGE DETAILSDEVELOPMENT ENGINEERINGNJanders 05/10/2023 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON41RGRADING &DRAINAGE DETAILSDEVELOPMENT ENGINEERINGNJanders 05/10/2023 5101520253051015202530100+00101+00102+00PROPOSEDGRADESD D01 CB TYPE II - 48"RIM=19.91IE=13.80 12"(IN)NIE=13.80 12"(IN)EIE=13.80 12"(IN)NEIE=13.80 12"(OUT)W166 LF 12" PVC @ 1.4%BASE FLOODELEVATION=20.00.6'WITH ETHAFOAMPAD51015202530100+00101+00102+00PROPOSEDGRADESD D01A CB TYPE IRIM=18.37IE=14.39 12"(IN)EIE=14.39 12"(OUT)SWSD D01 CB TYPE II - 48"RIM=19.91IE=13.80 12"(IN)NIE=13.80 12"(IN)EIE=13.80 12"(IN)NEIE=13.80 12"(OUT)WSD D02 CB TYPE II - 48"RIM=19.68IE=13.25 12"(IN)EIE=13.25 12"(OUT)SW143 LF 12" PVC @ 0.5%43 LF 12" PVC @ 1.4%111 LF 12" PVC @ 0.5%BASE FLOODELEVATION=20.01.5' 1'51015202530103+00104+00105+00106+00106+80PROPOSEDGRADESD D02 CB TYPE II - 48"RIM=19.68IE=13.25 12"(IN)EIE=13.25 12"(OUT)SWSD D03 CB TYPE II - 48"RIM=19.83IE=12.45 12"(IN)NEIE=12.45 12"(OUT)SWSD D04 CB TYPE II - 48"RIM=19.34IE=11.55 12"(IN)NEIE=11.55 12"(OUT)SW161 LF 12" PVC @ 0.5%189 LF 12" PVC @ 0.5%5 LF 12" PVC @ 0.8%BASE FLOODELEVATION=20.0Storm Profile 2 con'tStorm Profile 1801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONSTORM PROFILES42RStorm Profile 2DEVELOPMENT ENGINEERINGNJanders 05/10/2023 5101520253051015202530100+00101+00101+4030PROPOSEDGRADESD M04 CB TYPE II - 48"RIM=21.50IE=14.70 24"(OUT)WW/ SOLID LOCKING LID103 LF 24" PVC @ 2.9%BASE FLOODELEVATION=20.0510152025100+00101+00102+00233 LF 18" PVC @ 0.2%SD A02 CB TYPE II - 48"RIM=21.00IE=16.27 18"(IN)EIE=16.85 8"(IN)NIE=16.85 8"(IN)SIE=16.27 18"(OUT)WW/ SOLID LOCKING LIDSD A01 CB TYPE II - 48"RIM=21.00IE=16.85 8"(IN)NIE=16.85 8"(IN)SIE=16.85 18"(OUT)WW/ SOLID LOCKING LID510152025102+00103+00104+00105+00106+00106+60PROPOSEDGRADEPROPOSEDGRADE256 LF 18" PVC @ 0.2%107 LF 18" PVC @ 0.3%25 LF 18" PVC @ 0.4%SD A04 CB TYPE II - 48"RIM=19.81IE=15.31 18"(IN)NIE=15.31 18"(OUT)WW/ SOLID LOCKING LIDSD A03 CB TYPE II - 48"RIM=19.95IE=15.63 18"(IN)EIE=15.63 18"(OUT)SW/ SOLID LOCKING LIDSD A02 CB TYPE II - 48"RIM=21.00IE=16.27 18"(IN)EIE=16.85 8"(IN)NIE=16.85 8"(IN)SIE=16.27 18"(OUT)WW/ SOLID LOCKING LIDSD A05 CB TYPE IRIM=16.91IE=15.21 18"(IN)EW/ SOLID LOCKING LIDBASE FLOODELEVATION=20.0BASE FLOODELEVATION=20.0Storm Profile 3801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONSTORM PROFILES43RStorm Profile 4Storm Profile 4 con'tDEVELOPMENT ENGINEERINGNJanders 05/10/2023 5101520253051015202530100+00101+00102+00103+00103+2030PROPOSEDGRADE46 LF 12" PVC @ 0.2%SD B01 CB TYPE II - 48"RIM=18.77IE=16.75 12"(IN)NEIE=16.75 12"(IN)EIE=16.75 12"(OUT)NW/ SOLID LOCKING LID86 LF 12" PVC @ 0.5%112 LF 12" PVC @ 0.5%SD B03 CB TYPE II - 48"RIM=19.24IE=15.74 12"(IN)SIE=15.74 12"(OUT)WW/ SOLID LOCKING LID30 LF 12" PVC @ 1.8%SD B04 CB TYPE IRIM=17.79IE=15.21 12"(IN)EW/ SOLID LOCKING LIDSD B02 CB TYPE II - 48"RIM=19.18IE=16.30 12"(IN)SIE=16.30 12"(OUT)NW/ SOLID LOCKING LIDBASE FLOODELEVATION=20.051015202530100+00101+00SD C01 CB TYPE II - 72"RIM=20.52IE=11.91 24"(OUT)WW/ SOLID LOCKING LIDW/OIL POLLUTION CONTROLTEE PER 2/C3.21SD C02 CB TYPE II - 48"RIM=21.50IE=11.82 24"(IN)EIE=11.82 24"(OUT)SW/ SOLID LOCKING LID18 LF 24" PVC @ 0.5%43 LF 24" PVC @ 0.5%SD C03 CB TYPE II - 48"RIM=21.50IE=11.61 24"(IN)NIE=11.61 24"(OUT)WW/ SOLID LOCKING LID51015202530102+00103+00104+00105+00106+00107+00107+20PROPOSEDGRADEPROPOSEDGRADE288 LF 24" PVC @ 0.5%SD C04 CB TYPE II - 48"RIM=21.50IE=10.26 24"(IN)EIE=15.00 8"(IN)NEIE=10.26 24"(OUT)WW/ SOLID LOCKING LID230 LF 24" PVC @ 0.5%SD C05 CB TYPE II - 48"RIM=18.99IE=9.19 24"(IN)EIE=9.19 24"(OUT)WW/ SOLID LOCKING LID36 LF 24" PVC @ 0.5%SD C06 CB TYPE II - 48"RIM=18.34IE=9.01 24"(IN)EIE=9.01 24"(OUT)NWW/ SOLID LOCKING LID78 LF 24" PVC @ 0.1%BASE FLOODELEVATION=20.0BASE FLOODELEVATION=20.024" FLOODPLAIN MITIGATION NETWORK - (1) X'INGIE=12.6412" PROPOSED STORM X'INGIE=16.7212" PROPOSED STORM X'INGIE=16.78801 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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONSTORM PROFILES44RStorm Profile 6 con'tStorm Profile 5Storm Profile 6DEVELOPMENT ENGINEERINGNJanders 05/10/2023 5101520253051015202530100+00101+00101+60PROPOSEDGRADESD M03 CB TYPE II - 48"RIM=21.00IE=14.70 24"(OUT)WW/ SOLID LOCKING LID129 LF 24" PVC @ 2.3%BASE FLOODELEVATION=20.0510152025510152025100+00101+00102+00PROPOSEDGRADESD M02 CB TYPE II - 48"RIM=21.00IE=14.70 24"(OUT)WW/ SOLID LOCKING LID173 LF 24" PVC @ 1.7%BASE FLOODELEVATION=20.0510152025510152025100+00101+00101+60PROPOSEDGRADESD M01 CB TYPE II - 48"RIM=21.00IE=14.70 24"(OUT)NWW/ SOLID LOCKING LID145 LF 24" PVC @ 2.1%BASE FLOODELEVATION=20.05101520253051015202530100+00100+6016 