HomeMy WebLinkAboutP_WCLS_100% Plan Set_20250311_v1.pdf1HOR: 1"=10' APRIL 2025CAG-25-044XX SURVEYOR XXTS, ECTS, EC, BDJTJJ.T. JOHNSON, G. ESTEPCITY OF RENTONVERTICAL: NAVD 1988HORIZONTAL: NAD 1983/19911-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigNO.BYDATEREVISION COMMENTSAPPR100% DESIGNXXWorld Cup Legacy Square - Phase 1Community & Economic Development,Public Works, Parks & Recreation100% REVIEWSUBMITTALCOVERSHEET AND SHEET INDEXG1.0WORLD CUP LEGACY SQUARE - PHASE I100% DESIGN PLAN SETAPRIL 2025CITY OF RENTONKING COUNTYPROJECT LOCATION4055SeattleRedmond25229020218169167SkykomishMaple ValleyBellevueRentonLOCATION MAP520NTSPREPARED BY:PROJECT MANAGERJUSTIN JOHNSON, P.E.JTjohnson@rentonwa.gov425-430-7291JUSTIN JOHNSON, P.E.JTjohnson@rentonwa.gov425-430-7291TROY SOLLY, P.E.Tsolly@rentonwa.gov425-757-4012EMMA CONLEY, P.E.Econley@rentonwa.gov425-757-6807VICINITY MAPSCALE: 1" = 80'NNSHEET INDEX1.G1.0COVERSHEET AND SHEET INDEX2.G2.0NOTES, ABBREVIATIONS, AND LEGEND3.G3.0EXISTING CONDITIONS4.D1.0 TESC AND DEMO PLAN5.D1.1GATEWAY IRRIGATION DEMOLITION PLAN6.C1.0HARDSCAPE PLAN7.C1.1HARDSCAPE PLAN - LINE AND CURVE TABLES8.C2.0GRADING PLAN9.C2.1 GRADING ENLARGEMENTS (1 OF 2)10.C2.2GRADING ENLARGEMENTS (2 OF 2)11.C2.3GRADING POINTS12.C3.0UTILITY NOTES13.C3.1UTILITY PLAN14.C3.2UTILITY DETAILS (1 OF 2)15.C3.3UTILITY DETAILS (2 OF 2)16.L1.0URBAN DESIGN PLAN17.L1.1 URBAN DESIGN DETAILS (1 OF 2)18.L1.2 URBAN DESIGN DETAILS (2 OF 2)19.L1.3 URBAN DESIGN DETAILS (3 OF 3)20.L2.0LANDSCAPING PLAN21.L2.1LANDSCAPING DETAILS22.L3.0IRRIGATION PLAN23.L2.2 IRRIGATION DETAILS24.E1.0LIGHTING AND ELECTRICAL PLAN25.E1.1LIGHTING AND ELECTRICAL DETAILSPROJECT SITES 3RD STMORRIS AVE S
LOGAN AVE SPROJECT ADDRESS510 S 3RD STPARCEL NUMBERS7841800195, 7841800205, 5696000005ZONINGCD-CENTER DOWNTOWNPROJECT AREA (AC)0.64
2HOR: 1"=10' APRIL 2025CAG-25-044XX SURVEYOR XXTS, ECTS, EC, BDJTJJ.T. JOHNSON, G. ESTEPCITY OF RENTONVERTICAL: NAVD 1988HORIZONTAL: NAD 1983/19911-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigNO.BYDATEREVISION COMMENTSAPPR100% DESIGN25World Cup Legacy Square - Phase 1Community & Economic Development,Public Works, Parks & Recreation100% REVIEWSUBMITTALNOTES, ABBREVIATIONS, AND LEGENDG2.0LEGENDGENERAL NOTES1.ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS ANDSPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE 2023EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED ANDMODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. ASET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ONWEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT,REFER TO SP 1-08.0(2).3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION ANDELEVATION SO AS TO AVOID DAMAGE OR DISTURBANCE PRIOR TO COMMENCEMENT OF ANYCONSTRUCTION. THE INFORMATION IS PROVIDED FOR CONTRACTORS CONVENIENCE ONLY.THERE MAY BE DISCREPANCIES AND OMISSIONS.4.BEFORE ANY CONSTRUCTION ACTIVITY OCCURS, THE CONTRACTOR SHALL MEET WITH THECITY FOR A PRE-CONSTRUCTION CONFERENCE. A MINIMUM OF FIVE (5) WORKING DAYSNOTICE IS REQUIRED FOR SCHEDULING. TWENTY-FOUR (24) HOURS NOTICE WILL BEREQUIRED PRIOR TO STARTING CONSTRUCTION.REFER TO SP 1-07.6 and 1-08.0(1).5.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY IN ADVANCE OFBACKFILLING ANY CONSTRUCTION.6.PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKEPRECEDENCE OVER ALL OTHER PLANS.7.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT DRAWING OF THESTORM, WATER, AND SEWER IMPROVEMENTS, WHICH HAS BEEN STAMPED AND SIGNED BY ALICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.8.THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BYCALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURSPRIOR TO ANY EXCAVATION.9.OVERHEAD ELECTRICAL POWER, TELEPHONE, CABLE TV, AND OTHER OVERHEAD LINES AREGENERALLY NOT SHOWN. THE LINES THAT ARE SHOWN ARE LOCATED BY POINT-TO-POINT,POLE OR TOWER TO POLE OR TOWER. DETERMINE THE EXTENT OF HAZARDS OR IMPACTS ONCONSTRUCTION ACTIVITIES CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER,TELEPHONE, CABLE TV, AND OTHER LINES IN ALL AREAS, AND FOLLOW PROCEDURES DURINGCONSTRUCTION AS REQUIRED BY LAW AND REGULATIONS. PRIOR TO CONSTRUCTION, MEETWITH UTILITY OWNERS TO DETERMINE THE EXTENT OF HAZARDS AND TAKE WHATEVERPRECAUTIONS AND REMEDIAL MEASURES THAT MAY BE REQUIRED TO PROTECT PERSONSAND PROPERTY AND TO AVOID DISRUPTION OF SERVICE.10.MANHOLES, CATCH BASINS, AND OTHER STRUCTURES ARE GENERALLY SHOWN ON PLAN ANDPROFILE DRAWINGS SYMBOLICALLY. CONSTRUCT MANHOLES, CATCH BASINS, AND OTHERSTRUCTURES AS SHOWN ON DETAIL DRAWINGS AND AS SPECIFIED.11.ALL UTILITIES SHALL BE SUPPORTED AND MAINTAINED DURING CONSTRUCTION (INCLUDINGTHOSE IDENTIFIED AS ABANDONED OR TO BE ABANDONED).12.CONTRACTOR SHALL PROTECT PUBLIC AND PRIVATE PROPERTY. PROPERTY DISTURBEDDURING CONSTRUCTION TO BE RESTORED TO EXISTING CONDITIONS UNLESS OTHERWISESPECIFIED BY THE CITY. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ANDDOCUMENTING ANY DAMAGE THAT IS PRE-EXISTING OR CAUSED BY OTHERS.13.PROTECTION OF THE ENVIRONMENT: NO CONSTRUCTION RELATED ACTIVITY SHALLCONTRIBUTE TO THE DEGRADATION OF THE ENVIRONMENT, ALLOW MATERIAL TO ENTERSURFACE OR GROUND WATERS, OR ALLOW PARTICULATE EMISSIONS TO THE ATMOSPHERE,WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS THAT POTENTIALLY ALLOW ADISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF THE STATE OFWASHINGTON, DEPARTMENT OF ECOLOGY.14.ALL DISTANCES SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS SHALL BEINTERPRETED TO REFER TO THE HORIZONTALLY AND VERTICALLY PROJECTED PLANES UNLESS OTHERWISEINDICATED. LINEAL FOOTAGE OF PIPING SHOWN ON THE DRAWINGS REFERS TO HORIZONTAL LENGTH.CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELYNOTIFY THE ENGINEER OF ANY DISCREPANCIES.15.ALL EXCAVATIONS ADJACENT TO POWER POLES OR OTHER RELATED FACILITIES (VAULTS, HANDHOLES,ETC.) SHALL COMPLY WITH WAC 296-155, PART N, EXCAVATION, TRENCHING AND SHORING. POLEPROTECTION/ SUPPORTING SYSTEMS USED WHILE EXCAVATING SHALL COMPLY WITH WAC 155-655GENERAL PROTECTION REQUIREMENTS, ITEM (9) AND SHALL NOT AFFECT THE STRUCTURAL INTEGRITYOF POLES WHILE THE SYSTEMS ARE IN PLACE OR AFTER THE SYSTEMS HAVE BEEN REMOVED.16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL RESTORATION OF ALL EXISTING FEATURESDISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION UNLESS OTHERWISE INDICATED BYTHE ENGINEER. ALL MATERIALS USED FOR THE CONSTRUCTION SHALL BE NEW ANDUNDAMAGED, AND CATALOG CUTS FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BYTHE CITY PRIOR TO BRINGING ANY MATERIALS ON SITE.ACASPHALT CONCRETEACPASPHALT CONCRETE PAVEMENTADAAMERICANS WITH DISABILITIES ACTADSADVANCED DRAINAGE SYSTEMS (PIPE)APPROXAPPROXIMATEAVEAVENUECBCATCH BASINCDFCONTROLLED DENSITY FILLCEDCEDARCFCUBIC FEETCFSCUBIC FEET PER SECONDCHLKCHAIN LINK FENCECICAST IRONC/L, CLCENTERLINECLRCLEARCOCLEANOUTCONCCONCRETECITY, CORCITY OF RENTONCPECORRUGATED POLYETHYLENE PIPECPLGCOUPLINGCRZCRITICAL ROOT ZONECSBCCRUSHED SURFACING BASE COURSECSTCCRUSHED SURFACING TOP COURSECTRCENTERDDEPTH, DOUBLE, DRAINDIDUCTILE IRONDIADIAMETERDWGDRAWINGDWYDRIVEWAYEEAST, EASTING, ELECTRICALEAEACHECEROSION CONTROLEL, ELEVELEVATIONEPEDGE OF PAVEMENTEXEXISTINGFFFINISHED FLOORFGFINISH GRADEFHFIRE HYDRANTFLFLANGEFMFORCE MAINFTFEET, FOOTGGASGALVGALVANIZEDGRAVGRAVELHHORIZONTALHDPEHIGH DENSITY POLYETHYLENEHMAHOT MIX ASPHALTHYDHYDRANTIDINSIDE DIAMETERIEINVERT ELEVATIONJBJUNCTION BOXLLENGTHLFLINEAR FEETLTLEFTMAXMAXIMUMMFRMANUFACTURERMHMANHOLEMINMINIMUMMJMECHANICAL JOINTMONMONUMENTNNORTH, NORTHINGNADNORTH AMERICAN DATUMNAVDNORTH AMERICAN VERTICAL DATUMNENORTHEASTNICNOT IN CONTRACTNO.NUMBERNTSNOT TO SCALENWNORTHWESTOCON CENTERODOUTSIDE DIAMETEROHOVERHEADOPOVERHEAD POWERPPOWERPED XINGPEDESTRIAN CROSSINGP/LPROPERTY LINEPLSPROFESSIONAL LAND SURVEYORPSEPUGET SOUND ENERGYPTPOINTPVCPOLYVINYL CHLORIDE C-900 PIPEPVMTPAVEMENTPWRPOWERRCWREVISED CODE OF WASHINGTONRDROADREQ'DREQUIREDRETRETAININGRJRESTRAINED JOINTROWRIGHT OF WAYRPBAREDUCED PRESSURE BACKFLOWASSEMBLYRPMRAISED PAVEMENT MARKERRTRIGHTSSOUTH, SLOPE, SOCKET, SINGLESCHSCHEDULESCOSEWER CLEANOUTSDSTORM DRAINSDMHSTORM DRAIN MANHOLESESOUTHEASTSERVSERVICESFSILT FENCE, SQUARE FEETSPUSEATTLE PUBLIC UTILITIESSSSANITARY SEWERSSMHSANITARY SEWER MANHOLESTSTREETSTASTATIONSTDSTANDARDSTLSTEELSWSOUTHWESTSWPPPSTORMWATER POLLUTIONPREVENTION PLANTTELEPHONETBMTEMPORARY BENCHMARKTELJBTELEPHONE JUNCTION BOXTESCTEMPORARY EROSION AND SEDIMENT CONTROLTVTELEVISION (CABLE)TVJBTELEVISION (CABLE) JUNCTION BOXTYPTYPICALUDUNDERDRAINUNOUNLESS NOTED OTHERWISEVERTVERTICALW/WITHWWATER, WESTWACWASHINGTON ADMINISTRATIVE CODEWMWATER METERWSDOTWASHINGTON STATE DEPARTMENTOF TRANSPORTATIONYRSYEARSABBREVIATIONSDESIGNATIONSDASH IF SECTION IS TAKEN ON THE SAME DRAWING,DRAWING NUMBER IF SECTION IS TAKEN ON ADIFFERENT SHEETSECTION, ELEVATION OR PROFILEREFERENCE LETTERDETAIL NUMBERDRAWING NUMBER WHERE DETAIL ISREFERENCED, DASH IF DETAIL APPEARS ONTHE SAME SHEET AS SHEET REFERENCEDMONUMENT IN CASESURFACE MONUMENTPK NAILSPOT SHOT (DESCRIBED)CATCH BASINSTORM DRAIN MANHOLEYARD DRAINSEWER MANHOLESEWER CLEAN-OUTPOWER VAULT LIDPOWER TRANSFORMERPOWER METERTRAFFIC SIGNALPEDESTRIAN SIGNALJUNCTION BOX (TYPE I)JUNCTION BOX (TYPE II)TRAFFIC ATTENUATOR LOOPSTREET LIGHT (LUMINAIRE)STREET LIGHT (DECORATIVE)LOT LIGHTYARD LIGHTTELEPHONE MANHOLETELEPHONE VAULT LIDGAS VALVEGAS METERWATER VALVEWATER METERWATER MANHOLEWATER VAULT LIDFIRE HYDRANTFIRE DEPARTMENT CONNECTPOST INDICATOR VALVEHOSE BIBIRRIGATION CONTROL VALVEUTILITY MANHOLE (GENERIC/UNKNOWN)UTILITY VAULT LID (GENERIC/UNKNOWN)STAND-PIPE (GENERIC/UNKNOWN)UTILITY ACCESS (GENERIC/UNKNOWN)MONITORING WELLGUARD POSTSIGNSHRUBDECIDUOUS TREE, DIAMETER (# OF TRUNKS)CONIFEROUS TREE, DIAMETER (# OF TRUNKS)PAINTED POWERPAINTED TELEPHONEPAINTED TVPAINTED WATERRECORD WATERPAINTED GASSTORMSEWERFENCEHEDGE (HEIGHT NOTED)BUILDING FOOTPRINTBUILDING OVERHANGPAINTED STRIPERAISED-BUTTON SOLID STRIPERAISED-BUTTON SKIP STRIPEEDGE OF PAVEMENTFLOWLINECONTOUREXISTING RIGHT OF WAY CENTERLINEEXISTING RIGHT OF WAYCONCRETEGRAVELGRASSMETAL GRATECONCRETE PAVERSASPHALT/CONCRETECHAINLINKDRIVEWAYCOLUMNYARD DRAINSTRUCTUREFINISHED FLOORTESC & DEMOLITION NOTES1.EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASEDUPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BYTHE PROJECT 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 ENCOUNTEREDDURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGSSHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.2.IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THEENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROMTHOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACECONDITIONS, OR AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORIGINALLYENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTERPROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND OR OWNER SHALL MAKE NOCLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROMCHANGED CONDITIONS UNLESS THE ENGINEER 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 BEENLOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUNDLOCATION CENTER THEN 