HomeMy WebLinkAboutAPPROVED_Southport_Park_Ave_REV1_211018.pdf7+328+009+0010+0011+0012+0013
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0PSE STANDARD SECURITYFENCE ALONG INTERIORSITE LIMIT. SEE DETAILSEE SHEETPM-01 FORSITE SIGNAGE1C-411PARK AVENUEEXTENSION PROJECTTO BE BUILT BY THECITY. SHOWN FORREFERENCE ONLY.CENTER LINE OF ROADDESIGN PROFILEPARCEL ASEE TYPICAL PRIVATE STREETSECTION ON SHEET C-201R: 15'L: 20.16'Δ: 76°59'36.7"R=83.00'L=83.03'D=057°
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"BP: 7+32.10EP: 15+49.78PI: 15+00.22PC: 9+43.28PC: 12+23.01PT: 10+34.03PT: 14+55.86PRC: 13+72.82Mid: 9+88.65Mid: 12+97.92Mid: 14+14.34S45°53'12"W - 211.18'R=86.00'L=90.75'D=060°27'29"S14°34'17"E - 188.98'R=8
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22'0.5'6'PC: 12+22.2 (14.0' LT)PT: 13+72.2 (16.0' LT)PT: 14+57.2 (16.5' LT)MID: 12+96.5 (15.0' LT)MID: 14+14.7 (16.0' LT)MID: 14+50.7 (24.0' RT)PT: 13+95.1 (26.6' RT)PT: 13+55.6 (22.0' RT)MID: 12+89.3 (22.0' RT)PC: 12+23.0 (22.0' RT)R: 99'L: 100.82'Δ: 58°20'57.5"R: 71'L: 124.04'Δ: 100°05'46.5"R: 108'L: 166.51'Δ: 88°20'14.3"R: 59'L: 77.69'Δ: 75°26'46.7"STA 10+89.4 (28.5' RT)STA 12+31.2 (29.1' RT)STA 12+56.2 (32.6' RT)ROCKERYSEE DETAIL1 C-212STA 11+02.2 (31.5' RT)STA 10+98.3 (28.7' RT)STA 11+09.4 (28.5' RT)END PAVING AND CURB WORK ATSTATION=14+75.000102040SCALE 1"=20'g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)LegendLIMITS OF CONSTRUCTIONPSE STANDARD SECURITY FENCINGPSE STANDARD SECURITY FENCING& LIMITS OF CONSTRUCTIONAREAS OF OVERLAPSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editPROPOSED DITCHNotes1. ROCKERY STATION AND OFFSETS ARE TAKEN AT TOP BACK OF ROCK1 C-212TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 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.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082HORIZONTAL CONTROL PLAN OVERALL3RDEVELOPMENT ENGINEERINGBrianne Bannwarth 10/18/2021
PARCEL A7+328+009+0010+0011+0012+0013
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y Park Avenue North22.4522.1022.08CB#A11 CB TYPE IRIM=26.00IE=22.00 12"(IN)EIE=22.00 12"(OUT)NW74 LF
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.7%CB#A10 CB TYPE IRIM=24.27IE=21.48 12"(IN)SEIE=21.48 12"(OUT)N92 LF 12" DI @ 0.5%CB#A9 CB TYPE IRIM=23.20IE=21.02 12"(IN)SIE=21.02 12"(OUT)N93 LF 12" DI @ 0.5%CB#A8 CB TYPE IRIM=22.48IE=20.56 12"(IN)SIE=20.56 12"(OUT)NEX 18" PSE BYPASSSTORM SYSTEMCENTERLINE OFROAD DESIGNPROFILE21.6021.6621.70NOTE:PROPOSED STORM WATERSYSTEM IS