LF 4" PVC @ 1.4%4" WATERMETER12" WATER LINEIE=15.230.3'PROPOSEDGRADEWITH ETHAFOAMPAD801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONSTORM PROFILES45RStorm Profile 9Storm Profile 7Storm Profile 8Storm Profile 10DEVELOPMENT ENGINEERINGNJanders 05/10/2023 GRADING 1Scale: 1"=5' V. 1"=20' H51015202530100+00101+00102+00103+00BASE FLOODELEVATION=20.0PROPOSEDGRADEFLOODPLAINMITIGATIONSTORAGE51015202530104+00105+00106+00107+00PROPOSEDGRADEBASE FLOODELEVATION=20.0FLOODPLAINMITIGATIONSTORAGEGrading Profile 1801 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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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 CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONR-423846Grading Profile 1 con'tWTRP-27-4238 GRADING PROFILEDEVELOPMENT ENGINEERINGNJanders 05/10/2023 51015202530104+00105+00106+00106+20PROPOSEDGRADEBASE FLOODELEVATION=20.0FLOODPLAINMITIGATIONSTORAGEBASE FLOODELEVATION=20.0GRADING 2Scale: 1"=5' V. 1"=20' H51015202530100+00101+00102+00103+00PROPOSEDGRADEFLOODPLAINMITIGATIONSTORAGEGrading Profile 2801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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 CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONR-423847Grading Profile 2 con'tWTRP-27-4238 GRADING PROFILEDEVELOPMENT ENGINEERINGNJanders 05/10/2023 OAKESDALE AVE SW 010203040506070809101112(NOT INCLUDED)(NOT INCLUDED)(NOT INCLUDED)(NOT INCLUDED)(NOT INCLUDED)(NOT INCLUDED)(NOT INCLUDED)100 FT POND"A" WETLANDBUFFERWETLAND APOND B100 YEAR FLOODPLAINELEVATIONBFE=20.0LOT LINEADJUSTMENTFOR SOUNDERSHEADQUARTERSWASH PADNEW SANITARYSEWER LINEMAINTENANCEFACILITY SANITARYSEWER CONNECTIONMAINTENANCEFACILITY DOMESTICWATER CONNECTIONCONNECT TO EX72" SEWER MAINNEW ELEVATEDPATIOWATER LINERELOCATIONOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxXΔSSxSSxSSxSSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDx SDx SDx SDxSDx SDx SDxSDx SDx SDx SDxSDx SDxSDxSDx SDxSDxSDx SDx SDxSDx SDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SDx S D x SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDx S D x SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx S D x S D x SD x WxWxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxS D x SDxOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxXΔSSxSSxSSxSSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDx SDx SDx SDxSDx SDx SDxSDx SDx SDx SDxSDx SDxSDxSDx SDxSDxSDx SDx SDxSDx SDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SDx S D x SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDx S D x SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx S D x S D x SD x WxWxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxS D x SDxOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxXΔSSxSSxSSxSSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDx SDx SDx SDxSDx SDx SDxSDx SDx SDx SDxSDx SDxSDxSDx SDxSDxSDx SDx SDxSDx SDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SDx S D x SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDx S D x SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx S D x S D x SD x WxWxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxS D x SDxIRRIGATION POINT OFCONNECTIONPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANT(NOT INCLUDED)100 YEAR FLOODPLAINELEVATIONBFE=20.0100 YEAR FLOODPLAINELEVATIONBFE=20.0101.02'174.74'LegendPROPERTY LINESANITARY SEWERSANITARY MH/CO8" SS @ xx%STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WDo not use BlockEdit, Use LEGEND to editSITE/ STREET LIGHTING040801601"=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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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 CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONOVERALL UTILITY PLANS-423801 W-423801WTRP-27-4238WWP-27-4238 DEVELOPMENT ENGINEERINGNJanders 05/10/2023WATER UTILITY ABDOUL GAFOUR 05/12/2023 LegendPROPERTY LINESANITARY SEWERSANITARY MH/CO8" SS @ xx%STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WDo not use BlockEdit, Use LEGEND to editSITE/ STREET LIGHTING100 FT POND"A" WETLANDBUFFERSSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSDxSDxSDxSDxSDxSDxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWx WxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx S D x S D x WxWxWxWxWxWxWxWxWxSDx SDx SDx SDx SDxSDxSDxSDxSDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSDxSDxSDxSDxSDxSDxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWx WxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx S D x S D x WxWxWxWxWxWxWxWxWxSDx SDx SDx SDx SDxSDxSDxSDxSDx(1) 12"x8" TEE (FL)(2) 