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 CONTRACTORIS RESPONSIBLE 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 WITHLOCAL UTILITY PURVEYORS.8.MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUMINTERFERENCE WITH ROADS, STREETS, SIDEWALKS, AND ADJACENT FACILITIES; DO NOTCLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYS WITHOUT PERMISSIONFROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESS ALONG ACCESS ROADAT ALL TIMES; MEET ALL APPLICABLE CODES AND ORDINANCES.9.PROTECT FROM HARM ANY TREES, OR OTHER OBJECTS SELECTED TO REMAIN.10.DO NOT DAMAGE EXISTING CONSTRUCTION TO REMAIN.11.RESTORE ANY IMPROVEMENTS DAMAGED BY THIS WORK TO THEIR ORIGINAL CONDITION,AS ACCEPTABLE TO OWNER. REPAIR ANY DAMAGE TO ADJACENT STRUCTURES, UTILITIES,SITE, AND WORK OF THIS CONTRACT TO REMAIN AT NO ADDITIONAL COST TO OWNER.12.NO BLASTING ON SITE. DO NOT USE EXPLOSIVES.13.SPRINKLE DEBRIS AS NECESSARY TO LIMIT DUST TO LOWEST PRACTICABLE LEVEL. DO NOTSPRINKLE TO EXTENT CAUSING FLOODING, CONTAMINATED RUNOFF OR ICING.14.REMOVE EXISTING ABOVE-GRADE AND BELOW-GRADE IMPROVEMENTS AS INDICATEDAND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CARE SHALL BE TAKEN THATDAMAGE DOES NOT OCCUR TO EXISTING PAVEMENT WHICH IS TO REMAIN IN PLACE ANDTHAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAWCUT AT THE BOUNDARIES OF THE AREA TO BE REMOVED.15.REMOVE TREES, GROWTH AND UNDERBRUSH AS REQUIRED FOR NEW CONSTRUCTIONAND AS INDICATED. REMOVAL OPERATIONS SHALL BE PERFORMED IN A MANNER TOPROTECT PROPERTY.16.MAKE CUTS AT CLOSEST PAVING JOINT.17.THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALLLINE AND LOCATION STAKES, INCLUDING OFFSETS AND GENERAL CONSTRUCTIONSTAKING. WHEN WORK REQUIRES BEING ON SITE A QUALIFIED LAYOUT ENGINEER,SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREWWHILE CONTROL IS BEING PERFORMED, ALL NECESSARY RELATED EQUIPMENT, SUPPLIESAND INSTRUMENTS SHALL BE PRESENT ON SITE FOR THIS WORK. THIS EQUIPMENT ANDPERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO OWNER FOR THE PURPOSEOF VERIFYING LAYOUT AND CERTIFYING THE ACCURACY OF WORK ON THE SITE.18.PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THE AREAOF DEMOLITION.19.TRAFFIC: DO NOT OBSTRUCT WALKS OR PUBLIC WAYS WITHOUT THE WRITTENPERMISSION OF GOVERNING AUTHORITIES AND OF THE OWNER. WHERE ROUTES AREPERMITTED TO BE CLOSED, PROVIDE ALTERNATE ROUTES IF REQUIRED.20.THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES ANDTHE REPLACEMENT 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 NOCASE SHALL 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,SHOVED ONTO ABUTTING PRIVATE PROPERTIES, OR BE BURIED IN EMBANKMENTS ORTRENCHES ON STREET OR ALLEY, OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTENCONSENT OF THE PRIVATE PROPERTY OWNER. MAINTAIN HAULING ROUTES CLEAN ANDFREE OF ANY DEBRIS RESULTING FROM DEMOLITION WORK ON THIS PROJECT.SCALE:DETAIL TITLE1" = 1' - 0"1X.XXSCALE:SECTION TITLE1" = 1' - 0"A-
S 3RD STS 3RD ST••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••LOGAN AVE SGATEWAYPARK
RENTON PAVILIONEVENTS CENTERPIAZZAPARKPROJECT LIMITSROWSPU PROPERTY LIMITSSPU PROPERTY LIMITSSTAGE AREA TO BECONSTRUCTED AT ALATER PHASE, SEEPHASING NOTE 13HOR: 1"=20' APRIL 2025CAG-25-044XX SURVEYOR XXTS, ECTS, EC, BDJTJJ.T. JOHNSON, G. ESTEPCITY OF RENTONVERTICAL: NAVD 1988HORIZONTAL: NAD 1983/19911-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigNO.BYDATEREVISION COMMENTSAPPR100% DESIGN25World Cup Legacy Square - Phase 1Community & Economic Development,Public Works, Parks & Recreation100% REVIEWSUBMITTALNEXISTING CONDITIONSG3.0PHASING NOTES1.STAGE AREA TO BE CONSTRUCTED DURING PHASE 2 AND IS NOTIN CONTRACT. ALL REFERENCES TO THE STAGE SHOWN IN THEPLANS ARE BASED ON CONCEPTUAL PURPOSES ONLY.SURVEY NOTES:1.THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS, ASSHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKSOR AS-BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAYONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALLEXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TOBE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHTBE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANYCONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555.2.FIELD SURVEY: KPG, NOVEMBER, 2017 - FEBRUARY, 2018;SEPTEMBER 2018 - DECEMBER 2018; FEBRUARY 2019; MAY 2019;NOVEMBER 2019; FEBRUARY 2020; APRIL 2020; JANUARY 2021,SEPTEMBER 2023.3.CONTOUR INTERVAL = 1 FOOT.4.STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROMCENTER OF LID TO CENTER OF LID.5.THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTSHAVE NOT BEEN VERIFIED AND ARE APPROXIMATE.HORIZONTAL DATUMWASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD83/91 PER CITY OF RENTON CONTROL STATIONS 205, 884, 1140, AND1896.VERTICAL DATUMNAVD 88, PER CITY OF RENTON CONTROL STATIONS 2123 AND 2128.LEGENDSEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW.CITY ROW LINESPU PROPERTY LINEAPPROX LIMITS OF WORKAPPROX LIMITS OF FUTURE PHASE
S 3RD STLOGAN AVE S2CITY TO REMOVE ALL CITY OWNEDMOBILE FACILITIES FROM SITEPRIOR TO CONSTRUCTION.PROTECT EX SPU FACILITIESAND CONC FOUNDATIONREMOVE EX TREE, TYP.EX JBOXES & PEDESTALEX BOULDER FREMOVE EXBOLLARDREMOVE EX METAL FENCINGPROTECT EX CURBTO REMAIN, TYP.PROTECT EX CURBTO REMAIN, TYP.PROTECT EX CURBTO REMAIN, TYP.EX LIGHT POLE AND JBOXTO REMAIN. PROTECT ANDRESET TO FINISHED GRADE.EX WATER METERSTO REMAIN.PROTECT AND RESETTO FINISHED GRADEPROTECT EX BUILDINGPROTECT EXCONC SIDEWALKTO REMAIN, TYP.PROTECT EXBIKE RACKPROTECT EX CONCSIDEWALK TO REMAIN, TYP.PROTECT EXCONC SIDEWALKTO REMAIN, TYP.1EX BOULDER E1EX BOULDER D1EX BOULDER C1EX BOULDER B1EX BOULDER A1EX LIGHT POLEE1EX LIGHT POLEE1EX LIGHT POLEE1EX LIGHT POLEE1E1EX IRRIGATION BOXES/VALVESI1EX PARKING SIGN1EX PARKING SIGN1REMOVE EX METAL FENCINGEX TRASH CAN1EX TRASH CAN1PROTECT EX CURBTO REMAIN, TYP.PROTECT EX CURBTO REMAIN, TYP.PROTECT EX CURBTO REMAIN, TYP.REMOVE EX METAL FENCINGPROTECT EXCONC SIDEWALKTO REMAIN, TYP.PROTECT EX TREETO REMAIN, TYP.PROTECT EX TREETO REMAIN, TYP.PROTECT EX TREETO REMAIN, TYP.PROTECT EX TREETO REMAIN, TYP.PROTECT EX TREETO REMAIN, TYP.PROTECT EX CONCSIDEWALK TO REMAIN, TYP.PROTECT EX TREETO REMAIN, TYP.PROTECT EX TREETO REMAIN, TYP.2PROTECT EXCONC SIDEWALKTO REMAIN, TYP.EX LIGHT POLE AND JBOXTO REMAIN. PROTECT ANDRESET TO FINISHED GRADE.REMOVE EXBOLLARD3INSTALL CHAINLINKFENCE AROUNDPERIMETER, ADJUSTAS REQ'D DURINGCONSTRUCITON TYP.INSTALL CHAINLINK FENCE AROUNDPERIMETER, ADJUST AS REQ'DDURING CONSTRUCITON TYP.INSTALL CHAINLINK FENCEAROUND PERIMETER,ADJUST AS REQ'D DURINGCONSTRUCITON TYP.REMOVEEX PAINTEX PARKING SIGN1EX JBOX TO REMAIN.PROTECT AND RESET TOFINISHED GRADE.EX GAS VALVE TO REMAIN.PROTECT AND RESET TOFINISHED GRADE.4HOR: 1"=10' APRIL 2025CAG-25-044XX SURVEYOR XXTS, ECTS, EC, BDJTJJ.T. JOHNSON, G. ESTEPCITY OF RENTONVERTICAL: NAVD 1988HORIZONTAL: NAD 1983/19911-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigNO.BYDATEREVISION COMMENTSAPPR100% DESIGN25World Cup Legacy Square - Phase 1Community & Economic Development,Public Works, Parks & Recreation100% REVIEWSUBMITTALTESC AND DEMOLITION PLAND1.0MATCH LINE BSANITARY SEWER CONNECTIONMATCH LINE ASTORM DRAIN CONNECTIONDEMOLITION KEY NOTESSALVAGE AND STORE FOR REUSE.REMOVE EXISTING CATCH BASIN AND STORM DRAINAGE LINESWITHIN THE CONSTRUCTION AREA, CAP ALL LINESABANDONED IN PLACE AND NOT REMOVED, AND NOTE THEPRECISE LOCATION ON THE RECORD DRAWINGS.REMOVE EX STAIRS, RAILINGS, AND CONC SEATING (INCLUDINGANY FOOTINGS)123IRRIGATION DEMOLITION NOTESSALVAGE AND STORE ALL EX IRRIGATION VALVES & VALVEBOXES FOR REUSE WITHIN THE IMPROVED AREA. SEE SHEETD1.1 FOR DEMO LIMITS FOR ALL IRRIGATION LATERALS,VALVES, AND HEADS FOR GATEWAY PARK. CUT, CAP ANDABANDON IN PLACE OR REMOVE EX IRRIGATION LINESENCOUNTERED AS REQUIRED FOR NEW CONSTRUCTION (SEEIRRIGATION PLANS FOR NEW IRRIGATION AND CONNECTIONLOCATIONS TO EX IRRIGATION SYSTEM). CAP ALL EXPOSEDENDS.I1ELECTRICAL DEMOLITION NOTESSALVAGE AND STORE EX LIGHT POLES AND JBOXES AS NOTED. CUT,CAP AND ABANDON IN PLACE OR REMOVE EX ELECTRICAL CONDUITLINES ENCOUNTERED AS REQUIRED FOR NEW CONSTRUCTION (SEEELECTRICAL PLANS FOR ADDITIONAL INFORMATION).E1DEMOLITION, CLEARING, & TESCLEGENDSEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW.NMATCH LINE ASTORM DRAIN CONNECTIONMATCH LINE BSANITARY SEWER CONNECTIONPROPERTY LINEAPPROX LIMITS OF WORK6' HIGH TEMPORARY CHAINLINK FENCE AND HIGHVISIBILITY FENCE6' HIGH TREE PROTECTION FENCE WITH CONCRETESHOESEXISTING PIPE REMOVALCAP EXISTING UTILITYINLET PROTECTION, SEE COR STD. PLAN 216.30EXISTING TREE TO REMAIN WITH APPROX. CRITICALROOT ZONEEXISTING TREE TO BE REMOVEDSAWCUT LOCATIONASPHALT PAVING TO BE REMOVED FOR UTILITY TRENCHPATCH OR CURB REPLACEMENT, SAWCUT EDGES ASREQ'D(NOTE: PROTECT EX PAVING THAT IS TO REMAIN)ASPHALT PAVING TO BE REMOVED FOR GRIND ANDOVERLAY, SAWCUT EDGES AS REQ'D(NOTE: PROTECT EX PAVING THAT IS TO REMAIN)CONCRETE PAVING/SIDEWLAK TO BE REMOVED,SAWCUT EDGES AS REQ'D(NOTE: PROTECT EX CONC PAVING/SIDEWALK THAT IS TOREMAIN)CURB TO BE REMOVED, SAWCUT EDGES AS REQ'D(NOTE: PROTECT EX CURB THAT IS TO REMAIN)
5HOR: 1"=10' APRIL 2025CAG-25-044XX SURVEYOR XXTS, ECTS, EC, BDJTJJ.T. JOHNSON, G. ESTEPCITY OF RENTONVERTICAL: NAVD 1988HORIZONTAL: NAD 1983/19911-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigNO.BYDATEREVISION COMMENTSAPPR100% DESIGN25World Cup Legacy Square - Phase 1Community & Economic Development,Public Works, Parks & Recreation100% REVIEWSUBMITTALGATEWAY IRRIGATION DEMOLITION PLAND1.1IRRIGATION DEMOLITION NOTESCONTRACTOR TO LOCATE EX 2" IRRIGATION MAIN PRIOR TOTHE START OF ANY DEMO ACTIVITIES TO EX SYSTEM. BEGINDEMO OF EX IRRIGATION SYSTEM AT 2" TEE FITTING. REPLACETEE FITTING WITH 90-DEG FITTING TO MAINTAIN THE WEST 2"LATERAL.PROTECT IN PLACE EX IRRIGATION SYSTEM TO REMAIN. THISINCLUDES BUT IS NOT LIMITED TO EX LATERALS, VALVES, PIPESLEEVES, ROTOR HEADS, AND OTHER NECESSARYAPPURTENANCES.SALVAGE AND STORE ALL EX IRRIGATION VALVES & VALVEBOXES FOR REUSE WITHIN THE IMPROVED AREA.CAP EX 1-1/4" LATERALEX SERVICE CABINET AND CONTROLLER TO BE RELOCATED BYOTHERS, SEE SHEET E1.0 FOR SERVICE CABINET RELOCATION.I1I2I3I4I5DEMOLITION LEGENDSEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW.NDEMO LIMITS FOR EX IRRIGATION SYSTEMSCALE:IRRIGATION PLAN GATEWAY AS-BUILT - FOR REFERENCE ONLYNTSSTART DEMO OF GATEWAYIRRIGATION SYSTEM AT EX2" TEE.I1I4I2I3I2I2I2I2I5
LOGAN AVE SS 3RD ST1L2L3C4L5C6L7C8L10L9C16L15L11L12L13L14L19L22L
23L24L25
L
2
6
L
27
L
28
L
29L30L
34L
35L36L37L
44L45L43L42L41L86L87L88C
89C
90L80C
50L51C52C67C77C 81C82C83C84C
85C91L79C97L98L99C100L101L102L103C104L1
0
5
L
95L94C
93
C
92L108L109L110L111L112L113L1
1
4
L
1
1
5
L
116L117L119L
125L126L127L128L129L130L131L132L133L 31L32L 33L
96
L
118
L 107L106L40L39L38L69C
70L71C72L73L74L75L 76L78C48L17L 18L 20L
21
L
46L47L49L53
L 54C55L56C57L
58L59L
61L
62L63L64L65C6
6
L
68L60L120L121L 122L123L124L N 178064.23E 1299989.95N 178063.50E 1300017.33N 178084.41E 1299993.90N 178078.47E 1299974.00N 178101.70E 1299974.53Ø6.75'Ø6.75'Ø6.75'Ø6.75'Ø6.75'0.67'13
.