PRIVATELYOWNED AND MAINTAINEDCONNECT TO EX CBIE=18.00 12" (IN)SEIE=18.00 18"(OUT)NWCONNECT TO EX CBIE=18.36 8"(IN)SWIE=18.36 8"(OUT)NECONTRACTOR TO RAISE RIM TOGRADE AND INSTALL NON-SKID LIDRIM=23.4512" WATER MAIN IN 24"STEEL CASINGCONSTRUCTED BYPUBLIC PORTION OFPARK AVENUEEXTENSION PROJECT.SHOWN FORREFERENCE ONLY32.0038 LF 12"DI @ 0.9%21.70CB#C1 CB TYPE I-LRIM=22.00IE=18.45 12"(IN)SWIE=17.95 18"(IN)SE (EX)IE=17.95 18"(OUT)NW (EX)CB#C2 CB TYPE IRIM=21.97IE=19.67 12"(OUT)NE1 CARTRIDGE STORMFILTERSEE DETAILCB#A7 CB TYPE IRIM=22.31IE=20.14 12"(IN)SIE=20.14 12"(OUT)N42 LF 12" DI @ 1.0%77 L
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%CB#A12 CB TYPE IRIM=28.52IE=24.52 12"(IN)EIE=24.52 12"(OUT)WCB#A13 CB TYPE IRIM=30.40IE=26.40 12"(IN)EIE=26.40 12"(OUT)W57 LF 12"
PVC @ 3.3%40 LF 12"PVC @ 3.1%CB#A14 CB TYPE IRIM=31.30IE=27.65 12"(IN)NEIE=27.65 12"(OUT)W41 LF 12"PVC @ 3.1%PROPOSEDFENCEADA RAMP SEE DETAIL6C-212ADA RAMPSEE DETAIL1 C-2125'36 LF 12" DI @ 3.4%TW=24.10BW=23.00TW=25.10BW=23.00TW=25.55BW=23.50TW=24.50BW=24.00PARK AVENUEEXTENSION PROJECTTO BE BUILT BY THECITY. SHOWN FORREFERENCE ONLY.17 LF 12"DI @ 1.0%CB#B1 CB TYPE IRIM=22.52IE=18.17 8"(IN)SEIE=18.17 12"(OUT)N19 LF 8"DI @ 0.6%RAISE MH LID TO GRADECB#D1 CB TYPE IRIM=21.76CONNECT TO EX8" STORM DRAINBP: 7+32.10EP: 15+49.78PI: 15+00.22PC: 9+43.28PC: 12+23.01PT: 10+34.03PT: 14+55.86PRC: 13+72.82Mid: 9+88.65Mid: 12+97.92Mid: 14+14.34CB#A5 CB TYPE IRIM=21.50IE=19.50 12"(IN)SEIE=18.45 12"(OUT)N4 CARTRIDGE STORMFILTERSEE DETAIL30 LF 12"DI @ 1.0%CB#A6 CB TYPE IRIM=22.15IE=19.80 12"(IN)SIE=19.80 12"(OUT)NW######4C-21030' DRIVEWAY APRONAND CONCRETE PADSEE ENLARGEMENT3C-21212" SDCORIM TO GRADEIE=28.91CONNECT TO EX CBIE=19.41 8"(OUT)N126 LF 8" DI @ 0.9%CB#A4 CB TYPE IRIM=22.53IE=17.70 12"(IN)SIE=17.70 18"(OUT)NWW/ SOLIDLOCKING LID106 LF 12"DI @ 0.7%TW=23.50BW=23.0022.3822.5422.7222.17RIDGE LINE22.6422.48APPLY ECO - MIX HYDROSEEDON ALL 3:1 FILL SLOPESLEVEL PAD FORFUTURE DESIGN -BUILD SIGN (UNDERSEPARATE PERMIT)REMOVE THRU-CURB FRAMEAND GRATE & REPLACE WITHNEW STANDARD FRAME WITHADA HERRINGBONE GRATEPLACE ADDITIONALSTRUCTURAL FILL SOIL AT BASEOF SLOPE TO ELIMINATE LOWPOINT AS NEEDED TO PREVENTPONDING AGAINST SLOPEEND PAVING AND CURB WORK ATSTATION=14+75.00STATION=15+00.22TEMPORARY 1.5:1 SLOPE DOWN TO EXISTING. FINAL GRADING AND PAVINGSHALL BE COMPLETED BY THE CITYEL=32.18TC 31.86BC 31.3631.90TC 32.37BC 31.87LegendSTORM FILTER CBSTORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/COFH/FDC/PIV/VALVEWATER VAULT/METERWATER MAINSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBFLUSH CONCRETE CURBROCKERY WALLGRAVEL0102040SCALE 1"=20'TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 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.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082ROADWAY GRADING AND DRAINAGE PLAN7CONTINUED - SEE SHEET C-202