12" GATE VALVE (FLxMJ)(1) 8" GATE VALVE (FLXMJ)W/THRUST BLOCKING PER CORSTD PLAN 300.4CUT-IN TO BE PERFORMED BYCITY FORCESFIRE HYDRANT PERCOR STD PLAN 310.151 LF 8" DI CL5240.9' 79.6'(1) 2" AIR VAC ASSEMBLYPER COR STD PLAN 340.301020401"=20'CONTINUED - SEE SHEET C4.01 CONTINUED - SEE SHEET C4.05CONTINUED - SEE SHEET C4.03801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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 CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONUTILITY PLANS-423802 W-423802WTRP-27-4238WWP-27-4238 cut in to beperformed by cityforces.DEVELOPMENT ENGINEERINGNJanders 05/10/2023WATER UTILITY ABDOUL GAFOUR 05/12/2023WASTEWATER UTILITYjstowell 05/15/2023 LegendPROPERTY LINESANITARY SEWERSANITARY MH/CO8" SS @ xx%STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WDo not use BlockEdit, Use LEGEND to editSITE/ STREET LIGHTINGPOND B100 FT POND"A" WETLANDBUFFERXXXXXXSDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxXXXXXXSDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDx01020401"=20'CONTINUED - SEE SHEET C4.07CONTINUED - SEE SHEET C4.05 CONTINUED - SEE SHEET C4.01801 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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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 CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONUTILITY PLANS-423803 W-423803WTRP-27-4238WWP-27-4238 DEVELOPMENT ENGINEERINGNJanders 05/10/2023WATER UTILITY ABDOUL GAFOUR 05/12/2023WASTEWATER UTILITYjstowell 05/15/2023 LegendPROPERTY LINESANITARY SEWERSANITARY MH/CO8" SS @ xx%STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WDo not use BlockEdit, Use LEGEND to editSITE/ STREET LIGHTINGCONNECT TO EXISTING WATERLINE PER COR STD. PLAN 300.4SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx94 LF 12"DI CL52(1) 12"x6" TEE (FL)(2) 12" GATE VALVE (FLxMJ)(1) 6" GATE VALVE (FLXMJ)FIRE HYDRANT ASSEMBLYPER COR STD PLAN 310.1N:171538.4E:1293750.35599 LF 6" DI CL52(1) 12" GATE VALVE (MJ)AT CONNECTION POINT15' WATER EASEMENT, TYP(1) 12" 90 BEND (MJ)(2) 12" SLEVES (MJ)W/THRUST BLOCK PERCOR STD. PLAN 330.1CUT-IN 12" VALVE (BY CITYFORCES) APPROX 75 FTEAST OF CONNECTIONPOINT.(1) 12" GATE VALVE (MJ)(2) 12" SLEEVES (MJ)20+0020+5020+9301020401"=20'CONTINUED - SEE SHEET C4.08CONTINUED - SEE SHEET C4.06 CONTINUED - SEE SHEET C4.04 CONTINUED - SEE SHEET C4.02801 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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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 CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONUTILITY PLANS-423804 W-423804WTRP-27-4238WWP-27-4238 as a condition of approval: a 15 foot easement is required along the water mainincluding all hydrants, meters and other city ownedcomponents. the city standard utility easement shall be revisedand/or a maintenance agreement shall be providedsuch that restoration of the private improvements(including but not limited to, turf and fences)encroaching within the new easement and within theexisting easement area are the responsibility of theproperty owner/grantee. easement and/ormaintenance agreement shall be required prior toconstruction permit close out.as a condition of approval: that portion of the existing easement (KC recordingno. 199903231472) from which the water main wasdemoed shall be relinquished prior to constructionpermit close out.DEVELOPMENT ENGINEERINGNJanders 05/10/2023WATER UTILITY ABDOUL GAFOUR 05/12/2023WASTEWATER UTILITYjstowell 05/15/2023 LegendPROPERTY LINESANITARY SEWERSANITARY MH/CO8" SS @ xx%STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WDo not use BlockEdit, Use LEGEND to editSITE/ STREET LIGHTINGPOND BSDxSDxSDx SDx SDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDx01020401"=20'CONTINUED - SEE SHEET C4.10CONTINUED - SEE SHEET C4.08 CONTINUED - SEE SHEET C4.04801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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 CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONUTILITY PLANS-423805 W-423805WTRP-27-4238WWP-27-4238 DEVELOPMENT ENGINEERINGNJanders 05/10/2023WATER UTILITY ABDOUL GAFOUR 05/12/2023WASTEWATER UTILITYjstowell 05/15/2023 LegendPROPERTY LINESANITARY SEWERSANITARY MH/CO8" SS @ xx%STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WDo not use BlockEdit, Use LEGEND to editSITE/ STREET LIGHTING23 LF 6" DI CL5249 LF 4" DI CL528'2 LF 8" PVC @ 15.4%175 LF 12" DI CL52SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD x S D x SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD x S D x SDxSDx(1) 12"x6" TEE (FL)(1) 12" GATE VALVE (FLxMJ)(1) 12" FLxMJ ADAPTER(1) 