0
0
'2.50'4.33'18.38'
13
.
0
0
'
4.60'
23
.
7
4
'6.00'8.
0
0
'
4.50'2.00'5.00'FUTURE PLAY AREA12.00'12.00'2.50'0.67'4.50'CONC SIDEWALKCONC SIDEWALKCONCDRIVEWAYCONC SIDEWALK6.00'7.50'7.50'7.50'CONC DRIVEWAY12.00'8.00'2212221111113333444CONC SIDEWALKCONC SIDEWALKCONC SIDEWALKCONC SIDEWALK5556
.
0
0
'226HOR: 1"=10' APRIL 2025CAG-25-044XX SURVEYOR XXTS, ECTS, EC, BDJTJJ.T. JOHNSON, G. ESTEPCITY OF RENTONVERTICAL: NAVD 1988HORIZONTAL: NAD 1983/19911-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigNO.BYDATEREVISION COMMENTSAPPR100% DESIGN25World Cup Legacy Square - Phase 1Community & Economic Development,Public Works, Parks & Recreation100% REVIEWSUBMITTALNHARDSCAPE PLANC1.0MATCH LINE AMATCH LINE BSANITARY SEWER CONNECTIONSTORM DRAIN CONNECTIONMATCH LINE ASTORM DRAIN CONNECTIONMATCH LINE BSANITARY SEWER CONNECTION LEGENDSEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW.PROPERTY LINEAPPROX LIMITS OF WORK6' HIGH TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE6' HIGH TREE PROTECTION FENCE WITH CONCRETE SHOESEXISTING CONCRETE PAVING4" FIBER REINFORCED CONCRETE PAVING (LIGHTBROOM FINISH) OVER 4" AGGREGATE BASE10" CONCRETE DRIVEWAYCONCRETE SITE FEATURES (WALLS, BENCHES, STAIRS, ETC.,)SEE URBAN DESIGN PLAN AND DETAILSASPHALT PAVINGFUTSAL COURT SURFACINGPLAY AREA SURFACING (NOT INCLUDED IN THIS PHASE)GRAVEL (MATCH EXISTING CONDITIONS)3L1.21L1.22L1.2 NOTES1.SEE SHEET C1.1 FOR LINE AND CURVE TABLE2.SEE SHEETS L1.1 , L1.2 AND L1.3 FOR DETAILS3.ASPHALT PAVING WITHIN CITY AND SPU ROW SHALL MATCHEXISTING PAVEMENT THICKNESS IN ACCORDANCE WITH CORSTD PLANS 110, 110.1, AND 110.2.HARDSCAPE KEY NOTESMATCH EX CONC AT NEAREST JOINT OR SCORING, TYP.MATCH EX ASPHALT PAVEMENT AT SAW CUT LOCATION, TYP.MATCH EX TOP BACK OF CURB, TYP.CONC CURB & GUTTER REPLACEMENT PER COR STD PLAN 103.CONC FOR TRENCH DRAIN. SEE UTILITY PLAN AND DETAILS.123453L1.23L1.2
LINE AND CURVE TABLELABEL1L2L3C4L5C6L7C8L9C10L11L12L13L14L15L16L17L18L19L20L21L22L23L24L25LLENGTH/RADIUS10.0469.775.0024.403.0082.543.0021.1718.5066.0958.8215.6476.358.0013.5055.824.287.8967.007.894.287.615.5044.1125.67DIRECTION/DELTAS19° 38' 52.10"WS70° 27' 26.83"E53°07'48.36"S70° 27' 26.83"E112°12'47.03"S41° 45' 20.20"W90°00'00.00"N48° 14' 39.80"W40°26'08.11"S41° 45' 20.20"WS41° 45' 20.20"WN88° 40' 47.90"WS1° 19' 12.10"WS88° 04' 34.16"EN88° 03' 44.34"WS1° 19' 12.10"WS41° 45' 20.20"WS41° 45' 20.20"WN41° 45' 20.20"EN41° 45' 20.20"EN41° 45' 20.20"EN41° 45' 20.20"EN86° 45' 20.20"ES48° 14' 39.80"ES41° 45' 20.20"WLINE AND CURVE TABLELABEL26L27L28L29L30L31L32L33L34L35L36L37L38L39L40L41L42L43L44L45L46L47L48L49L50LLENGTH/RADIUS14.3310.0014.3322.774.4940.685.507.613.4419.2015.275.694.2836.735.3110.002.0111.128.8813.967.891.500.6810.7815.59DIRECTION/DELTAS41° 45' 20.20"WS41° 45' 20.20"WS41° 45' 20.20"WS41° 45' 20.20"WN88° 20' 47.69"WN48° 14' 39.80"WN3° 14' 39.80"WN41° 45' 20.20"ES19° 32' 45.06"WS48° 14' 39.80"ES89° 31' 21.17"EN8° 06' 41.14"ES48° 14' 39.80"ES48° 14' 39.80"EN89° 34' 40.21"WN89° 32' 58.89"WS0° 28' 38.83"WN89° 31' 21.17"WS89° 31' 21.17"ES0° 28' 38.83"WS89° 19' 16.57"ES26° 41' 58.17"ES64° 10' 15.28"WS32° 28' 55.48"ES37° 58' 35.55"ELINE AND CURVE TABLELABEL51C52C53L54C55L56C57L58L59L60L61L62L63L64L65C66L67C68L69C70L71C72L73L74L75LLENGTH/RADIUS27.5035.5010.5046.001.5347.504.9425.2213.074.006.000.990.941.5046.0010.5035.5010.5046.001.5047.507.5823.9612.0016.71DIRECTION/DELTA18°39'34.35"53°01'09.46"N39° 11' 48.33"E7°31'58.96"N30° 20' 40.01"E12°37'00.37"N1° 31' 22.91"ES70° 35' 11.68"ES1° 31' 22.91"WS88° 28' 37.09"ES1° 31' 22.91"WN88° 28' 37.09"WN26° 34' 14.18"WS61° 49' 59.06"W8°40'15.68"N52° 06' 55.17"E65°58'56.91"N61° 54' 07.92"W6°16'35.97"N68° 10' 43.89"W5°42'30.85"N88° 28' 37.09"WN1° 31' 22.91"ES88° 28' 37.09"ES1° 31' 18.15"WLINE AND CURVE TABLELABEL76L77C78C79C80C81C82C83C84C85C86L87L88C89C90L91L92L93C94C95L96L97L98L99C100LLENGTH/RADIUS11.9635.5027.5037.0037.0020.0028.0020.0031.0030.3310.005.5610.0053.0016.0016.003.556.004.005.7210.0014.871.254.001.25DIRECTION/DELTAS52° 12' 55.88"E63°39'51.25"5°47'25.03"39°54'40.95"34°24'41.94"32°09'25.95"205°16'16.50"32°09'25.95"90°24'51.60"89°51'26.04"N89° 34' 40.21"WS0° 28' 38.83"W23°15'04.27"14°40'37.84"S80° 56' 54.73"EN83° 31' 06.94"EN6° 28' 53.06"W92°14'53.16"129°06'47.79"N43° 20' 47.69"WS41° 45' 20.20"WS88° 20' 47.69"EN1° 39' 09.82"E180°00'01.10"S1° 39' 09.82"WLINE AND CURVE TABLELABEL101L102L103C104L105L106L107L108L109L110L111L112L113L114L115L116L117L118L119L120L121L122L123L124L125LLENGTH/RADIUS14.871.254.005.7211.004.2841.203.883.2419.088.0014.8712.912.1211.0018.629.4715.7610.749.2210.948.512.297.194.00DIRECTION/DELTAS88° 20' 47.69"EN1° 39' 12.31"E135°00'03.10"S43° 20' 47.69"EN46° 39' 12.31"ES48° 14' 39.80"ES48° 14' 39.80"ES48° 14' 39.80"ES88° 20' 47.69"ES88° 20' 47.69"ES88° 20' 47.69"ES88° 20' 47.69"ES88° 20' 47.69"EN46° 39' 12.31"EN46° 39' 12.31"ES43° 20' 47.69"ES88° 22' 50.90"EN29° 44' 45.97"ES17° 14' 20.40"WS88° 26' 04.57"ES1° 21' 51.81"WS72° 37' 34.80"WS88° 39' 00.88"EN1° 24' 25.13"EN1° 49' 08.20"ELINE AND CURVE TABLELABEL126L127L128L129L130L131L132L133LLENGTH/RADIUS8.004.004.008.004.004.008.004.00DIRECTION/DELTAS88° 10' 51.80"ES1° 49' 08.20"WN1° 24' 51.62"ES88° 35' 08.38"ES1° 24' 51.62"WN1° 29' 38.39"ES88° 30' 21.61"ES1° 29' 38.39"W1111111111111111111111117HOR: 1"=10' APRIL 2025CAG-25-044XX SURVEYOR XXTS, ECTS, EC, BDJTJJ.T. JOHNSON, G. ESTEPCITY OF RENTONVERTICAL: NAVD 1988HORIZONTAL: NAD 1983/19911-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigNO.BYDATEREVISION COMMENTSAPPR100% DESIGN25World Cup Legacy Square - Phase 1Community & Economic Development,Public Works, Parks & Recreation100% REVIEWSUBMITTALHARDSCAPE PLAN - LINE AND CURVE TABLEC1.1 NOTES1.SEE SHEETS C1.0 FOR LINE AND CURVE LABEL PLAN LOCATIONS.LINE AND CURVE TABLE LEGENDXXLXXCXX1LINE LABEL NUMBERCURVE LABEL NUMBERLINE/CURVE OF PROPOSED IMPROVEMENTS TO MATCHNEAREST SCORING OR JOINT LOCATION OF EXISTING CONCRETE.
LOGAN AVE SS 3RD ST#1, 34.84'#4, 35.20'#6, 35.00'#8, 34.91'#14, 34.85'#16, 35.23'#20, 35.05'#28, 35.34'#29, 35.56'#31, 36.10'#33, 36.00'#35, 36.10'#2, 34.82'#3, 34.90'#5, 35.35'#7, 35.15'#9, 35.25'#13, 34.95'#15, 34.97'#17, 35.36'#19, 35.48'#21, 35.17'#24, 35.23'#44, 36.63'#45, 36.37'#10, 35.17'#11, 34.99'#22, 35.18'#49, 35.58'#50, 35.50'#51, 35.61'#52, 35.53'#53, 35.90'#54, 35.90'#56, 35.53'#57, 35.61'#58, 35.50'#59, 35.58'#60, 35.13'#61, 35.39'#62, 35.46'#63, 35.46'#64, 35.54'#65, 35.31'#66, 35.13'#69, 35.43'#70, 35.31'#71, 35.13'#72, 35.33'#73, 35.21'#74, 35.03'#75, 35.14'#76, 35.02'#77, 34.99'#78, 34.95'#79, 34.83'#80, 34.96'#86, 34.87'#87, 34.82'#90, 35.59'#91, 35.39'#92, 35.42'#93, 35.59'#94, 35.65'#95, 35.80'#96, 35.80'#97, 35.82'#98, 35.96'#99, 35.83'#100, 35.88'#101, 35.93'#103, 36.19'#108, 35.77'#107, 35.74'#106, 35.69'#105, 35.55'#104, 35.35'#46, 36.51'#47, 36.57'#48, 36.62'#159, 36.38'#157, 36.43'#158, 36.44'MATCH EXTBC, TYP.MATCH EXTBC, TYP.TRENCH DRAIN, SEEUTILITY SHEETS & DETAILSTRENCH DRAIN,SEE UTILITYSHEETS & DETAILS12.00'PITCH AND ADJACENTSIDEWALK SLOPE TOTRENCH DRAIN3535353535
3637373738383
8
363
7
TOP CONC WALL0.5' ABOVEADJACENT WALKTOP CONC WALLEL = 38.40'TOP CONC WALLEL = 38.40'TOP CONC WALLEL = 37.40'TOP CONC WALLEL = 37.40'LIGHTING BASE AREAEL = 36.63'0.83%0.83%1.