RDEVELOPMENT ENGINEERINGBrianne Bannwarth 10/18/2021
13+5014+0014+5015+0015+20STA 15+00.22PARK AVENUE TIE INEL=32.18PROPOSED GRADE22.0829.0822.0829.4621.9129.8221.7130.1521.6230.4521.76
30.72
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30.96
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31.96
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23.26 1.10%100' VCPVI STA 14+00.00EL=31.08'K=34.48BVC STA 13+50.00EL=29.08
EVC STA 14+50.00
EL=31.63PROPOSED GRADE@ ℄ ROADEXISTING GRADE@ ℄ ROAD12" WATER MAIN IN 24" STEEL CASINGCONSTRUCTED BY PUBLIC PORTION OFPARK AVENUE EXTENSION PROJECT.SHOWN FOR REFERENCE ONLYBNSF ROWCB#A12 CB TYPE IRIM=28.52IE=24.52 12"(IN)EIE=24.52 12"(OUT)W57 LF 12" PVC @ 3.3%CB#A13 CB TYPE IRIM=30.40IE=26.40 12"(IN)EIE=26.40 12"(OUT)W40 LF 12" PVC @ 3.1%CB#A14 CB TYPE IRIM=31.30IE=27.65 12"(IN)NEIE=27.65 12"(OUT)W12" SECO-STORM X'INGIE=28.36Typical Private Road Section STA 10+38.89 to 12+23.012.0%11'TRAVEL LANE11'TRAVEL LANE1ASPHALTPER DETAIL2313SIDEWALK PER COR STDPLAN 102 SEE DETAILROADWAY BASEPER DETAIL24CURBS PER COR STDPLAN 103 SEE DETAIL6'4'MIN.(VARIES)14'TRAVEL LANEMAX312.5'PROPOSEDGRADE5ROCKERYPER DETAIL56C-4104C-4106C-4103C-4101 C-212 ROADWAY PLAN, PROFILE & DRAINAGETENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 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.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082 051020SCALE 1"=10' HORZ, 1"=5 VERTCONTINUED - SEE SHEET C-202
13RDEVELOPMENT ENGINEERINGBrianne Bannwarth 10/18/2021
PARCEL A7+328+009+0010+0011+0012+0013
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PARK AVENUEEXTENSIONPROJECT TO BEBUILT BY THECITY. SHOWN FORREFERENCE ONLY.(1) 12" CAP (RJ) W/ 2" TEMPBLOW-OFF ASSEMBLY PERCITY OF RENTON STD PLAN340.2STA 13+71.36 (33.60) RT(1) FIRE HYDRANTASSEMBLY PER CORSTDS 27 LF 6" W DI CL52W/THRUST BLOCKINGSTA 10+65.5 (30.6' RT)(1) FIRE HYDRANTASSEMBLY PER COR STDS21 LF 6" DI CL52W/THRUST BLOCKINGINSTALL 12" CAP AT STA 14+95.42.