6" GATE VALVE (FLxMJ)FIRE HYDRANT PER CORSTD. PLAN 310.1STA 10+16SS#05 SSMH - 48"RIM=20.56IE=14.77 8"(IN)WIE=14.67 8"(OUT)EPER COR STD. PLAN400.1 AND 401.2231 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 CORSTD. PLAN 310.1STA 11+17101 LF 12" DI CL524" WATER METER, PERCOR STD DTL 320.411 LF 12" DI CL525 LF 12" DI CL5229 LF 4" DI CL527 LF 2" PE PIPE2" WATER METER, PERCOR STD DTL 320.27 LF 4" DI CL5210 LF 4" DI CL529 LF 6" DI CL52(1) 12" POLY PIG STATION ATEND OF WATER MAIN PERCOR STD. PLAN 300.7STA 10+00(1) 4" 90° BEND (MJ)131 LF 2" PE PIPEIE=18.50FFE=21.50(1) 12"x4" TEE (FL)(1) 4" GATE VALVE(FLxMJ)THRUST BLOCK PERCOR STD. PLAN 330.1STA 10+1115' WATEREASEMENT, TYPSS#05A SSCORIM=23.00IE=18.14 8"(IN)WIE=18.14 8"(OUT)E10+0011+0012+0010+5011+50PROVIDE 2" RPBA, PERCOR STD DTL 360.154 LF 8" PVC @ 6.3%(PRIVATE)(PRIVATE)01020401"=20'CONTINUED - SEE SHEET C4.11CONTINUED - SEE SHEET C4.07 CONTINUED - SEE SHEET C4.05CONTINUED - SEE SHEET C4.09801 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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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 CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONUTILITY PLANS-423806 W-423806WTRP-27-4238WWP-27-4238 privateDEVELOPMENT ENGINEERINGNJanders 05/10/2023WATER UTILITY ABDOUL GAFOUR 05/12/2023WASTEWATER UTILITYjstowell 05/15/2023 LegendPROPERTY LINESANITARY SEWERSANITARY MH/CO8" SS @ xx%STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WDo not use BlockEdit, Use LEGEND to editSITE/ STREET LIGHTINGSEWER CONNECTIONIN OAKESDALE AVE SE231 LF 8" PVC @ 0.8%OAKESDALE AVE SWCONNECT TO EX WATER LINEN:11709440.0927E: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 300.1CONNECT TO 72" SEWER MAIN ATEXISTING MANHOLE IN OAKESDALEAVE SW PER KING COUNTYSTANDARDS. CONTRACTOR TOVERIFY ELEVATIONS PRIOR TOINSTALLATION. MATCH EX CROWNSWITH NEW PIPE CONNECTIONSS#03 SSMH - 48"RIM=20.37IE=10.85 8"(IN)WIE=10.75 8"(OUT)NPER COR STD. PLAN400.1 AND 401.218 LF 8" PVC @ 1.0%SS#02 SSMH - 48"RIM=20.38IE=9.87 8"(IN)SIE=9.77 8"(OUT)EPER COR STD. PLAN400.1 AND 401.289 LF 8" PVC @ 1.0%72 LF 8" PVC @ 5.8%SS#01 SSMH - 48"RIM=21.25IE=9.58 8"(IN)WIE=9.48 8"(OUT)EPER COR STD. PLAN400.1 AND 401.18'OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx 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 SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx 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 SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSS#04 SSMH - 48"RIM=20.36IE=12.77 8"(IN)WIE=12.67 8"(OUT)EPER COR STD. PLAN400.1 AND 401.2182 LF 8" PVC @ 1.0%175 LF 12" DI CL5215' WATER EASEMENT, TYP100 YEARFLOODPLAINELEVATIONBFE=20.012+9212+50(PRIVATE)(PRIVATE)(PRIVATE)(PRIVATE)01020401"=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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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 CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONUTILITY PLANCONTINUED - SEE SHEET C4.08 CONTINUED - SEE SHEET C4.06S-423807 W-423807WTRP-27-4238WWP-27-4238 as a condition of approval: sewer plans are subject to review andapproval by King County. no work shalloccur on the sewer system until planshave been approved by King County. thecity will coordinate the sewer planreview with King County. applicant mayneed to revise drawings based on theKing County review.sewer easementprivateprivateprivateDEVELOPMENT ENGINEERINGNJanders 05/10/2023WATER UTILITY ABDOUL GAFOUR 05/12/2023WASTEWATER UTILITYjstowell 05/15/2023 LegendPROPERTY LINESANITARY SEWERSANITARY MH/CO8" SS @ xx%STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WDo not use BlockEdit, Use LEGEND to editSITE/ STREET LIGHTINGPOND B100 YEARFLOODPLAINELEVATIONBFE=20.0LOT LINE ADJUSTMENTFOR SOUNDERSHEADQUARTERSSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx01020401"=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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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 CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONUTILITY PLANCONTINUED - SEE SHEET C4.11 CONTINUED - SEE SHEET C4.07S-423808 W-423808WTRP-27-4238WWP-27-4238 DEVELOPMENT ENGINEERINGNJanders 05/10/2023WASTEWATER UTILITYjstowell 05/15/2023 LegendPROPERTY LINESANITARY SEWERSANITARY MH/CO8" SS @ xx%STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WDo not use BlockEdit, Use LEGEND to editSITE/ STREET LIGHTING100 YEARFLOODPLAINELEVATIONBFE=20.001020401"=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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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 CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONUTILITY PLANCONTINUED - SEE SHEET C4.12 CONTINUED - SEE SHEET C4.08CONTINUED - SEE SHEET C4.10 S-423809 W-423809WTRP-27-4238WWP-27-4238 DEVELOPMENT ENGINEERINGNJanders 05/10/2023WASTEWATER UTILITYjstowell 05/15/2023 74" Water Meter64" Water Meter3Utilitiy Plan General Water Notes2Utilitiy Plan General Water Notes1Utilitiy Plan General Water Notes8Concrete Blocking4Fire Hydrant Assembly52" Water Meter801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONUTILITY DETAILSS-423810 W-423810WTRP-27-4238WWP-27-4238 DEVELOPMENT ENGINEERINGNJanders 05/10/2023WATER UTILITY ABDOUL GAFOUR 05/12/2023 7Manhole Cover & Frame6Sewer Manhole34" RPBA11" Air Vac Assembly8Public Sewer Manhole Frame & Cover4Utilitiy Plan General Sewer Notes5Utilitiy Plan General Sewer Notes22" RPBA801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONUTILITY DETAILSS-423811 W-423811WTRP-27-4238WWP-27-4238 DEVELOPMENT ENGINEERINGNJanders 05/10/2023WATER UTILITY ABDOUL GAFOUR 05/12/2023WASTEWATER UTILITYjstowell 05/15/2023 7Pollypig6Water Main Connection Tee3Side Sewer Stub Installation1Private Sewer Manhole Frame & Cover8Not Used4Not Used5Water Main Connection Cut-In2Sewer Pipe Bedding801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONUTILITY DETAILSS-423812 W-423812WTRP-27-4238WWP-27-4238 DEVELOPMENT ENGINEERINGNJanders 05/10/2023WATER UTILITY ABDOUL GAFOUR 05/12/2023WASTEWATER UTILITYjstowell 05/15/2023 Sewer 1Scale: 1"=5' V. 1"=20' H5101520253020+0021+0022+0023+0024+00PROPOSEDSTORAGEFACILITYPROPOSEDGRADE12" EX STORMIE=14.7612" EX STORMIE=15.5012" EX STORMIE=16.0412" EX STORMIE=15.9112" EX STORMIE=16.0912" EX STORM X'INGIE=16.0112" EX STORMIE=15.731.7'12" EX WATER(DEPTH NOT SURVEYED)IE=15.272.8' 3.6'SS#05 SSMH - 48"RIM=20.56IE=14.77 8"(IN)WIE=14.67 8"(OUT)EPER COR STD. PLAN400.1 AND 401.2SS#04 SSMH - 48"RIM=20.36IE=12.77 8"(IN)WIE=12.67 8"(OUT)EPER COR STD. PLAN400.1 AND 401.2231 LF 8" PVC @ 0.8%182 LF 8" PVC @ 1.0%2'3.6' 4'0.5'BASE FLOODELEVATION=20.00.8'1.9'6" WATERIE=16.601.8'54 LF 8" PVC @ 6.3%0.8'2" DOMESTICWATERLINEW/EATHAFOAMPAD(PRIVATE)(PRIVATE)(PRIVATE)5101520253025+0026+0026+6024" EX STORMIE=15.1490' R/WSS#03 SSMH - 48"RIM=20.37IE=10.85 8"(IN)WIE=10.75 8"(OUT)NPER COR STD. PLAN400.1 AND 401.289 LF 8" PVC @ 1.0%SS#02 SSMH - 48"RIM=20.38IE=9.87 8"(IN)SIE=9.77 8"(OUT)EPER COR STD. PLAN400.1 AND 401.2SS#01 SSMH - 48"RIM=21.25IE=9.58 8"(IN)WIE=9.48 8"(OUT)EPER COR STD. PLAN400.1 AND 401.118 LF 8" PVC @ 1.0%72 LF 8" PVC @ 5.8%BASE FLOODELEVATION=20.0(PRIVATE)Sewer Profile 1801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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 CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONSEWER PROFILESS-423813WWP-27-4238Sewer Profile 1 con't12" ex waterprivateprivateprivateprivateDEVELOPMENT ENGINEERINGNJanders 05/10/2023WASTEWATER UTILITYjstowell 05/15/2023 Water ProfileScale: 1"=5' V. 1"=20' H1015202530101520253030+0031+0032+0033+0033+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 310.1CONNECT TO EX WATER LINEN:170940.0927E: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 300.1Water 2Scale: 1"=5' V. 1"=20' H1015202530101520253030+0031+0031+204'175 LF 12" DI CL52101 LF 12" DI CL5211 LF 12" DI CL52CONNECT TO EXISTINGWATER LINE PER COR STD.PLAN 300.494 LF 12" DI CL52(1) 12" 90 BEND (MJ)(2) 12" SLEVES (MJ)W/THRUST BLOCK PERCOR STD. PLAN 330.1(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 310.1PROPOSEDGRADEBASE FLOODELEVATION=20.0BASE FLOODELEVATION=20.05 LF 12" DI CL52WATER 3Scale: 1"=5' V. 1"=20' H1015202530101520253030+0030+60PROPOSEDFIRE HYDRANT22 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 310.1WATER 4Scale: 1"=5' V. 1"=20' H1015202530101520253030+0030+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 310.1PROPOSEDFIRE HYDRANT9 LF 6" DI CL52BASE FLOODELEVATION=20.0BASE FLOODELEVATION=20.03' 3'3'WATER 5Scale: 1"=5' V. 1"=20' H1015202530101520253030+0030+60BASE FLOODELEVATION=20.0PROPOSEDFIRE HYDRANT(1) 12"x6" TEE (FL)(2) 12" GATE VALVE (FLxMJ)(1) 6" GATE VALVE (FLXMJ)FIRE HYDRANT ASSEMBLY PERCOR STD PLAN 310.19 LF 6" DI CL523'Water 6Scale: 1"=5' V. 1"=20' H1015202530101520253030+0030+80PROPOSEDFIRE HYDRANTPROPOSEDGRADEBASE FLOODELEVATION=20.0(1) 12"x8" TEE (FL)(2) 12" GATE VALVE (FLxMJ)(1) 8" GATE VALVE (FLXMJ)W/THRUST BLOCKING PER CORSTD PLAN 300.4CUT-IN TO BE PERFORMED BYCITY FORCES51 LF 8" DI CL523' 3.4'Water Profile 1801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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 CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONWATER PROFILEW-423813Water Profile 3WTRP-27-4238 Water Profile 2Water