2
3%1.52%1.10%0.89%2.08%2.08%1.68%1.62%
3.
5
2%4.80%1.42%1.51%1.35%1.
5
3
%1.14%1.34%1.75%12.00'12.00'5.00'CONC STAIRSCONC STAIRSCONC STAIRSCONC STAIRSCONC STAIRSTRENCH DRAINAT LOW POINTSLOPE CORNER TO DRAINTO TRENCH DRAIN, TYP.0.91%CONC SIDEWALKCROSS SLOPE = 1.5%, TYP.CONC SIDEWALKCROSS SLOPE = 1.5%, TYP.CONC SIDEWALKCROSS SLOPE = 1.5%, TYP.CONC SIDEWALKCROSS SLOPE = 1.5%, TYP.INLET AT LOW POINT1.50%0.25%TRENCH DRAIN GRATEHIGH POINT, 35.25'8.00'1.50%1.50%ACCESS ROADCROSS SLOPE = 1.5%, TYP.1.50%1.69%STEP IN WALL37.40' TO 38.40'STEP IN WALL37.40' TO 38.40'PLANTERAREA, TYP.0.83%0.83%2.74%#18, 35.36'323211222LIGHTINGBASE AREAEL = 35.98'LIGHTING BASE AREAEL = 35.82'LIGHTINGBASE AREAEL = 35.92'#23, 35.24'#55, 35.87'1.09%0.39%1.53%1.50%#171,36.73'#172, 36.58'#173, 36.58'#174, 36.70'#176, 36.51'#175, 36.39'#147, 36.32'#177, 36.52'#149, 36.10'#148, 35.96'#178, 36.61'1.50%1.50%1.50%TOP CONC WALLEL = 38.40'7TOP CONC WALLEL = 38.40'7TRENCH DRAIN GRATEHIGH POINT, 35.13'#67, 35.50'#68, 35.23'1.18%TRENCH DRAINCONC GUTTERHIGH POINT4.78%#102, 35.91'#150, 36.31'#151, 36.23'#152, 36.33'#153, 36.33'#154, 36.30'#155, 36.32'#156, 36.39'6.00'6
.
0
0
'
3.
0
2
%1.49%SLOPE PLAYAREA TODRAIN TOINLET AT LOWPOINT6CONC VERTICAL CURB85CONC BENCH1.5' TALL8HOR: 1"=10' APRIL 2025CAG-25-044XX SURVEYOR XXTS, ECTS, EC, BDJTJJ.T. JOHNSON, G. ESTEPCITY OF RENTONVERTICAL: NAVD 1988HORIZONTAL: NAD 1983/19911-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigNO.BYDATEREVISION COMMENTSAPPR100% DESIGN25World Cup Legacy Square - Phase 1Community & Economic Development,Public Works, Parks & Recreation100% REVIEWSUBMITTALGRADING PLANC2.0MATCH LINE BSANITARY SEWER CONNECTIONMATCH LINE ASTORM DRAIN CONNECTION NOTES1.SEE SHEET C2.3 GRADING POINT TABLE2.PROPOSED CONTOURS ARE APPROXIMATE. CONTRACTOR TOMATCH CONTOURS TO EXISTING GRADE ALONG PROJECTBOUNDARIES3.SEE SHEET C3.2 FOR UTILITY DETAILSNORTH CURB AREAGRADING PLAN ENLARGEMENTS 3RD ST ACCESS GRADINGPLAN ENLARGEMENTUPPER AND PLAY AREAGRADING PLAN ENLARGEMENT1C2.11C2.22C2.2GRADING KEY NOTESFUTSAL COURT CONC WALL PER DETAIL 6 ON SHEET L1.1CONC STAIRS PER DETAIL 4 ON SHEET L1.2FUTSAL COURT CONC SEAT WALL PER DETAIL 1 ON SHEET L1.1PLANTER CONC SEAT WALL AND CONC BENCH PER DETAIL 4 ONSHEET L1.1SINGLE SIDE SEATING CONC BENCH PER DETAIL 5 ON SHEET L1.1PLAY AREA CONC WALL PER DETAIL 7 ON SHEET L1.1VIEWING AREA CONC WALL PER DETAIL 8 ON SHEET L1.1CONC VERTICAL CURB PER DETAIL X ON SHEET L1.112345678NMATCH LINE ASTORM DRAIN CONNECTIONMATCH LINE BSANITARY SEWER CONNECTION LEGENDSEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW.PROPERTY LINEAPPROX LIMITS OF WORK6' HIGH TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE6' HIGH TREE PROTECTION FENCE WITH CONCRETE SHOESMAJOR CONTOURMINOR CONTOURGRADING POINTPOINT NUMBERELEVATION#XX, XX.XX'
#36, 36.09'#37, 35.99'#38, 35.96'#39, 36.08'#40, 36.11'#41, 36.14'#42, 36.14'#43, 36.13'#44, 36.63'#45, 36.37'#53, 35.90'#54, 35.90'#91, 35.39'#92, 35.42'#93, 35.59'#94, 35.65'#95, 35.80'#96, 35.80'#97, 35.82'#98, 35.96'#99, 35.83'#101, 35.93'#184, 36.31'#182, 36.34'#109, 38.40'#110, 38.40'#111, 38.47'#112, 38.47'#113, 38.47'#114, 38.35'#186, 37.58'#189, 37.58'#116, 38.23'#115, 38.35'#117, 38.41'#118, 38.43'#119, 38.42'#120, 38.49'#121, 38.58'#122, 38.42'#123, 38.37'#124, 38.35'#125, 38.41'#126, 38.43'#127, 38.32'#128, 38.31'#129, 38.35'#130, 38.42'#131, 38.43'#132, 38.30'#133, 38.40'#134, 38.40'#135, 38.40'#136, 38.40'#137, 38.40'#138, 38.38'#139, 38.40'#140, 38.40'#141, 38.40'#142, 38.40'#143, 38.40'#144, 38.20'#145, 38.20'#146, 38.20'#46, 36.51'#47, 36.57'#48, 36.62'#165, 36.94'#166, 36.89'#159, 36.38'#170, 36.84'#179, 36.79'#164, 36.99'#163, 36.90'#161, 37.05'#168, 36.86'#169, 36.73'#185, 36.22'#188, 37.49'#187, 37.49'#162, 36.94'#157, 36.43'#158, 36.44'#192, 36.77'#180, 36.68'#181, 36.22'#191, 36.59'#190, 36.69'#125, 38.41'#129, 38.35'PITCH AND ADJACENT SIDEWALK SLOPE TO TRENCH3637373738383
8
363
7TOP CONC BENCHEL = 39.93'TOP CONC SEAT WALLEL = 37.40'TOP CONC BENCHEL = 40.06'TOP CONC WALL0.5' ABOVEADJACENT WALKTOP CONC WALLEL = 38.40'TOP CONC WALLEL = 38.40'LIGHTING BASE AREAEL = 36.63'TOP CONC SEAT WALLEL = ±37.27'MATCH ADJACENT STAIRSTOP CONC SEAT WALLEL = ±37.38'MATCH ADJACENT STAIRS0.83%1
.
2
3%1.52%3.
5
2%4.80%1.42%1.51%1.35%1.
5
3
%1.14%1.34%1.75%CONC STAIRSCONC STAIRSCONC STAIRSCONC STAIRSCONC STAIRSTRENCH DRAINAT LOW POINTINLET AT LOW POINTSTEP IN WALL37.40' TO 38.40'0.83%0.83%13.00'2.50'4.33'8.80'9.58'10.00'HEIGHT = 2.50'BOTTOM OF STAIRSELEV. 35.90'TOP OF STAIRSELEV. 38.40'HEIGHT = 2.84'HEIGHT = 2.67'1.25'R4.00'1.25'R4.00'R4.00'R6.00'HEIGHT = 2.60'TOP CONC BENCHEL = 39.93'SLOPE TO EX GRADE4.33'13.00'2.50'17.08'
6.
6
6
'HEIGHT = 2.26'19.08'8.00'14.87'12.91'2.
1
2
'
1
1
.
0
0
'14.87'14.87'1.25'5.72'5.72'R53.00'25.67'22.77'10.00'1.15%1.09%1.56%0.87%0.74%1.
4
3
%9.26%1.53%1.36%1.54%1.89%1.
5
3
%0.90%1.01%1.
2
3
%
1.5
0
%
1.50%
0.50%0.59%0.00%1.00%4.43%3.37%5.27'10.00'10.00'
8.00'0.51%3.22%7.50'
1
0
.
5
0
'8.00'6.00'1.50%1.50%10.00'1.50%1.50%3.1
1
%
3.95%
3.84
%
10.7
4
'1.50%
1.28%#167, 36.82'1.
0
0%3323TOP CONC SEAT WALLEL = 37.40'3242424452TOP CONC WALLEL = 37.40'1LIGHTING BASE AREAEL = 35.92'5.98'#171,36.73'#147, 36.32'#177, 36.52'#178, 36.61'2.29%TOP CONC WALLEL = 37.40'1TOP CONC WALLEL = 38.40'7TOP CONC WALLEL = 38.40'74.78%1.49%1.
0
0
%
4.
8
0%
4.
8
0
%0.55%0.69%7.50'7.50'6.00'6
.
0
0
'10.50'3.0
2
%1.50%1.50%0.9
0
%
1.1
4
%
6.0
0
'
1.5
0
%
1.50%0.00%0.00%6.00'#183, 36.34'1.49%1.07%1.49%8.
0
0
'
0.
8
2%???0
.
6
1%#160, 37.01'2.71%4.01%LANDSCAPEBOULDER, TYP.4.80%4.80%16.00'SLOPE TOEX GRADESLOPE TOEX GRADESLOPE PLAY AREA TO DRAINTO INLET AT LOW POINTLANDSCAPEBOULDER, TYP.6CONC VERTICAL CURB8 CONC BENCH1.5' TALL5 CONC BENCH1.5' TALL5 CONC BENCH1.5' TALL59HOR: 1"=5' APRIL 2025CAG-25-044XX SURVEYOR XXTS, ECTS, EC, BDJTJJ.T. JOHNSON, G. ESTEPCITY OF RENTONVERTICAL: NAVD 1988HORIZONTAL: NAD 1983/19911-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigNO.BYDATEREVISION COMMENTSAPPR100% DESIGN25World Cup Legacy Square - Phase 1Community & Economic Development,Public Works, Parks & Recreation100% REVIEWSUBMITTALNGRADING PLAN ENLARGEMENTS (1 OF 2)C2.1SCALE:UPPER AND PLAY AREA ENLARGEMENT1" = 5'1 LEGENDSEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW.PROPERTY LINEAPPROX LIMITS OF WORK6' HIGH TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE6' HIGH TREE PROTECTION FENCE WITH CONCRETE SHOESMAJOR CONTOURMINOR CONTOURGRADING POINT NOTES1.SEE SHEET C2.3 FOR GRADING POINT TABLE2.PROPOSED CONTOURS ARE APPROXIMATE. CONTRACTOR TO MATCHCONTOURS TO EXISTING GRADE ALONG PROJECT BOUNDARIES3.SEE SHEET C3.2 AND C3.3 FOR UTILITY DETAILSPOINT NUMBERELEVATION#XX, XX.XX'GRADING KEY NOTESFUTSOL COURT CONC WALL PER DETAIL 6 ON SHEET L1.1CONC STAIRS PER DETAIL 4 ON SHEET L1.1FUTSAL COURT CONC SEAT WALL PER DETAIL 1 ON SHEET L1.1PLANTER CONC SEAT WALL AND CONC BENCH PER DETAIL 4 ON SHEET L1.1SINGLE SIDE SEATING CONC BENCH PER DETAIL 5 ON SHEET L1.1PLAY AREA CONC WALL PER DETAIL 7 ON SHEET L1.1VIEWING AREA CONC WALL PER DETAIL 8 ON SHEET L1.1CONC VERTICAL CURB PER DETAIL X ON SHEET L1.112345678
#75, 35.14'#76, 35.02'#77, 34.99'#78, 34.95'#79, 34.83'#80, 34.96'#81, 34.69'#82, 34.62'#83, 34.73'#84, 34.67'#85, 34.74'#86, 34.87'#87, 34.82'#88, 34.35'#89, 34.48'TRENCH DRAIN, SEEUTILITY SHEETS & DETAILS12.00'35CONC SIDEWALKCROSS SLOPE = 1.5%, TYP.0.25%1.50%1
.