(1) MEGALUG (RJ) WITH RODCONNECTION TO DEADMANTHRUST RESTRAINTCITY WATER MAININSTALLEDWITHIN PIPECASING UNDERBNSF TRACKSEXISTING FDC ANDPIV TO REMAINEXISTING FDC AND PIV TO REMAIN(1) FIRE HYDRANTASSEMBLY PER COR STDS26 LF 6" DI CL52W/THRUST BLOCKING11'15'EXISTING 15-FTPUBLIC WATEREASEMENT15'PROPOSED 15-FT PUBLICWATER EASEMENTJOINT UTILITY TRENCH FORFUTURE USE. CAP ALLPATHWAYS AND ROUTE (1)6"CONDUIT VERTICALLY TOGRADE & CAP WITH THREADEDPVC CAP AND CONCRETE RINGSEE DETAIL4C-311JOINT UTILITY TRENCH FOR FUTUREUSE. CAP ALL PATHWAYS AND ROUTE(1)6" CONDUIT VERTICALLY TO GRADE& CAP WITH THREADED PVC CAP ANDCONCRETE RING SEE DETAIL4C-3115'5'5'5'ALTERNATE 1 - WATER MAIN EXTENSION TO BE BID AS PROJECTALTERNATE AND INSTALLED AT OWNER DISCRETION. WATER MAINCONSTRUCTION NOT A REQUIREMENT FOR ROAD CONSTRUCTION.WATER SYSTEM AND WATER INSTALLATION NOT REQUIRED UNTILFUTURE OFFICE CONSTRUCTION.PROPOSED WATER MAIN EXTENSION SOUTH OFTEE IS PART OF ALTERNATE. TEMPORARY 12" CAPW/ THRUST BLOCKING TO BE PLACED SOUTH OFTEE SHOULD ALTERNATE NOT BE CONSTRUCTED(1) 12" 22.5 BEND (RJ)W/ THRUST BLOCKINGSTA=9+49.31OFFSET=2.230(1) 12" 22.5 BEND (RJ)W/ THRUST BLOCKINGSTA=10+34.49OFFSET=10.000(1) 12" 22.5 BEND (RJ)W/ THRUST BLOCKINGSTA=10+10.80OFFSET=5.886(1) 12" 22.5 BEND (RJ)W/ THRUST BLOCKINGSTA=12+23.03OFFSET=10.000(1) 12" 45 BEND (RJ)W/ THRUST BLOCKINGSTA=12+84.97OFFSET=8.549(1) 12" 45 BEND (RJ)W/ THRUST BLOCKINGSTA=14+57.87OFFSET=-10.160(1) 12" 11.25 BEND (RJ)W/ THRUST BLOCKINGSTA=13+83.65OFFSET=5.260(1) 12" 22.5 BEND (RJ)W/ THRUST BLOCKINGSTA=13+49.03OFFSET=3.046(1) 12" X 6" TEE (RJ)(1) 6" GATE VALVE (RJ)W/ THRUST BLOCKINGSTA=9+58.34OFFSET=-0.102(1) 12" TEE (FL)(2) 12" GATE VALVE (FLXRJ)(1) 12" FL X RJ ADAPTORW/ THRUST BLOCKINGSTA=14+80.62OFFSET=-6.775CONNECT TO EXISTING 12-INCH WATER LINEAT EXISTING GATE VALVE (RJ)REMOVE EX PLUG (RJ) AND THRUST BLOCKINGFOR CONNECTION WATER MAIN CONNECTIONPER CITY OF RENTON STANDARD PLAN 300.5.FINAL CONNECTION TO BE MADE BY CITY FORCES.STA=9+34.65OFFSET=2.037(1) 12" X 6" TEE (FL)(1) 12" FL X RJ ADAPTOR(1) 12" GATE VALVE (FLXRJ)(1) 6" GATE VALVE (FLXRJ)W/ THRUST BLOCKINGSTA=13+76.22OFFSET=4.599(1) 12" X 6" TEE (FL)(1) 6" GATE VALVE (FLXRJ)(1) 12" FL X RJ ADAPTOR(1) 12" GAVE VALVE (FLXRJ)W/ THRUST BLOCKINGSTA=10+65.49OFFSET=10.00052 LF 12" DI CL5225 LF 12" DI CL5266 LF