Profile 4Water Profile 5Water Profile 6DEVELOPMENT ENGINEERINGNJanders 05/10/2023WATER UTILITY ABDOUL GAFOUR 05/12/2023 LegendPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBDo not use BlockEdit, Use LEGEND to editSYNTHETIC TURFNATURAL GRASSOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxXΔSSxSSxSSxSSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDx SDx SDx SDxSDx SDx SDxSDx SDx SDx SDxSDx SDxSDxSDx SDxSDxSDx SDx SDxSDx SDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SDx S D x SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDx S D x SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx S D x S D x SD x WxWxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxS D x SDx010203040506070809101112OAKESDALE AVE SW (NOT INCLUDED)(NOT INCLUDED)100 FT POND"A" WETLANDBUFFERWETLAND APOND BLOT LINEADJUSTMENTFOR SOUNDERSHEADQUARTERSWASHAREASTORAGEFACILITYNEW ELEVATEDPATIOOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxXΔSSxSSxSSxSSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDx SDx SDx SDxSDx SDx SDxSDx SDx SDx SDxSDx SDxSDxSDx SDxSDxSDx SDx SDxSDx SDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SDx S D x SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDx S D x SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx S D x S D x SD x WxWxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxS D x SDxOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxXΔSSxSSxSSxSSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDx SDx SDx SDxSDx SDx SDxSDx SDx SDx SDxSDx SDxSDxSDx SDxSDxSDx SDx SDxSDx SDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SDx S D x SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDx S D x SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx S D x S D x SD x WxWxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxS D x SDxOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxXΔSSxSSxSSxSSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDxSDxSDx SDx SDx SDxSDx SDx SDxSDx SDx SDx SDxSDx SDxSDxSDx SDxSDxSDx SDx SDxSDx SDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SDx S D x SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDx S D x SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx S D x S D x SD x WxWxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxS D x SDx(NOT INCLUDED)100 YEAR FLOODPLAINELEVATIONBFE=20.0100 YEAR FLOODPLAINELEVATIONBFE=20.0100 YEAR FLOODPLAINELEVATIONBFE=20.0040801601"=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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON48ROVERALLPAVING PLANDEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBDo not use BlockEdit, Use LEGEND to editΔSDxSDxSDxSDxASPHALT PATHPER DTL6C5.20100 FT POND "A"WETLAND BUFFERΔSDxSDxSDxSDxΔSDxSDxSDxSDx801 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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON01020401"=20'PAVING PLAN49RCONTINUED - SEE SHEET C5.04CONTINUED - SEE SHEET C5.02 DEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBDo not use BlockEdit, Use LEGEND to editSSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSDxSDxSDxSDxSDxSDxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWx WxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx S D x S D x WxWxWxWxWxWxWxWxWxSDx SDx SDx SDx SDxSDxSDxSDxSDxASPHALT PATHPER DTLCONCRETE SIDEWALKPER DTL7C5.206C5.20SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSDxSDxSDxSDxSDxSDxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWx WxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx S D x S D x WxWxWxWxWxWxWxWxWxSDx SDx SDx SDx SDxSDxSDxSDxSDxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSxSSxSSxSSxSDxSDxSDxSDxSDxSDxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWxWxWxWxWxWxWxWxWx WxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx S D x S D x WxWxWxWxWxWxWxWxWxSDx SDx SDx SDx SDxSDxSDxSDxSDx801 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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON01020401"=20'PAVING PLAN50RCONTINUED - SEE SHEET C5.05CONTINUED - SEE SHEET C5.03 CONTINUED - SEE SHEET C5.01 1901 OAKESDALE AVE SWDEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBDo not use BlockEdit, Use LEGEND to editXXXXXXSDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDx100 FT POND "A"WETLAND BUFFER12'4' WIDENING OFEXISTING ASPHALTPATH TO 12'0". 3"HMA ON 6" CSBC4' WIDENING OFEXISTING ASPHALTPATH TO 12'0". 