6
9%2.50'12.00'2.50'4.00'1.08%1.50%1.50%6.00'MATCH EXTBC, TYP.SAWCUT ATEX JOINT9.75%9.75%1.23%1.08%1.50%8.00'MATCH EXTBC, TYP.#4, 35.20'#6, 35.00'#8, 34.91'#14, 34.85'#16, 35.23'#20, 35.05'#28, 35.34'#29, 35.56'#31, 36.10'#33, 36.00'#35, 36.10'#5, 35.35'#7, 35.15'#9, 35.25'#12, 35.13'#13, 34.95'#15, 34.97'#17, 35.36'#19, 35.48'#21, 35.17'#24, 35.23'#25, 35.46'#26, 35.42'#27, 35.38'#30, 35.63'#32, 36.17'#34,
36
.07
'#36, 36.09'#37, 35.99'#38, 35.96'#39,
36
.08
'#40, 36.11'#41, 36.14'#42, 36.14'#43, 36.13'#44, 36.63'#45, 36.37'#10, 35.17'#11, 34.99'#22, 35.18'#49, 35.58'#50, 35.50'#51, 35.61'#52, 35.53'#110, 38.40'#46, 36.51'#47, 36.57'MATCH EXTBC, TYP.3535 35
3
6
38CONC STA
IRS CONC SIDEWALKCROSS SLOPE =1.5%, TYP.HEIGHT
=
2
.26
'
7.83'
2.74
%1.77%19.19'10.00
'3.01%24.7
3
%
2.23%1.50%1.50%3.88%1.52%2.80%1.50
%1.50%0.50%0.59%0.00%1.00%4.43%3.37%0.41%5.27
'10.00
'
10.00'
8.00'
11.61
'1.30%1.50%1.60%
1.50%0.86%5.99%1.00%2.80%5.86%4.82%5.12%#18, 35.36'1.81%1.00%1.00%0.51%10.10%3.22%2.81%ADA LANDING, SLOPESSHALL NOT EXCEED2.0% IN ANY DIRECTION7.00'9.05'10.27'4.15'6.50'16.03'6.45'0.77%8.00'4.00'15.74'3.44'6.99%7.02%1.50%1.50%1.50%
4.50'7.76'8.30'2.75%MATCH EXTBC, TYP.1.40%4.00'1.50%MATCH EXTBC, TYP.2CONC SIDEWALKCROSS SLOPE = 1.5%, TYP.CONC SIDEWALKCROSS SLOPE = 1.5%, TYP.LIGHT
ING
BASE
AREAEL =
35
.82
'0.75
'5.98
'#23, 35.24'TOP CONC
WALLEL =
37
.40
'11.50%10HOR: 1"=5' APRIL 2025CAG-25-044XX SURVEYOR XXTS, ECTS, EC, BDJTJJ.T. JOHNSON, G. ESTEPCITY OF RENTONVERTICAL: NAVD 1988HORIZONTAL: NAD 1983/19911-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigNO.BYDATEREVISION COMMENTSAPPR100% DESIGN25World Cup Legacy Square - Phase 1Community & Economic Development,Public Works, Parks & Recreation100% REVIEWSUBMITTALNGRADING PLAN ENLARGEMENTS (2 OF 2)C2.2NSCALE:NORTH CURBLINE AND ADJACENT AREA - PLAN ENLARGEMENT1" = 5'1SCALE:SOUTH DRIVEWAY DROP - PLAN ENLARGEMENT1" = 5'2 NOTES1.SEE SHEET C2.3 FOR GRADING POINT TABLE2.PROPOSED CONTOURS ARE APPROXIMATE. CONTRACTOR TOMATCH CONTOURS TO EXISTING GRADE ALONG PROJECTBOUNDARIES3.SEE SHEET C3.2 AND C3.3 FOR UTILITY DETAILSGRADING KEY NOTESFUTSAL COURT CONC WALL PER DETAIL 6 ON SHEET L1.1CONC STAIRS PER DETAIL 4 ON SHEET L1.212 LEGENDSEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW.PROPERTY LINEAPPROX LIMITS OF WORK6' HIGH TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE6' HIGH TREE PROTECTION FENCE WITH CONCRETE SHOESMAJOR CONTOURMINOR CONTOURGRADING POINTPOINT NUMBERELEVATION#XX, XX.XX'
Point TablePOINT123456789101112131415161718192021222324252627282930NORTHING178210.55178206.30178201.09178196.03178186.56178193.66178184.22178190.66178182.15178178.42178170.43178181.19178177.75178185.88178178.25178183.67178176.08178178.09178170.55178176.18178168.56178168.05178165.39178165.81178155.33178161.30178164.53178168.72178165.98178161.73EASTING1299952.691299951.181299949.321299993.621299990.261300000.211299996.851300008.771300002.681299999.351300008.311300005.381300015.071300022.351300019.641300028.471300025.771300044.031300041.341300049.391300046.961300047.521300050.501300050.881300062.621300067.941300069.091300070.561300078.411300076.90ELEV.34.8434.8234.9035.2035.3535.0035.1534.9135.2535.1734.9935.1334.9534.8534.9735.2335.3635.3635.4835.0535.1735.1835.2435.2335.4635.4235.3835.3435.5635.63DESC.TOC/METOC/METOCTOC/METOCTOC/METOCTOC/METOP/TOCTOPTOP/TOCTOC/TOPTOP/TOCTOC/METOCTOC/METOCTOC/METOCTOC/METOCTOCTOC/BWTOC/BWTOC/BWTOCTOCTOC/METOC/METOCPoint TablePOINT313233343536373839404142434445464748495051525354555657585960NORTHING178163.36178159.11178158.25178154.02178158.18178148.38178148.47178148.51178142.54178138.49178138.45178138.38178140.38178140.29178148.29178144.22178144.12178142.48178160.06178156.73178161.97178162.28178132.90178067.92178068.05178095.14178100.63178106.75178110.08178117.46EASTING1300085.671300084.201300099.861300098.341300108.741300097.531300087.531300082.271300076.941300081.471300087.451300097.451300097.471300108.591300108.661300108.621300116.511300116.571300039.051300042.781300048.341300053.831300086.741300028.731300024.241299993.901299993.581299998.161299994.431299968.89ELEV.36.1036.1736.0036.0736.1036.0935.9935.9636.0836.1136.1436.1436.1336.6336.3736.5136.5736.6235.5835.5035.6135.5335.9035.9035.8735.5335.6135.5035.5835.13DESC.TOC/METOCTOC/METOCTOC/METOCTOCTOCTOC/BWTOC/BWTOC/BWTOC/BWTOC/BWTOCTOC/METOC/METOC/METOC/METOCTOC/BWTOC/BWTOC/BWTOC/BWTOC/BWTOC/BWTOC/BWTOC/BWTOC/BWTOCTOCPoint TablePOINT616263646566676869707172737475767778798081828384858687888990NORTHING178101.50178098.17178097.67178138.63178138.27178130.28178132.61178124.30178117.88178117.70178117.42178084.75178084.57178084.29178073.42178073.23178072.95178062.30178062.03178061.62178059.55178052.36178059.49178052.12178056.03178055.62178051.54178052.04178051.62178081.24EASTING1299986.771299990.501299990.051299947.881299963.511299972.471299947.741299968.781299947.401299955.401299967.391299946.631299954.631299966.631299946.371299954.371299966.371299946.121299954.111299966.111299943.701299943.521299945.991299951.381299953.971299965.971299968.371299953.881299965.881300008.46ELEV.35.3935.4635.4635.5435.3135.1335.5035.2335.4335.3135.1335.3335.2135.0335.1435.0234.9934.9534.8334.9634.6934.6234.7334.6734.7434.8734.8234.3534.4835.59DESC.TOCTOC/BWTOC/BWTOPTOPTOP/TOCTOPTOP/TOCTOPTOPTOP/TOCTOPTOPTOP/TOCTOPTOPTOP/TOCTOPTOP/TOCTOP/TOCTOC/METOC/METOCTOCTOCTOCTOCTOCTOCTOC/BWPoint TablePOINT919293949596979899100101102103104105106107108109110111112113114115116117118119120NORTHING178064.80178064.71178064.16178063.93178063.50178063.13178064.58178072.13178058.60178058.33178061.39178058.06178057.81178049.37178048.53178047.48178047.15178046.88178133.45178133.38178128.77178123.88178119.71178110.89178096.57178096.85178093.32178086.66178084.12178079.93EASTING1300026.871300030.111300049.181300057.181300072.041300084.941300086.491300094.491300107.261300116.731300118.481300126.141300135.361300045.931300074.111300112.631300124.621300135.071300087.411300097.411300097.371300096.521300094.891300092.701300092.381300094.861300095.261300089.741300086.311300087.13ELEV.35.3935.4235.5935.6535.8035.8035.8235.9635.8335.8835.9335.9136.1935.3535.5535.6935.7435.7738.4038.4038.4738.4738.4738.3538.3538.2338.4138.4338.4238.49DESC.TOC/BWTOC/BWTOC/BWTOC/BWTOC/BWTOC/BWTOC/BWTOC/BWTOCTOCTOCTOCTOC/METOC/METOC/METOC/METOC/METOC/METOC/BWTOC/BWTOCTOCTOCTOCTOCTOC/BWTOC/BWTOC/BWTOC/BWTOC/BWPoint TablePOINT121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150NORTHING178075.77178068.22178072.38178073.37178069.75178068.50178068.93178070.18178074.29178070.41178069.16178069.59178076.73178083.30178084.96178094.66178091.77178100.23178103.11178112.81178111.15178123.89178128.85178078.32178097.17178106.89178147.34178152.28178143.89178130.83EASTING1300091.051300083.051300079.131300074.801300072.221300072.191300057.321300057.361300053.471300049.361300049.321300034.461300040.841300046.701300044.841300053.491300056.721300064.271300061.041300069.701300071.561300082.941300087.371300062.291300079.121300082.521300154.511300154.641300178.421300178.08ELEV.38.5838.4238.3738.3538.4138.4338.3238.3138.3538.4238.4338.3038.4038.4038.4038.4038.4038.3838.4038.4038.4038.4038.4038.2038.2038.2036.3235.9636.1036.31DESC.TOC/BWTOC/BWTOC/BWTOC/BWTOC/BWTOC/BWTOC/BWTOC/BWTOC/BWTOC/BWTOC/BWTOC/BWTOCTOCTOCTOCTOCTOCTOCTOCTOCTOCTOCTOC/LPTOC/LPTOC/LPTOC/METOCTOCTOCPoint TablePOINT151152153154155156157158159160161162163164165166167168169170171172173174175176177178179180NORTHING178130.72178124.72178124.75178125.59178124.88178130.68178138.08178141.58178142.88178129.20178133.40178127.07178123.88178128.01178129.94178124.23178119.62178124.13178089.24178085.71178080.76178085.32178084.77178080.47178080.27178056.33178056.64178073.35178080.68178085.27EASTING1300182.081300181.921300180.931300180.511300179.191300175.341300168.111300163.191300163.941300117.251300122.361300126.391300122.541300118.181300161.471300167.061300161.141300156.731300163.741300170.361300179.621300181.761300183.141300181.161300188.741300188.101300176.111300176.551300167.101300161.17ELEV.36.2336.3336.3336.3036.3236.3936.4336.4436.3837.0137.0536.9436.9036.9936.9436.8936.8236.8636.7336.8436.7336.5836.5836.7036.3936.5136.5236.6136.7936.68DESC.TOCTOCTOCTOCTOCTOCTOC/BWTOC/BWTOCTOC/METOC/BWTOC/BWTOC/BWTOC/METOC/METOC/METOC/BWTOC/BWTOC/BWTOCTOCTOCTOC/METOC/METOC/METOC/METOC/METOCTOCTOC/BW1111111222222Point TablePOINT181182183184185186187188189190191192NORTHING178075.49178068.32178070.71178072.01178077.22178108.37178107.43178099.05178098.38178107.33178099.13178103.01EASTING1300131.521300129.301300123.811300124.551300127.531300108.501300114.421300114.241300108.271300115.081300114.901300167.03ELEV.36.2236.3436.3436.3136.2237.5837.4937.4937.5836.6936.5936.77DESC.TOCTOC/METOC/BWTOC/BWTOC/BWTOCTOC/BWTOC/BWTOCTOC/BWTOC/BWTOC/LP12211HOR: 1"=5' APRIL 2025CAG-25-044XX SURVEYOR XXTS, ECTS, EC, BDJTJJ.T. JOHNSON, G. ESTEPCITY OF RENTONVERTICAL: NAVD 1988HORIZONTAL: NAD 1983/19911-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigNO.BYDATEREVISION COMMENTSAPPR100% DESIGN25World Cup Legacy Square - Phase 1Community & Economic Development,Public Works, Parks & Recreation100% REVIEWSUBMITTALGRADING POINTSC2.3 NOTES1.SEE SHEETS C2.0, C2.1, C2.2 FORGRADING POINT PLAN LOCATIONSGRADING POINT LEGENDBWFGMETOCTOPXX1XX2BOTTOM OF WALL FACE AS IT MATCHES ADJACENT SURFACEFINISHED GRADEMATCH EXISTINGTOP OF CONCRETE / CONCRETE CURBTOP OF PAVEMENT (ASPHALT)ELEVATION TO MATCH BOTTOM STAIRS/ BOTTOM OF WALLFACE WITH ADJACENT SURFACEELEVATION TO MATCH TOP STAIRS/ BOTTOM OF WALL FACEWITH ADJACENT SURFACE
12HOR: 1"=10' APRIL 2025CAG-25-044XX SURVEYOR XXTS, ECTS, EC, BDJTJJ.T. JOHNSON, G. ESTEPCITY OF RENTONVERTICAL: NAVD 1988HORIZONTAL: NAD 1983/19911-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigNO.BYDATEREVISION COMMENTSAPPR100% DESIGN25World Cup Legacy Square - Phase 1Community & Economic Development,Public Works, Parks & Recreation100% REVIEWSUBMITTALUTILITY NOTESC3.0STORM DRAINAGE UTILITY NOTES1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTIONMEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY,THE APPLICANT, AND THE APPLICANT' S CONTRACTOR.2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, ANDFEDERAL PERMITS PRIOR TO CONSTRUCTION.3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED INACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGNMANUAL ( RENTON SWDM), RENTON MUNICIPAL CODE ( RMC), AND THE STANDARDSPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOTAND THE AMERICAN PUBLIC WORKS ASSOCIATION ( APWA). IT SHALL BE THE SOLERESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROMTHE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NOADDITIONAL COST TO THE CITY.4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOTCONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER, SEWER, GAS,ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAININGWALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION.THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THEAPPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRECOORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS INPROGRESS.6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BYFIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BECONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLERESPONSIBILITY OF THE APPLICANT AND THE APPLICANT' S CONTRACTOR TO INDEPENDENTLYVERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER ANDAVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THEIMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS-BUILT DRAWINGSALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS.THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS.7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATEPLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK,DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS.8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95%MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROLTESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHERINFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASESHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY.9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWEDUNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANYOPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATIONSTANDARDS.10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THESTART OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY,THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE ASSTAKED.11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR INCONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THECITY.12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION INACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FORROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THETRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT ANDCOMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRELENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALLPIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00, 220.10, AND 220. 20.13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5INSIDE AND OUTSIDE.14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITHDUCTILE IRON, BOLT- LOCKING LIDS PER THE CITY STANDARD PLAN 204. 10, 204. 20, 204. 30,204. 40, AND 204. 50. STRUCTURES SHALL HAVE: RECTANGULAR OR ROUND, SOLID LIDS WHENNOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. ROUND, SOLID LIDS WHEN NOTCOLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLICRIGHT- OF- WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLICRIGHT- OF- WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO.15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM.16.LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTEDTO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMS SHALL BEADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.17.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF- WAY SHALL BE OF SUFFICIENTLENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THEBOTTOM OF THE DITCH.18.