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HomeMy WebLinkAbout2023-06-14 SOUNDERS FC HQ GRADE AND FILL Rev01 - Stamped1.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 NOTESUTILITY SETTLEMENT POINTSFIXED-END EXTENSOMETER:•THE FIXED-END EXTENSOMETER SHALL CONSIST OF MEASUREMENT ROD INSTALLED WITHIN ACASING PLACED DOWN TO THE TOP SURFACE OF THE UTILITY BEING MONITORED.•THE UTILITY SHALL BE EXPOSED USING METHODS MEETING THE APPROVAL OF THE UTILITYOWNER.•THE EXPOSED SURFACE OF THE UTILITY SHALL BE CLEANED BY HIGH-PRESSURE AIR TO ASSURETHAT AN INNER ROD RESTS FIRMLY ON THE UTILITY.·A PLASTIC OR FIBERGLASS INNER ROD SHALL BE ROUNDED AT THE TOP TO ASSURE THAT ASURVEYOR'S LEVELING ROD CAN REST UPON IT TO PROVIDE REPRODUCIBLE RESULTS.·THE BOTTOM TIP OF THE ROD SHALL BE TAPERED TO ASSURE THAT IT CAN REST FIRMLY ONTHE UTILITY IN A CONSISTENT LOCATION FOR REPRODUCIBLE RESULTS.·THE ROD SHALL BE CENTERED IN THE ANNULAR SPACE BETWEEN THE SURFACE CASING USINGCENTRALIZERS TO ASSURE THAT THE ROD DOES NOT DRAG ON THE CASING.·THESE EXTENSOMETERS SHALL BE PROTECTED FROM DAMAGE WITH ACCESS COVERS.·MONITORING SHALL CONSIST OF OPTICAL SURVEYING.QUALITY ASSURANCEMINIMUM SURVEYOR EXPERIENCE SHALL CONSIST OF:•SURVEY EXPERIENCE WITH UTILITY PROJECTS; AND•A REGISTERED LAND SURVEYOR IN THE STATE OF WASHINGTON.THE SURVEYOR SHALL ESTABLISH A BENCHMARK A MINIMUM OF 1,000 FEET FROM THE PROJECTSITE, ESTABLISH THE INITIAL ELEVATIONS OF MONITORING POINTS TO 0.01-FOOT, MEASURE ANDRECORD THE SUBSEQUENT ELEVATIONS OF MONITORING POINTS TO ±0.01-FOOT, ESTABLISH THEINITIAL HORIZONTAL COORDINATES OF DEEP CASED BENCHMARKS, SETTLEMENT POINTS, AND ALLINSTRUMENTS TO 0.01-FOOT, AND PROVIDE SURVEY DATA USING KING COUNTY METRO DATUMAND PROJECT COORDINATES.AVAILABILITY OF DATAPERFORM ALL PRELIMINARY DATA COLLECTION, INSTRUMENT READINGS, AND MONITORINGSURVEY DATA AND SUBMIT TO THE ENGINEER ON SCHEDULE AS DEFINED HEREIN. DO NOTDISCLOSE DATA REPORTS OR ANY OTHER UNPROCESSED DATA, READINGS, AND OBSERVATIONS TOTHIRD PARTIES OUTSIDE OF THE CONTRACT WITHOUT THE EXPRESS WRITTEN PERMISSION OF THEENGINEER. IN THE EVENT OF NOTED ABNORMAL MONITORING DATA OR IN THE EVENT OFCONSTRUCTION INDUCED DAMAGE, INCREASE THE FREQUENCY OF DATA COLLECTION, INSTALLADDITIONAL INSTRUMENTATION, OR PROVIDE ADDITIONAL MONITORING AT NO ADDITIONAL COSTTO CITY.SETTLEMENT MONITORING POINT LOCATIONSTHE CONTRACTOR SHALL PROVIDE AND INSTALL STRUCTURE SETTLEMENT POINTS AS DIRECTED ONPLAN.UTILITY SETTLEMENT POINTS SHALL BE INSTALLED BY DIGGING A PIT OR VACUUMING A HOLEABOVE THE UTILITY TO BE MEASURED. FOR EXCAVATED PITS, FINAL THREE FEET SHALL BE DUG BYHAND. THE UTILITY SHALL BE CLEANED IN THE AREA OF THE ELEVATION ROD INSTALLATION. THEPLASTIC OR FIBERGLASS ROD SHALL BE EPOXIED TO THE TOP OF THE UTILITY. AFTER THE ROD ISAFFIXED TO THE UTILITY, A CASING SHALL BE CENTERED OVER THE ROD USING CENTRALIZERS. THECASING SHALL BE CUT TO FORM A TIGHT FIT OVER THE UTILITY. BACKFILLING AROUND THE CASINGSHALL BE WITH THE REMOVED MATERIAL OR APPROVED EQUAL. TOP PROTECTION CONSISTING OFLOCKING MONUMENT COVERS SHALL BE INSTALLED FOR THE UTILITY SETTLEMENT POINTS.SETTLEMENT LIMITSWATERLINE: 0.0 INCHES VERTICAL DISPLACEMENT, 0.0 INCHES HORIZONTAL DISPLACEMENT.SETTLEMENT MONITORING1.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 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 OFRENTONGENERAL NOTES02RWATER MAIN DEMOLITION EXTENTS1JAS6/12/23WCAmonitoring reports shall be provided to the Citywithin 8 hours of being taken. if settlement exceedsthe allowable limit, the city reserves the sole rightto require alternate construction techniquesand/or additional survey/testing of the water mainto determine the extent of remediation required.provide monitoring reports for thefollowing: initial baselinedaily during pile driving operationsfinal reading at least 30 daysfollowing completion of piledriving operationsDEVELOPMENT ENGINEERINGNJanders 06/15/2023 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 SDx 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.CUT AND CAP AND EX WATER MAIN WITH TEMPBLOCK. CUT AND CAP SHALL BE PERFORMED BYCITY FORCES. ALL OFTHER DEMO TO BE DONE BYCONTRACTOR. A SEPARATE WATER PERMIT ISREQUIRED. SEPARATE WATER PERMIT WILL BEPREPARED BY STAFF AND ISSUEDCONCURRENTLY WITH CIVIL ISSUANCE.