3"HMA ON 6" CSBC12'4:1 TAPER AT END OF PATH TOMATCH REMAINING EDGE OFPATH NORTH OF WIDENINGXXXXXXSDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxXXXXXXSDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDx801 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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON01020401"=20'PAVING PLAN51RCONTINUED - SEE SHEET C5.07CONTINUED - SEE SHEET C5.05 CONTINUED - SEE SHEET C5.01DEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBDo not use BlockEdit, Use LEGEND to editSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxNEW VERTICALCURB WITH FIRESTRIPING AND NOPARKING LETTERINGCONCRETE SIDEWALKPER DTLCONCRETE CURBPER DTLCONCRETE CURBPER DTL2C5.202C5.202C5.20ARTIFICIAL TURFWALKWAY, PERLANDSCAPESDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx801 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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON01020401"=20'PAVING PLAN52RCONTINUED - SEE SHEET C5.08CONTINUED - SEE SHEET C5.06 CONTINUED - SEE SHEET C5.04 CONTINUED - SEE SHEET C5.021901 OAKESDALE AVE SWDEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBDo not use BlockEdit, Use LEGEND to editSDxSDxSDx SDx SDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDx12'20'R20'R12'4' WIDENING OFEXISTING ASPHALTPATH TO 12'0". 3"HMA ON 6" CSBC12'SDxSDxSDx SDx SDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDxSDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDx801 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 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON01020401"=20'PAVING PLAN53RCONTINUED - SEE SHEET C5.10CONTINUED - SEE SHEET C5.08 CONTINUED - SEE SHEET C5.04DEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBDo not use BlockEdit, Use LEGEND to editSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD x S D x SDxSDxREPLACE VERTICALCURB IN KIND PERCOR STD. PLAN - 101REPLACE VERTICALCURB IN KIND PERCOR STD. PLAN - 1014'4'NEWVERTICALCURBCONCRETE SIDEWALKPER DTLCONCRETESLAB-ON-GRADE,PER DTLPATCH ASPHALTPER COR STD.PLAN-110PATCH ASPHALTPER COR STD.PLAN-110PATCH ASPHALTPER COR STD.PLAN-110SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD x S D x SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD x S D x SDxSDx8C5.204C5.214C5.216C5.2001020401"=20'PAVING PLAN54R801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONCONTINUED - SEE SHEET C5.11CONTINUED - SEE SHEET C5.07 CONTINUED - SEE SHEET C5.05CONTINUED - SEE SHEET C5.09 DEVELOPMENT ENGINEERINGNJanders 05/10/2023 LegendPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBDo not use BlockEdit, Use LEGEND to editOHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx 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 SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx OAKESDALE AVE SWREPLACE VERTICALCURB IN KIND PERCOR STD. PLAN - 101PATCH ASPHALTPER COR STD.PLAN-110REPLACE CONCRETE CURBAND GUTTER PER COR STD.PLAN - 101 AND 103PATCH ASPHALT PERCOR STD. PLAN - 110OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx 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 SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx 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 SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx 8C5.208C5.205C5.207C5.20801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK 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)TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON01020401"=20'PAVING PLAN55RCONTINUED - SEE SHEET C5.08 CONTINUED - SEE SHEET C5.06DEVELOPMENT ENGINEERINGNJanders 05/10/2023 9Not Used6Cement Concrete Sidewalk5Cement Concrete Curbs7Curb and Gutter Replacement DetailJOINT SPACINGDEPTH (SD)SEALANT RESERVOIR TABLEWIDTH (W)PAVEMENT DEPTHJOINT SPACINGJOINT SPACING TABLEDETAIL ANOTE:CONCRETE PAVINGSEE DETAILSAWCUT CONCRETE,USE BACKER ROD ANDFILL W/ SEALANT, SEERESERVOIR TABLE.WBUTYL ORPOLYPROPYLENEROPE ORBACKER RODPROVIDE CONSTRUCTION OR CONTROLJOINTS IN SLABS ON GRADE TO BREAKSLAB INTO RECTANGULAR AREAS, SEEJOINT SPACING TABLE BELOW. AREASTO BE APPROXIMATELY SQUARE ANDHAVE NO ACUTE ANGLES. JOINTLOCATIONS TO BE APPROVED BY THEARCHITECT.SEE ARCHITECTURALPLANS FOR STAMP PATTERN, COLORAND 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" MIN1/4" MIN3/8" MIN3/8" MIN1/2" MIN3/4" MIN1/4DSD1/4D10Not Used8Transverse Patch: Flexible/Rigid Pavement w/Overlay12Concrete Paving Control Joint801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONPAVING DETAILS56RDEVELOPMENT ENGINEERINGNJanders 05/10/2023 BROOM FINISHEDCONCRETE SLABCRUSHED SURFACING BASE-COURSECOMPACT TO 95% MAX DENSITYSCARIFY AND RE-COMPACT TOP __" OFEXISTING SOIL TO 95% MAX DENSITY(SOILS ENGINEER TO APPROVE EXSUB-GRADE PRIOR TO PLACEMENT OFCONC)NOTES:1.PROVIDE CONSTRUCTION OR CONTRACTION JOINTS PER DETAIL2.SEE DETAILFOR GENERAL CONCRETE PAVING NOTES.6"8"9Not Used6Not Used5Not