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OFSOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE ( 1) FOOTAND SHALL MEET THEFOLLOWING SPECIFICATIONS:4 - 8 INCH ROCK / 40 - 70% PASSING;2 - 4 INCH ROCK / 30 - 40% PASSING; ANDLESS THAN 2 INCH ROCK / 10 - 20% PASSING.19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BEINTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCESYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTINGDRAINS SHALL NOT BE CONNECTED TO ON- SITE BMPS.20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT-LOCKING LID MARKED " STORM” OR " DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE ORAT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PERTHE CITY STANDARD PLAN 227. 00.21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYORLICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIORTO CONSTRUCTION.22.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED (PUBLIC AND PRIVATE) STORMCONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THECITY STANDARD PLAN 266. 00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THECITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/ ORPAVEMENT.23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED INACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND INTHE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTEDFOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED.24.FOR ALL DISTURBED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THEDEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILEAND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOILWITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264. 00.25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THEAPPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY CONNECTED WITHSTORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPERFUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURINGCONSTRUCTION.26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANYOTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TOPROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED.ANY WORK WITHIN THE TRAVELED RIGHT- OF- WAY THAT MAY INTERRUPT NORMAL TRAFFICFLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OFTHE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY.27.PROJECTS LOCATED WITHIN THE CITY' S AQUIFER PROTECTION AREA ( APA) SHALL COMPLYWITH SPECIAL REQUIREMENT # 6 OF THE RENTON SWDM AND AQUIFER PROTECTIONREGULATIONS ( RMC 4-3-050).28.PLACEMENT OF SURFACE APPURTENANCES ( CATCH BASIN/ MANHOLE LIDS, CLEANOUTS,INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVELLANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE.ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITHA NON- SLIP OR NON- SKID LID PER ADA REQUIREMENTS.29.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BEMAINTAINED BY THE APPLICANT.30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THERENTON SWDM.31.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER ATA MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACEHAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THISMINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT.COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OFWATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNTOF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEETTHE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHERTEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS ( E.G., PARKING AREAS),TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVINGWATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLEPAVERS SHALL BE TESTED USING ASTM C1781.SANITARY SEWER UTILITY NOTES1.ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS ANDSPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATESTEDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATIONS, AS APPROVED ANDMODIFIED BY THE CITY OF RENTON STANDARD PLANS& SPECIFICATIONS. A SET OF APPROVEDPLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.2.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988.HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/ 1991 UNLESS OTHERWISEAPPROVED BY THE CITY. BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THEAPPROVED PLANS.3.A PRE- CONSTRUCTION CONFERENCE AND A 24- HOUR NOTICE SHALL BE REQUIRED PRIOR TOSTARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TOSECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTINGCONSTRUCTION. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. ITSHALL BE THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.4.THE HOURS OF WORK IN THE STREET RIGHT- OF- WAY SHALL BE PER CITY SPECIFICATIONS ONWEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKSDEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TOBEGINNING ANY WORK WITHIN THE PUBLIC RIGHT- OF-WAY.5.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OFCONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTIONSITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.6.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THECONTRACTOR' S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TOAVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL COMPLY WITH THEREQUIREMENTS OF RCW 19. 122. A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWOBUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE ACOPY OF THE DIG TICKET ON SITE AT ALL TIMES.7.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSEAVERAGE DEPTH OF 12- INCHES, MAXIMUM DEPTH 18- INCHES, THOROUGHLY COMPACTINGEACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUSTEXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THETRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANKRUN GRAVEL FOR TRENCH BACKFILL( 9- 03. 19).8.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE( PVC) RUBBER- GASKETED ASTM D3034, SDR 35, C900/ C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BYTHE CITY.9.SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE( WALL, BUILDINGFOUNDATION, ETC.) UNLESS APPROVED BY THE CITY. IF A SANITARY SEWER IS TO BE LOCATEDUNDER ANY STRUCTURE( WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY APROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITHSTANDARD DETAIL 412.10.OPEN- CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYSSHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE( WSDOT SPECIFICATION 9-03.9( 3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY.11.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION INACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATESTEDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATION AS APPROVED ANDMODIFIED BY THE CITY IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALLINCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATIONMATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BESUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE INACCORDANCE WITH STANDARD PLAN 405.12.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THESATISFACTION OF THE CITY FOR THE PREVENTION OF ON- SITE EROSION BOTH DURINGCONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITHTHE CURRENT SURFACE WATER DESIGN MANUAL.13.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THESANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSEDPROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.WATER UTILITY NOTES1.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITYOF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS ANDWSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OFRENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVERCONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIORTO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BERESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.2.ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESSOTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1- 800-424- 5555 TO VERIFY UTILITYLOCATIONS BEFORE BEGINNING EXCAVATION.3.ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BENEW AND UNDAMAGED, AND CATALOG CUTS FOR ALL MATERIALS SHALL BE APPROVED INWRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON- SITE.4.ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESSCLASS 52 PER AWWA C 151 AND C104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICALJOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/ AWWAC110/ A21. 10- 82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MILBLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.5.MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FORPIPE DIAMETER OF 10 -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH ANDLARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONSMUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITYCONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TOCLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEEDONE- HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCHBACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BYTHE MODIFIED PROCTOR TEST METHOD ( MDD) IN ROADWAYS, ROADWAY SHOULDERS,ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPEZONE COMPACTION SHALL BE 95 MDD.6.CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED INPLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS ANDSHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OFHYDRANTS. MEGA -LUGS ( OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICALJOINTS IN ADDITION TO CONCRETE BLOCKING.7.ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGHTHEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE ANDPURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF ACITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVEPLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKINGFOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THENEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEWPIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE ANDPURITY TESTING.8.NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSUREOF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD.UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED,FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLICWORKS INSPECTOR.9.THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCEDEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THEEXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN ANDFITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS ANDFITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE,REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIREDFOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM.THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, ANDCOMPLETE SURFACE RESTORATION.STORM DRAINAGE UTILITY NOTES CONT'D
LOGAN AVE SS 3RD ST5SD #1, CB TYPE 1N: 178175.67E: 1300013.99RIM = 34.96IE (W) = 32.40 (8" SD IN)IE (SE) = 32.40 (8" SD IN)IE (NE) = 32.40 (8" SD OUT)22 LF 8" SD @ 0.47%IE (E) = 31.80 (12" EX. RCP SD IN)IE (SW) = 32.13 (8" SD IN)IE (W) = 31.80 (12" EX. RCP SD OUT)139 LF 6" SS @ 2.08%82 LF 6" SS @ 2.07%31 LF 8" SD @ 6.70%30 LF 8" SD @ 1.98%37 LF
8
"
S
D
@
2
.
7
2
%
53 LF
6
"
C
O
L
L
E
C
T
O
R
@
1
.
8
8
%16 LF 6" SS @ 3.03%28 LF 6" SS @ 2.07%SSMH #1, TYPE 1-48"NORTHING: 178115.72EASTING: 1299961.35RIM = 35.21IE (E) = 27.90 (6" SS IN)IE (N) = 27.90 (6" SS IN)IE (S) = 27.80 (8" SS OUT)53 LF 8" SD @ 0.50%35 LF 8" SD @ 2.43%9 LF 8" SS@ 105.02%14 LF 8" SD @ 2.19%13 LF 8" SD @ 7.25%VERTICAL BENDNORTHING: 178031.52EASTING: 1299959.41RIM = 26.43IE (N) = 25.70 (8" SS IN)IE (S) = 25.70 (8" SS OUT)12SD #2, CB TYPE 1N: 178061.95E: 1299980.59RIM = 35.01IE (W) = 32.00 (8" SD IN)IE (S) = 32.00 (8" SD OUT)SD #3, CB TYPE 1N: 178077.55E: 1300130.04RIM = 36.14IE (NW) = 33.53 (8" SD IN)IE (NE) = 33.70 (6" SD IN)IE (S) = 33.53 (8" SD OUT)7712" Ø AREA INLETNORTHING: 178103.27EASTING: 1300113.30RIM = 37.49IE (W) = 34.13 (8" SD IN)IE (SE) = 34.13 (8" SD OUT)36
L
F
4
"
T
D
@
0
.
5
0
%
74 LF 4" TD @ 0.50%11177 LF 6" COLLECTOR @ 1.00%HPIE = 35.4222.5-DEG WYENORTHING: 178112.19EASTING: 1300100.40IE (SE) = 30.80 (6" SS IN)IE (E) = 30.80 (6" SS IN)IE (W) = 30.80 (SS OUT)377 LF 4" TD @ 0.50%666655 LF 4" TD @ 0.50%511MPIE = 35.11HPIE = 35.27MPIE = 34.82MPIE = 35.00HPIE = 35.27HPIE = 35.22MPIE = 34.79HPIE = 33.72HPIE = 33.94HPIE = 34.22HPIE = 34.22HPIE = 34.22MPIE = 33.76MPIE = 33.76MPIE = 33.496HPIE = 33.94698EX. SD #506884, CB TYPE 1RIM = 34.51IE (N) = 31.06 (8" SD IN)IE (S) = 30.73 (12" EX. HDPE OUT)EX. SD #506878, CB TYPE 2-48"RIM = 35.47IE (S) = 32.72 (12" EX. HDPE IN)IE (N) = 32.52 (8" SD IN)IE (W) = 32.19 (12" EX. HDPE OUT)IE (E) = 34.96 (8" SD OUT)8" OUTLET PIPE CONNECTIONN: 178062.35E: 1299966.886" STORM CLEANOUTN: 178121.55E: 1299968.70RIM = 33.19IE = 33.16 (6" SD OUT)2TOP OF GRATE = 35.13START TRENCH DRAINN: 178117.40E: 1299968.15314 LF 6" SD @ 6.22%14 LF 6" SD @ 13.03%START TRENCH DRAINN: 178129.78E: 1299973.03TOP OF GRATE = 35.133START TRENCH DRAINN: 178106.68E: 1299998.99TOP OF GRATE = 35.50START TRENCH DRAINN: 178078.13E: 1300062.133TOP OF GRATE = 38.208" OUTLET PIPE CONNECTIONN: 178107.13E: 1300082.61IE (E) = 36.20 (8" SD OUT)157.52-DEG BENDN: 178097.17E: 1300079.12TOP OF GRATE = 38.2045-DEG BENDN: 178078.89E: 1300175.37IE (S) = 32.50 (8" SS IN)IE (NW) = 32.50 (8" SS OUT)1010108" OUTLET PIPE CONNECTIONN: 178155.57E: 1300042.63IE (NW) = 33.25 (8" SD OUT)END TRENCH DRAINN: 178155.91E: 1300042.94TOP OF GRATE = 35.503156" SEWER CLEANOUTN: 178112.19E: 1300102.40RIM = 37.92IE (W) = 30.84 (6" SS OUT)1313RIM = 35.34IE (S) = 28.47 (6" SS OUT)6" SEWER CLEANOUTN: 178143.31E: 1299961.996" SEWER CLEANOUTN: 178131.20E: 1299951.4813RIM = 35.45IE (SE) = 28.90 (6" SS OUT)6" SEWER CLEANOUTN: 178090.96E: 1299950.57RIM = 35.29IE (SE) = 28.80 (6" SS OUT)35 LF 8" SS @ 2.49%18 LF 8" SS @ 2.49%31 LF 8" SS @ 2.49%136" SEWER CLEANOUTN: 178062.84E: 1299960.13RIM = 34.91IE (S) = 26.48 (6" SS OUT)13IE (SE) = 32.50STORM DRAIN CAPN: 178183.56E: 1299993.97SERVICE LATERAL PLUGN: 178143.58E: 1299949.99156" STORM CLEANOUTN: 178126.46E: 1300151.31RIM = 36.87IE (SW) = 34.70 (6" SD OUT)2SD #1, CB TYPE 1N: 178175.67E: 1300013.99EX. CB# 1301, TYPE 1RIM = 34.47IE (E) = 31.80 (12" EX. RCP SD IN)IE (SW) = 32.13 (8" SD IN)IE (W) = 31.80 (12" EX. RCP SD OUT)53
L
F
8
"
S
D
@
0
.
5
0
%
53
L
F
8
"
S
D
@
0
.