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2 21 LF 12"DI CL5214 LF 12"DI CL525 LF 12" DI CL5229 LF 12" DI CL52156 LF 12" DI CL5226 LF 12" DI CL528 LF 12"DI CL52(1) DEADMAN THRUST RESTRAINTSTA=14+83.67OFFSET=-6.32CONNECT DEADMAN TO MEGALUG(RJ)14 LF 12"DI CL520102040SCALE 1"=20'g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)WATER VAULT/METERLegendSTORM FILTER CBSTORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/COSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBFLUSH CONCRETE CURBROCKERY WALLWATER MAIN12" DI WFH/FDC/PIV/VALVEFHFDCPIVWVELECTRICAL SERVICEELECTRICAL JBOX/VAULTPROPOSED DITCHUTILITY PLANTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 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.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-0000821W (1) fire hydrantassembly per cor stds12'lf w di cl52w/thrust blocking12"x12" VERTICAL CROSS (MJxFL)POLYPIGGING STATION PER CITYOF RENTON STD PLAN 300.6SHACKLE TO DEAD -MAN BLOCKDEVELOPMENT ENGINEERINGBrianne Bannwarth 10/18/2021
Park Avenue ExtensionScale: 1"=5' V. 1"=20' H1015202530351015202530359+0010+0011+0012+00Park Avenue ExtensionScale: 1"=5' V. 1"=20' H10152025303510152025303513+0014+0015+0016+00(1) 12" 22.5 BEND (RJ)W/ THRUST BLOCKINGSTA=9+49.31OFFSET=2.230(1) 12" X 6" TEE (RJ)(1) 6" GATE VALVE (RJ)W/ THRUST BLOCKINGSTA=9+58.34OFFSET=-0.102(1) 12" 22.5 BEND (RJ)
W/ THRUST BLOCKING
STA=10+10.80
OFFSET=5.886
(1) 12" 22.5 BEND (RJ)
W/ THRUST BLOCKING
STA=10+34.49
OFFSET=10.000
(1) 12" X 6" TEE (FL)
(1) 6" GATE VALVE (FLXRJ)
(1) 12" FL X RJ ADAPTOR
(1) 12" GAVE VALVE (FLXRJ)
W/ THRUST BLOCKING
STA=10+65.49
OFFSET=10.000
(1) 12" 22.5 BEND (RJ)W/ THRUST BLOCKINGSTA=12+23.03
OFFSET=10.000
(1) 12" 45 BEND (RJ)
W/ THRUST BLOCKING
STA=12+84.97
OFFSET=8.549
(1) 12" 22.5 BEND (RJ)W/ THRUST BLOCKINGSTA=13+49.03OFFSET=3.046(1) 12" X 6" TEE (FL)
(1) 12" FL X RJ ADAPTOR
(1) 12" GATE VALVE (FLXRJ)
(1) 6" GATE VALVE (FLXRJ)
W/ THRUST BLOCKING
STA=13+76.22
OFFSET=4.599 (1) 12" 11.25 BEND (RJ)W/ THRUST BLOCKINGSTA=13+83.65OFFSET=5.260(1) 12" 45 BEND (RJ)
W/ THRUST BLOCKING
STA=14+57.87
OFFSET=-10.160
(1) 12" TEE (FL)
(2) 12" GATE VALVE (FLXRJ)
(1) 12" FL X RJ ADAPTOR
W/ THRUST BLOCKING
STA=14+80.62
OFFSET=-6.775 12" SECO-STORM X'INGIE=28.36156 LF 12" DI CL5229 LF 12" DI CL5225 LF 12" DI CL5252 LF 12" DI CL5214 LF 12"DI CL52156 LF 12"DI CL5266 LF 12" DI CL5266 LF 12" DI CL525 LF 12" DI CL5274 LF 12" DI CL5221 LF 12" DI CL52CONNECT TO EXISTING 12-INCH WATER LINEAT EXISTING GATE VALVE (RJ)REMOVE EX PLUG (RJ) AND THRUST BLOCKINGFOR CONNECTION WATER MAIN CONNECTIONPER CITY OF RENTON STANDARD PLAN 300.5.FINAL CONNECTION TO BE MADE BY CITY FORCES.STA=9+34.65OFFSET=2.03726 LF 12"DI CL528 LF 12"DI CL5214 LF 12" DI CL52CONTINUED - SEE BELOW
CONTINUED - SEE ABOVE
PROPOSED GRADE@ ℄ ROADEXISTING GRADE@℄ ROADEXISTING GRADE@℄ ROADPROPOSED GRADE@ ℄ ROADJOINT UTILITY TRENCH