Used7Not Used10Not Used8Not Used12Not Used2Not Used1Not Used3Not Used4Unreinforced Concrete Slab-On-Grade801 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 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.TED-40-4238 SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONPAVING DETAILS51RDEVELOPMENT ENGINEERINGNJanders 05/10/2023 DEVELOPMENT ENGINEERING NJanders 05/10/2023 JDing 05/10/2023 CURRENT PLANNING SSx SSx SSxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDx SDx SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx Wx Wx WxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDxSDxSDxSDxSDxSDx SDxSDxSS#05 SSMH - 48"RIM=20.53IE=14.83 8"(IN)WIE=14.73 6"(IN)SIE=14.90 8"(OUT)E34 LF 8" PVC @ 5.3%57 LF 6" PVC @ 3.6%250 LF 8" PVC @ 1.1%31 LF 6" PVC @ -40.3%SS#05B SSCORIM=22.22IE=16.79 6"(IN)WPVCIE=16.79 6"(OUT)NCLEANOUT20 18 19 21 20 21 15 15 20 16 16 17 18 19 21 15 15 20 16 17 18 21 20 181921 20 18 19 2120 17 18 19 21 20 19 21 20 19 21 20 21 20 21 16 17 18 20 21 2017 18 19 21 20 19 21 2021 75x116 (225x348) 75x116 (225x348) 75x116 (225x348)75x116(225x348)12 3 FIELD 1 NATURAL GRASS 97,360 SF FIELD 2 NATURAL GRASS 97,360 SF FIELD 3 SYNTHETIC TURF 97,360 SF 12'x12' BULK STORAGE (2) 4 FIELD 4 SYNTHETIC TURF 97,360 SF WASH RACK CONDITIONING / UTILITY SPACE NATURAL GRASS 51,492 SF 20 18 19 21 20 21 15 15 20 16 16 17 18 19 21 15 15 20 16 17 18 21 20 181921 20 18 19 2120 17 18 19 21 20 19 21 20 19 21 20 21 20 21 16 17 18 20 21 2017 18 19 21 20 19 21 2021 21032 © 2022 GENERATOR STUDIO LLC ISSUE DATE: PROJECT NO. DRAWN BY: CHK'D BY: SHEET TITLE 1 SEAL D 2345 C B A 4/4/2022 5:40:59 PM 21032 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 REV DESCRIPTION DATE SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM TENANT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM ARCHITECT ARCHITECT: LICENSE NO. MICHAEL J. KRESS 12779 D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM LANDSCAPE ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM STRUCTURAL & CIVIL ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 816.663.8700 HENDERSONENGINEERS.COM MEP ENGINEER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM OWNER / DEVELOPER E R I C J . GOL D NO. 6 90 EXP. 10 /2 3 /2022STATE O F W ASHIN GT ONLANDSC AP E A R C H ITECTF100 REF EJG COLOR LAYOUT PLAN 04.24.2023 FIELD CONSTRUCTIONSheet Name0 SCALE: 1" = 80' 40' 40' NORTH COLOR LAYOUT LEGEND DEVELOPMENT ENGINEERING NJanders 05/10/2023 DEVELOPMENT ENGINEERING NJanders 05/10/2023 JDing 05/10/2023 CURRENT PLANNING DEVELOPMENT ENGINEERING NJanders 05/10/2023 JDing 05/10/2023 CURRENT PLANNING DEVELOPMENT ENGINEERING NJanders 05/10/2023 JDing 05/10/2023 CURRENT PLANNING DEVELOPMENT ENGINEERING NJanders 05/10/2023 DEVELOPMENT ENGINEERING NJanders 05/10/2023 DEVELOPMENT ENGINEERING NJanders 05/10/2023 DEVELOPMENT ENGINEERING NJanders 05/10/2023 DEVELOPMENT ENGINEERING NJanders 05/10/2023 DEVELOPMENT ENGINEERING NJanders 05/10/2023 DEVELOPMENT ENGINEERING NJanders 05/10/2023 JDing 05/10/2023 CURRENT PLANNING DEVELOPMENT ENGINEERING NJanders 05/10/2023 JDing 05/10/2023 CURRENT PLANNING DEVELOPMENT ENGINEERING NJanders 05/10/2023 JDing 05/10/2023 CURRENT PLANNING separate building permits are required for fences over 6 ft. DEVELOPMENT ENGINEERING NJanders 05/10/2023 separate building permits are required for fences over 6 ft. DEVELOPMENT ENGINEERING NJanders 05/10/2023 separate building permits are required for fences over 6 ft. DEVELOPMENT ENGINEERING NJanders 05/10/2023 DEVELOPMENT ENGINEERING NJanders 05/10/2023 JDing 05/10/2023 CURRENT PLANNING DEVELOPMENT ENGINEERING NJanders 05/10/2023 DEVELOPMENT ENGINEERING NJanders 05/10/2023 DEVELOPMENT ENGINEERING NJanders 05/10/2023 as a condition of approval: the mechanical plan submit with the building permit application shall provide pump specifications to demonstrate that the pump flowrate does not exceed the maximum coninuous flowrate of the water meter (800 GPM for the 4" sensus omni C2) as a condition of approval: a mechanical and/or plumbing plan shall be included with the building permit application that demonstrates an adequately sized drain is provided for the RPBA relief valve. DEVELOPMENT ENGINEERING NJanders 05/10/2023 4" DEVELOPMENT ENGINEERING NJanders 05/10/2023 DEVELOPMENT ENGINEERING NJanders 05/10/2023 DEVELOPMENT ENGINEERING NJanders 05/10/2023 DEVELOPMENT ENGINEERING NJanders 05/10/2023 variance for fence height to be submitted at a later date. variance for fence height to be submitted at a later date. DEVELOPMENT ENGINEERING NJanders 05/10/2023 DEVELOPMENT ENGINEERING NJanders 05/10/2023 JDing 05/10/2023 CURRENT PLANNING