5
0
%51413HOR: 1"=10' APRIL 2025CAG-25-044XX SURVEYOR XXTS, ECTS, EC, BDJTJJ.T. JOHNSON, G. ESTEPCITY OF RENTONVERTICAL: NAVD 1988HORIZONTAL: NAD 1983/19911-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigNO.BYDATEREVISION COMMENTSAPPR100% DESIGN25World Cup Legacy Square - Phase 1Community & Economic Development,Public Works, Parks & Recreation100% REVIEWSUBMITTALNUTILITY PLANC3.1MATCH LINE ASTORM DRAIN CONNECTIONMATCH LINE ASTORM DRAIN CONNECTIONUTILITY LEGENDSEE NOTES ON SHEET C3.0 FOR GENERAL NOTES FOR EACH UTILITY.APPROX LIMITS OF WORKEXISTING TYPE 1 CATCH BASINEXISTING TYPE 2 CATCH BASINTYPE 1 CATCH BASINSANITARY SEWER MANHOLEPIPE FITTINGUTILITY CLEANOUTSTORM DRAINAGE KEY NOTESINSTALL CATCH BASIN TYPE 1 PER COR STD PLAN 200.00.INSTALL RECTANGULAR SOLID METAL COVER PER COR STDPLAN 204.10.INSTALL STORM CLEANOUT PER COR STD PLAN 226.00.INSTALL TRENCH DRAIN PER DETAILS XX ON SHEET C3.2ADJUST EXISTING STORM DRAINAGE STRUCTURE TOFINISHED GRADECONNECT NEW STORM DRAINAGE PIPE TO EXISTING STORMDRAINAGE STRUCTURE.INSTALL 4" UNDER DRAIN CONNECTION TO 6" COLLECTORPIPE PER DETAIL XX ON SHEET C3.2.INSTALL 4" UNDER DRAIN CONNECTION TO 6" COLLECTORPIPE PER DETAIL XX ON SHEET C3.2.INSTALL 12" AREA DRAIN PER DETAIL XX ON SHEET C3.2INSTALL 6x8 TEE FITTINGINSTALL OUTLET CONNECTION FROM 4" TRENCH DRAIN TO8" OUTLET PIPE PER DETAIL XX ON SHEET C3.2.12345678910UTILITY NOTES:1.ALL STORM PIPE BEDDING AND TRENCH LIMITS SHALL BEINSTALLED PER COR STD PLAN 220.00.2.ALL SANITARY SEWER PIPE BEDDING PER COR STD PLAN405.00.3.ALL STORM DRAINAGE PIPING SHALL BE C900 PVC STORMPIPE, SIZE AS SHOWN ON PLAN.4.ALL SANITARY SEWER PIPING SHALL BE SDR 35 PVC SEWERPIPE, SIZE AS SHOWN ON PLAN.5.ALL UNDER DRAIN COLLECTOR PIPES SHALL BE SOLID ADSPIPE, SIZE AS SHOWN ON PLAN.6.ALL UNDER DRAIN PIPING SHALL BE PERFORATED ADS PIPE,SIZE SHOWN ON PLANS. ALL UNDER DRAIN PIPES SHALL BEINSTALLED WITH A MINIMUM 1.0% SLOPE FROM HIGHPOINT.7.ALL TRENCH DRAINS TO BE DURA TRENCH DTPF4 TRENCHDRAIN OR APPROVED EQUAL. TRENCH DRAIN SHALL BEINSTALLED TO ENSURE 6" MIN DEPTH AND 0.5% MIN SLOPE.AREA INLETFLOW DIRECTION ARROWSANITARY SEWER PIPESTORM DRAIN PIPETRENCH DRAINUNDER DRAIN, COLLECTOR PIPEWATER SERVICE LATERALSANITARY SEWER KEY NOTESINSTALL SANITARY SEWER MANHOLE PER COR STD PLAN400.10. INSTALL MANHOLE FRAME AND COVER PER CORSTD PLAN 401.20.INSTALL 8" SEWER LATERAL PER DETAIL XX ON SHEET C3.2INSTALL SEWER CLEANOUT PER COR STD PLAN 403.10.INSTALL 6" SEWER STUB WITH END CAP FOR FUTURECONNECTION11121314WATER SERVICE KEY NOTESINSTALL 1" METER IN EXISTING METER BOX AND STUB OUTA 1" SERVICE LATERAL WITH PLUG FOR FUTURECONNECTION PER COR STD PLAN 320.10.15
LOGAN AVE SS 3RD ST2" WHITE PAINTSTRIPES, TYP.FUTSAL COURTCONC SEAT WALLSINGLE SIDEDCONC BENCH4 FT FENCE AT TOPOF CONC WALLVIEWING AREACONC WALLPLANTER CONCSEAT WALLCONC STAIRSCOURT SURFACING(COLOR=BLUE, TYP.)CONC SIDEWALK4'x8' PLANTER AREAREUSE EX. GRATE, TYP.COURT SURFACING(COLOR=GREEN, TYP.)39.00'6.00'2.00'44.00'6.
0
0
'4.00'36.00'4.00'12
.
0
0
'R12.00'R6.00'12.00'COURT SURFACING(COLOR AS NOTED)6.75' Ø PLANTERAREA, TYP.COURT CENTERLINEAND CENTER COURTDRAIN AT LOWPOINT, SEE CIVIL.PLAY AREA SAFETYSURFACING &EQUIPMENT TO BEPART OF PHASE 2.POB FOR 2'x2' SCORING GRID.2POB FOR PARQUETSCORING PATTERN738CHAIN LINK FENCE ALONGTOP OF CONC WALL9CONC WALL1CONC STAIRS2CONC STAIRS24PLANTER CONCSEAT WALL4PLANTER CONCSEAT WALL45PLAY AREACONC WALL614EQ. SPACING ONSCORING BETWEENJOINTS ON RADIUS, TYP.CONC STAIRS2POB FOR PARQUETSCORING PATTERNPOB FOR 2'x2'SCORING GRID FORNORTH WALKWAYCONC SIDEWALKCONC WALKWAYMATCH EX ASPHALTPAVING, TYP.CHAIN LINK FENCE ALONGTOP OF CONC WALL9CONC WALL1CONC STAIRS2DRIVEWAYENTRANCE10DRIVEWAYENTRANCE10REMOVABLEBOLLARD &ADDITIONALATTACHMENTPLATE, TYP.13REMOVABLEBOLLARD, TYP.13REMOVABLEBOLLARD, TYP.13VIEWING AREACONC WALL715CONTINUE EX CONC 2'x2'GRID SCORING PATTERNFROM LOGAN AVE SCONTINUE EX CONC 2'x2'SCORING GRID PATTERNFROM LOGAN AVE SEXPANSIONJOINT TYP.12SCOREJOINT, TYP.11LANDSCAPEBOULDER164 FT FENCE AT TOPOF CONC WALL8FUTSAL COURTCONC SEAT WALL32.00'2.00'0.67'1.50'1.20'2.00'39.00'R10.00'SINGLE SIDEDCONC BENCH5SINGLE SIDEDCONC BENCH5SINGLE SIDEDCONC BENCH5VERTICALCONC CURB17CONTINUE EX CONC 2'x2'GRID SCORING PATTERNFROM LOGAN AVE SREMOVABLE BOLLARDATTACHMENT PLATE, TYP.13REMOVABLE BOLLARDATTACHMENT PLATE, TYP.13REMOVABLE BOLLARD &ADDITIONAL ATTACHMENTPLATE, TYP.13REMOVABLEBOLLARD &ADDITIONALATTACHMENTPLATE, TYP.13REMOVABLE BOLLARD & ADDITIONALATTACHMENT PLATE, TYP.13LANDSCAPEBOULDER162.00'16HOR: 1"=10' APRIL 2025CAG-25-044XX SURVEYOR XXTS, ECTS, EC, BDJTJJ.T. JOHNSON, G. ESTEPCITY OF RENTONVERTICAL: NAVD 1988HORIZONTAL: NAD 1983/19911-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigNO.BYDATEREVISION COMMENTSAPPR100% DESIGN25World Cup Legacy Square - Phase 1Community & Economic Development,Public Works, Parks & Recreation100% REVIEWSUBMITTALURBAN DESIGN PLANL1.0MATCH LINE BSANITARY SEWER CONNECTIONMATCH LINE ASTORM DRAIN CONNECTION NOTES1.SEE SHEET C3.2 AND C3.3 FOR UTILITY DETAILS.2.SEE SHEET L2.1 PLANTING AND LANDSCAPING DETAILSURBAN DESIGN KEY NOTESFUTSAL COURT CONC WALL, SEE DETAIL 6 ON SHEET L1.1CONC STAIRS, SEE DETAIL 4 ON SHEET L1.2FUTSAL COURT CONC SEAT WALL, SEE DETAIL 1 SHEET L1.1PLANTER CONC SEAT WALL AND CONC BENCH, SEE DETAIL 4SHEET L1.1SINGLE SIDE SEATING CONC BENCH, SEE DETAIL 5 SHEET L1.1PLAY AREA CONC WALL, SEE DETAIL 7 ON SHEET L1.1VIEWING AREA CONC WALL, SEE DETAIL 8 ON SHEET L1.14 FT TALL CHAIN LINK FENCE, SEE DETAIL XX SHEET L1.16 FT TALL CHAIN LINK FENCE & NETTING, SEE DETAIL XX SHEETL1.1CONC DRIVEWAY ENTRANCE, SEE DETAIL SHT L1.1CONC CONTROL JOINT, SEE DETAIL 7 AND 8 ON SHEET L1.2CONC EXPANSION JOINT, SEE DETAIL 7 AND 8 ON SHEET L1.2REMOVABLE BOLLARD AND ADDIITONAL ATTACHMENTS, SEEDETAIL XX SHEET L1.1COURT SURFACING, COLOR AS NOTED, SEE DETAIL XX ONSHEET L1.12" WHITE COURT STRIPING, SEE DETAIL XX, SHEET L1.1. COURTSTRIPING SHALL BE MIRRORED ABOUT COURT CENTERLINERELOCATED LANDSCAPE BOULDER. SEAT BOULDER PER DETAILXX ON SHEET L1.2CONC VERTICAL CURB, SEE DETAIL XX ON SHEET L1.21234567891011121314151617NMATCH LINE ASTORM DRAIN CONNECTIONMATCH LINE BSANITARY SEWER CONNECTION LEGENDSEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW.PROPERTY LINEAPPROX LIMITS OF WORK6' HIGH TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE6' HIGH TREE PROTECTION FENCE WITH CONCRETE SHOESCONC SCORING, SEE DETAIL 7 ON SHEET L1.2CONC EXPANSION JOINT, SEE DETAIL 8 ON SHEET L1.2
LOGAN AVE SS 3RD ST33333TRENCH DRAIN, SEEUTILITY PLANTRENCH DRAIN,SEE UTILITY PLANSSMH, SEEUTILITY PLANLUMINAIRE AND J-BOX,SEE LIGHTING ANDELECTRICAL PLANLUMINAIRE AND J-BOX,SEE LIGHTING ANDELECTRICAL PLANRELOCATEDEX BOULDERRELOCATEDEX BOULDERLUMINAIRE AND J-BOX, SEELIGHTING AND ELECTRICAL PLANLUMINAIRE AND J-BOX,SEE LIGHTING ANDELECTRICAL PLANLUMINAIRE AND J-BOX,SEE LIGHTING ANDELECTRICAL PLANJ-BOX, SEELIGHTING ANDELECTRICAL PLANJ-BOX, SEE LIGHTINGAND ELECTRICAL PLANLUMINAIRE AND J-BOX,SEE LIGHTING ANDELECTRICAL PLANRELOCATED EXELECTRICAL CABINET ,SEE LIGHTING ANDELECTRICAL PLANYARD DRAIN, SEEUTILITY PLANCATCH BASIN,SEE UTILITY PLANCATCH BASIN,SEE UTILITY PLANJ-BOX, SEE LIGHTINGAND ELECTRICAL PLANRELOCATEDEX BOULDERLUMINAIRE AND J-BOX, SEELIGHTING AND ELECTRICAL PLANLUMINAIRE AND J-BOX,SEE LIGHTING ANDELECTRICAL PLANRELOCATEDEX BOULDER2SDCB, SEEUTILITY PLAN111RELOCATEDEX BOULDERTRENCH DRAIN,SEE UTILITY PLAN20HOR: 1"=10' APRIL 2025CAG-25-044XX SURVEYOR XXTS, ECTS, EC, BDJTJJ.T. JOHNSON, G. ESTEPCITY OF RENTONVERTICAL: NAVD 1988HORIZONTAL: NAD 1983/19911-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigNO.BYDATEREVISION COMMENTSAPPR100% DESIGN25World Cup Legacy Square - Phase 1Community & Economic Development,Public Works, Parks & Recreation100% REVIEWSUBMITTALNLANDSCAPING PLANL2.0LANDSCAPING LEGENDAPPROX LIMITS OF WORKSEEDED LAWN INSTALLATIONARBORIST WOODCHIP MULCH ,2 IN. DEPTHFLEXIBLE POROUS SURFACETREATMENTSTREET TREE GRATEPROPOSED TREEEXISTING TREE TO REMAINLANDSCAPING KEY NOTESEXISTING TREE TO BE PROTECTED IN PLACE. CONTRACTORTO COORDINATE WITH CITY ARBORIST TO ENSUREADJACENT LANDSCAPING IS INSTALLED WITH MINIMALIMPACTS TO EXISTING TREES AND ROOT ZONES.INSTALL STREET TREE IN SIDEWALK ENSURING A MINIMUM25-FOOT CLEARANCE RADIUS BETWEEN EACH TREE.RELOCATE EXISTING BOULDER AT APPROXIMATE LOCATIONWITHIN LANDSCAPING AREAS PER DETAIL XX ON SHEET L2.1.CONTRACTOR TO ENSURE BOULDER LOCATION DOES NOTCONFLICT WITH IRRIGATION IMROVEMENTS AND ALL TREEPLACEMENTS1231L2.1LANDSCAPING NOTES:1.ALL NEW PLANTING AREAS SHALL HAVE AN AUTOMATICIRRIGATION SYSTEM WITH FULL COVERAGE FOR PLANTESTABLISHMENT.2.ALL PLANT MATERIALS SHALL BE ADAPTABLE TO THE SITECONDITIONS AND SHALL MEET THE MOST RECENT AMERICANSTANDARDS FOR NURSERY STOCK (ANSI Z60.1). TREES ARELISTED ON THE CITY OF RENTON "APPROVED TREE LIST".3.MINIMUM TREE REQUIREMENTS:3.1.ALL TREES SHALL BE LISTED ON THE CITY OF RENTON"APPROVED TREE LIST".3.2.INTERIOR PEDESTRIAN ACCESS AREAS AND STREETTREES: 2 IN. DIA. MIN.3.3.STREET TREE SPACING: 25 FT O.C.4.A TOTAL OF 8 IN. DEPTH OF TOP SOIL RICH IN ORGANICMATERIAL SHALL BE INSTALLED IN ALL NEW LANDSCAPEAREAS.5.SLOPES SHALL NOT EXCEED 3:1 FOR LAWN AREAS AND 2:1FOR OTHER PLANTED AREAS.6.ALL EXISTING LANDSCAPING AREAS AND TREES OUTSIDE OFTHE PROJECT LIMITS TO BE MAINTAINED AND PROTECTED INPLACE THROUGHOUT CONSTRUCTION.4L2.1TREE PLANTINGWITH SURFACINGTREATMENT , TYP2L2.1TREE PLANTINGWITHIN PLANTERAREA , TYPXX.XXTREE PLANTINGIN LANDSCAPINGAREA , TYPXX.XX