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 SDx SDx SDx SDx SDxSDxSDxSDxSDx12" DINOTE: PRIOR TO REMOVAL OF THE FIREHYDRANT, ADEQUATE FIRE PROTECTIONMUST BE IN PLACE. VERIFY WITHRENTON REGIONAL FIRE AUTHORITYAND CITY OF RENTON CONSTRUCTIONINSPECTORREMOVE 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 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 PLAN05R1901 OAKESDALE AVE SW1WATER MAIN DEMOLITION EXTENTSJAS6/12/23WCADEVELOPMENT ENGINEERINGNJanders 06/15/2023 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 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 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 PLAN07R1901 OAKESDALE AVE SW1WATER MAIN DEMOLITION EXTENTSJAS6/12/23WCADEVELOPMENT ENGINEERINGNJanders 06/15/2023 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 FT POND"A" WETLANDBUFFERCONNECT TO EXISTING WATERLINE PER COR STD. PLAN 300.4SSx 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 SDx 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 SDx 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 340.3CUT-IN TO BE PERFORMED BYCITY FORCESSETTLEMENT MONITORING SHALL BEINSTALLED AT CUT IN LOCATIONS TO BEMONITORED DURING PILE DRIVINGACTIVITIES. MONITORING POINTS SHALLBE MEASURED DAILY DURING PILEDRIVING ACTIVITIES.SETTLEMENT MONITORING SHALL BEINSTALLED AT CUT IN LOCATIONS TO BEMONITORED DURING PILE DRIVINGACTIVITIES. MONITORING POINTS SHALLBE MEASURED DAILY DURING PILEDRIVING ACTIVITIES.MONITORING PERC0.0101020401"=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 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-423802 W-423802WTRP-27-4238WWP-27-4238 1WATER MAIN DEMOLITION EXTENTSJAS6/12/23WCADEVELOPMENT ENGINEERINGNJanders 06/15/2023 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 LIGHTINGSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx94 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 CL5215' 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+93SETTLEMENT MONITORING SHALL BEINSTALLED AT CUT IN LOCATIONS TO BEMONITORED DURING PILE DRIVINGACTIVITIES. MONITORING POINTS SHALLBE MEASURED DAILY DURING PILEDRIVING ACTIVITIES. SeeSETTLEMENT MONITORING SHALL BEINSTALLED AT CUT IN LOCATIONS TO BEMONITORED DURING PILE DRIVINGACTIVITIES. MONITORING POINTS SHALLBE MEASURED DAILY DURING PILEDRIVING ACTIVITIES. MONITORING PERC0.0101020401"=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 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-423804 W-423804WTRP-27-4238WWP-27-4238 1WATER MAIN DEMOLITION EXTENTSJAS6/12/23WCADEVELOPMENT ENGINEERINGNJanders 06/15/2023as a condition of approval: a 15 foot easement is required along the water main including allhydrants, meters and other city owned components. the city standard utility easement shall be revised and/or amaintenance agreement shall be provided such that restorationof the private improvements (including but not limited to, turf andfences) encroaching within the new easement and within theexisting easement area are the responsibility of the propertyowner/grantee. easement and/or maintenance agreement shallbe required prior to construction permit close out.as a condition of approval: that portion of the existing easement (KC recording no.19990321472) from which the water main was demoed shall berelinquished prior to construction permit close out.