LOGAN AVE SS 3RD STTRENCH DRAIN, SEEUTILITY PLANTRENCH DRAIN,SEE UTILITY PLANSSMH, SEEUTILITY PLANLUMINAIRE AND J-BOX,SEE LIGHTING ANDELECTRICAL PLANLUMINAIRE AND J-BOX,SEE LIGHTING ANDELECTRICAL PLANLUMINAIRE AND J-BOX, SEELIGHTING AND ELECTRICAL PLANLUMINAIRE AND J-BOX,SEE LIGHTING ANDELECTRICAL PLANLUMINAIRE AND J-BOX,SEE LIGHTING ANDELECTRICAL PLANJ-BOX, SEELIGHTING ANDELECTRICAL PLANLUMINAIRE AND J-BOX,SEE LIGHTING ANDELECTRICAL PLANRELOCATED EXELECTRICAL CABINET ,SEE LIGHTING ANDELECTRICAL PLANYARD DRAIN, SEEUTILITY PLANCATCH BASIN,SEE UTILITY PLANCATCH BASIN,SEE UTILITY PLANJ-BOX, SEELIGHTING ANDELECTRICAL PLANLUMINAIRE AND J-BOX,SEE LIGHTING ANDELECTRICAL PLANLUMINAIRE AND J-BOX,SEE LIGHTING ANDELECTRICAL PLANSDCB, SEEUTILITY PLANTRENCH DRAIN,SEE UTILITY PLANJ-BOX, SEELIGHTING ANDELECTRICAL PLANRELOCATED EXBOULDER, SEELANDSCAPING PLANRELOCATED EXBOULDER, SEELANDSCAPING PLANRELOCATED EXBOULDER, SEELANDSCAPING PLANRELOCATED EXBOULDER, SEELANDSCAPING PLANTREE PLANTING, SEELANDSCAPING PLANTREE PLANTING, SEELANDSCAPING PLAN2314556TREE PLANTING, SEELANDSCAPING PLAN66LUMINAIRE AND J-BOX,SEE LIGHTING ANDELECTRICAL PLAN22HOR: 1"=10' APRIL 2025CAG-25-044XX SURVEYOR XXTS, ECTS, EC, BDJTJJ.T. JOHNSON, G. ESTEPCITY OF RENTONVERTICAL: NAVD 1988HORIZONTAL: NAD 1983/19911-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigNO.BYDATEREVISION COMMENTSAPPR100% DESIGN25World Cup Legacy Square - Phase 1Community & Economic Development,Public Works, Parks & Recreation100% REVIEWSUBMITTALNIRRIGATION PLANL3.0APPROX LIMITS OF WORKTREE PROTECTION FENCE, SEE SHEETD1.0.APPROXIMATE LOCATION OF EX 2"MAIN LINE2" MAIN LINE (SCH 40 PVC)PIPE SLEEVE (SCH 40 PVC)QUICK COUPLING VALVES: RAINBIRD44LRC WITH 44K COUPLER KEY SH-1HPSE SWIVEL & 2049 LID KEY ORAPPROVED EQUALRAINBIRD RWS-MINI ROOT WATERINGSYSTEM #RWS-M-B-1401 (0.25 GPMBUBBLER) OR APPROVED EQUAL;SYMBOL INDICATES 4 TOTAL PER TREEAUTOMATIC CONTROL VALVE WITHBALL VALVE - RAINBIRD PEB SERIESWITH RS-DIAL PRESSURE REGULATORMODULES OR APPROVED EQUALIRRIGATION NOTES:1.EX IRRIGATION IN GATEWAY PARK TO BE PARTIALLYDEMOLISHED, SEE SHEET D1.0 FOR THE DEMO EXTENTS.REMAINING PORTION OF THE EX IRRIGATION SYSTEM TO BEOFFLINE DURING THE DURATION OF CONSTRUCTION.CONTRACTOR WILL BE REQUIRED TO MANUALLY WATER THEREMAINING LANDSCAPING AREAS DURING THE DRY SEASON.SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.2.ACTIVATE AND INVENTORY THE WORKING ORDER OF THE EXIRRIGATION SYSTEM WITH THE OWNER'S REP PRIOR TOBEGINNING CONSTRUCTION. THE CONTRACTOR ISRESPONSIBLE FOR RESTORING THE EX IRRIGATION SYSTEM TOREMAIN THAT IS DAMAGED BY CONSTRUCTION ACTIVITIES TOITS PRECONSTRUCTION CONDITIONS. SEE SPECIFICATIONS FORADDITIONAL REQUIREMENTS3.ADJUST ALL IRRIGATION HEADS TO PROVIDE THE SPECIFIEDCOVERAGE. SET ALL HEADS BACK FROM CURBS, PAVING, ANDWALLS.4.LOCATION OF IRRIGATION MAINLINE LATERALS ARESCHEMATIC ONLY, AND SHALL OCCUR IN PLANTING AREASUNLESS SLEEVING IS SHOWN. IF SLEEVES ARE SHOWN THEYARE TO BE STRAIGHT RUNS TYP. CONTRACTOR TO MAKEMINOR CHANGES AND COORDINATE WITH OWNER'S REPWITH ACTUAL AS-BUILT DIMENSIONS AND CONDITIONS.5.VALVE BOXES SHALL BE LOCATED IN SHRUB PLANTING AREASONLY. LOCATE IN APPROXIMATE LOCATIONS SHOWN ONPLAN.6.ANTICIPATED AVAILABLE STATIC WATER PRESSURE IS 71 PSI,AS PROVIDED BY CITY OF RENTON. CONTRACTOR TO VERIFYEXACT PRESSURE AT POINT OF CONNECTION PRIOR TO STARTOF WORK.7.WHERE IRRIGATION PIPES IS SHOWN ADJACENT OR UNDEREXISTING TREES, MAKE MINOR ROUTE ADJUSTMENTS TOAVOID TRENCHING THROUGH LARGE TREES ROOTS. CITYARBORIST MUST BE PRESENT FOR ANY TRENCHING THATOCCURS WITHIN THE TREE PROTECTION AREA.8.CONNECT ALL NEW CONTROL VALVES USING 2-WIRECONNECTION AND TORO SB-DAC DECODERS. LABEL ALLVALVES WITH CHRISTY'S ID.STD.Y2 YELLOW TAGS ORAPPROVED EQUAL.9.REFER TO IRRIGATION SPECIFICATIONS FOR ADDITIONALREQUIREMENTS.IRRIGATION LEGENDIRRIGATION KEY NOTESEX 2" IRRIGATION MAIN LINE AND VALVE SYSTEM TOREMAIN. CONTRACTOR TO VERIFY LOCATION OF EX 2"IRRIGATION MAIN PRIOR TO CONSTRUCTING ANY LATERALCONNECTIONS.CONNECT 2" IRRIGATION LATERAL TO EX 2" MAIN LINE.CONNECT 1-1/2" IRRIGATION LATERAL TO EX 2" MAIN LINE.4" SLEEVE, 2" IRRIGATION LATERAL4" SLEEVE, 1-1/2" IRRIGATION LATERAL2" SLEEVE, 1" IRRIGATION LATERAL123456PIPE SIZE LEGENDSYMBOLDESCRIPTIONRADIUSPRESSUREGPM + 10%RAINBIRD 3504-PC-SAM OR APPROVED EQUAL22'-0"351.01RAINBIRD 3504-PC-SAM OR APPROVED EQUAL30'-0"352.86RAINBIRD 3504-PC-SAM OR APPROVED EQUAL30'-0"352.861" IRRIGATION LATERAL1-1/2" IRRIGATION LATERAL2" IRRIGATION LATERALGPM2"#XX.XXXX.XXXX.XXCIRCUIT #VALVE SIZEXX.XX2"1XX.XX2"2XX.XX1"3XX.XX1-1/2"4XX.XX2"5XX.XX1"6IRRIGATION SCHEDULE
LOGAN AVE SS 3RD STTRENCH DRAIN, SEEUTILITY PLANTRENCH DRAIN,SEE UTILITY PLANSSMH, SEEUTILITY PLANYARD DRAIN, SEEUTILITY PLAN8(2) 2" CONDUITSDCB, SEEUTILITY PLAN92RECESSED TREELIGHTING, TYP12LANDSCAPINGSPOTLIGHT, TYP111" LIGHTINGCONDUIT, TYP31" LIGHTINGCONDUIT, TYP3(4) 2" CONDUIT2(4) 2" CONDUIT2(4) 2" CONDUIT29898(4) 2" CONDUIT2(4) 2" CONDUITXX69(4) 2" CONDUIT296(4) 2" CONDUIT26(4) 2" CONDUIT269REROUTE CONDUITTO EX J-BOX13RELOCATED PSE CABINETAND CONC PAD1(4) 2" CONDUIT21" LIGHTINGCONDUIT, TYP48969(4) 2" CONDUIT2(4) 2" CONDUIT299(1) 2" CONDUIT2101010(4) 2" CONDUIT2(3) 1" CONDUIT3TRENCH DRAIN, SEEUTILITY PLAN649SEE NOTE 119SDCB, SEEUTILITY PLAN79SDCB, SEEUTILITY PLAN24HOR: 1"=10' APRIL 2025CAG-25-044XX SURVEYOR XXTS, ECTS, EC, BDJTJJ.T. JOHNSON, G. ESTEPCITY OF RENTONVERTICAL: NAVD 1988HORIZONTAL: NAD 1983/19911-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigNO.BYDATEREVISION COMMENTSAPPR100% DESIGN25World Cup Legacy Square - Phase 1Community & Economic Development,Public Works, Parks & Recreation100% REVIEWSUBMITTALNLIGHTING AND ELECTRICAL PLANE1.0ELECTRICAL LEGENDAPPROX LIMITS OF WORK2-INCH CONDUIT1-INCH CONDUITRECESSED STRIP LIGHTINGRECONNECTED POWER CONDUITFUTSAL COURT LUMINAIREPEDESTRIAN LUMINAIREJ-BOX TYPE 2BOLLARD RECEPTACLERECESSED TREE LIGHTING FIXTURELANDSCAPING SPOTLIGHT FIXTUREELECTRICAL CONC PADELECTRICAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH CODES ASADOPTED BY THE CITY OF RENTON, KING COUNTY, AND THESTATE OF WASHINGTON.2.REFER TO TESC AND DEMOLITION PLAN FOR DEMOLITION,SALVAGE, AND STOCKPILE COORDINATION OF EXISTINGLUMINAIRES AND J-BOXES.3.REFER TO CIVIL SHEETS FOR FINISHED GRADES.4.J-BOX LOCATIONS AND CONDUIT ROUTING ARE SCHEMATIC,ALIGN ALL JUNCTION BOXES WITH PAVEMENT JOINTS IFFEASIBLE. CONDUIT ROUTING SHALL AVOID CRITICAL ROOTZONE. IF CONDUIT MUST BE ROUTED WITHIN THE CITICALROOT ZONE, CITY ARBORIST TO BE PRESENT DURINGINSTALLATION. CONTRACTOR TO SUBMIT CONDUIT ANDJ-BOX LAYOUT PLAN TO OWNER'S REP PRIOR TOINSTALLATION.5.MAINTAIN AND PROTECT ALL EX UNDERGROUND UTILITIES.CONTRACTOR TO LOCATE ALL EX UTILITIES PRIOR TO ANYEXCAVATION. PRIOR TO STARTING CONSTRUCTION,CONTRACTOR SHALL CALL 811 LOCATES FOR UTILITYLOCATIONS.6.ALL SPARE/EMPTY CONDUIT TO BE PROVIDED WITH NYLONPULL STRINGS.7.ALL J-BOXES AND CONDUITS ARE SHOWN IN APPROXIMATELOCATIONS. VERIFY LOCATION OF PROPERTY LINE,EASEMENTS, AND UTILITIES PRIOR TO PLACEMENT.8.CAP ALL UNUSED CONDUITS. WHERE CONDUITS ARE CAPPEDMARK LOCATION WITH AN ELECTRICAL MARKER.9.FIELD BENDING OF STRAIGHT CONDUIT SECTIONS INTO LONGRADIUS SWEEPS IS PREFERRED.10.GROUND ALL IN-GROUND J-BOXES, HAND HOLES, AND PULLBOXES PER MOST CURRENT VERSION OF THE NEC.11.ELECTRICAL DESIGN AND ROUTING WITHIN STAGE AREA TOBE COMPLETED DURING PHASE 2 AND IS NOT INCLUDED ASPART OF THIS CONTRACT.ELECTRICAL KEY NOTESEXISTING SERVICE CABINET TO BE RELOCATED BY OTHERS.SERVICE CABINET TO BE INSTALLED PER COR STD PLAN122.1. CABINET CONC FOUNDATION TO BE INSTALLED PERCOR STD PLAN 126.10 AND 126.20INSTALL 2" PVC SCHED 80 CONDUITINSTALL 1" PVC SCHED 80 CONDUITINSTALL 1" PVC CONDUIT STUB FOR LANDSCAPINGSPOTLIGHTS AND RECESSED STRIP LIGHTING FOR FUTURECONNECTIONINSTALL LUMINAIRE AND J-BOX CONC PAD PER COR STDPLAN 120.00LUMINAIRE POLE TO BE REPURPOSED AND RELOCATEDFROM GATEWAY PARK AND PAVILION PARK. CONTRACTORSHALL PROVIDE SHOP DRAWINGS OF EACH EXISTINGLUMINAIRE BOLT PLATE LAYOUT TO WONER'S REP PRIOR TOINSTALLING LUMINAIRE TO FOUNDATION. LUMINAIRE TO BEINSTALLED PER COR STD PLAN XXX.XX. LUMINAIREELECTRICAL WIRING SYSTEM TO BE INSTALL PER COR STDPLAN 119.00.INSTALL (2) 2" CONDUIT STUBS FROM RELOCATED SERVICECABINET FOR FUTURE CONNECTIONINSTALL 30' STEEL FUTSAL LUMINAIRE POLE AND ARMMOUNT PER MANUFACTURER'S RECOMMENDATIONS, SEESPECIFICATIONS. LUMINAIRE POLE FOUNDATION TO BECONSTRUCTED PER COR STD PLAN 117.1A.INSTALL J-BOX, WSDOT TYPE II WITH NON-SKID COVER PERWSDOT STD PLAN J-40.10 AND COR STD PLAN 120.00.LUMINAIRE CONDUITS TO BE INSTALLED PER COR STD PLAN119.00INSTALL RECEPTACLE BOLLARD PER DETAIL XX ON SHEET XX.INSTALL LANDSCAPING SPOTLIGHT FIXTURE PER DETAIL XXON SHEET XX.INSTALL RECCESED TREE LIGHTING FIXTURE PER DETAIL XXON SHEET XX.RECONNECT CONDUIT FROM RELOCATED PSE CABINET TOEXISTING J-BOX12345678910111213