SEE DETAIL
JOINT UTILITY TRENCHSEE DETAILTEMPORARY 1.5:1 SLOPE,RETURN TO EXISTING GRADE4'
4.8'
(1) DEADMAN THRUST RESTRAINT
STA=14+83.67
OFFSET=-6.32
CONNECT DEADMAN TO
MEGALUG(RJ)FINAL GRADING SHOWN FOR REFERENCE ONLY.TO BE COMPLETED BY OTHERS.CONNECTION TO 12-INCH WATER LINE TO BEINSTALLED AS PART OF CITY OF RENTON PARKAVE EXTENSION PROJECT.EL=24.65(1) 12" MEGALUG (RJ)(1) 12" CAP6" MIN1.5'MIN.4C-3114C-311TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 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.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082WATER PROFILE4WDEVELOPMENT ENGINEERINGBrianne Bannwarth 10/18/2021
PARCEL A7+328+009+0010+0011+0012+0013
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0END FLUSHCURBPROPOSEDCONC WALKPROPOSEDASPHALTSEE DETAIL6C-410PROPOSED ASPHALTSEE DETAIL6C-410PROPOSED 6' WIDECONC WALK (TYP)SEE DETAILPARK AVENUEEXTENSION PROJECTTO BE BUILT BY THECITY. SHOWN FORREFERENCE ONLY.MATCH EXEDGE OFASPHALTPROPOSED 6" CURBW/ 12" GUTTER (TYP)SEE DETAIL4C-410CONC WALK EXPANSION ANDCONTRACTION JOINTS (TYP)SEE DETAIL6'PROPOSED 6' WIDECONC WALK (TYP)SEE DETAIL33.5'
22'21'14'
36'
33.5'
18'16'15.5'14.8'19.1'36'R10'18'36'R72'R108'
22'R71'R86'R86'R108'R83'R99'R71'COORDINATE REMOVALOF BNSF FENCE WITHCITY OF RENTON PARKAVENUE PROJECTR59'9.6'CURB RAMPSEE DETAILCURB RAMPSEE DETAIL1C-4121C-41239.7'22.8'28.9'90'14.6'30.7'8' CHAIN LINK FENCE WITH PDS LITELINKSLATS OR APPROVED EQUAL3'
3'HEAVY DUTY CONCRETE PAVINGSEE DETAIL8C-4107C-4107C-4107C-41024' ROLL GATE6" CONCRETE CURBSEE DETAIL5C-410END PAVING AND CURB WORK ATSTATION=14+75.000102040SCALE 1"=20'g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)PROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBLegendSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editLIMITS OF CONSTRUCTIONPSE STANDARD SECURITY FENCINGPSE STANDARD SECURITY FENCING& LIMITS OF CONSTRUCTIONAREAS OF OVERLAPROCKERY WALLHEAVY DUTY CONCRETE PAVEMENTFLUSH CONCRETE CURBPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBLegendSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editLIMITS OF CONSTRUCTIONPSE STANDARD SECURITY FENCINGPSE STANDARD SECURITY FENCING& LIMITS OF CONSTRUCTIONAREAS OF OVERLAPROCKERY WALLHEAVY DUTY CONCRETE PAVEMENTFLUSH CONCRETE CURBPAVING PLANTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 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.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-00008218CURVE TABLECURVE #RADIUSLENGTHDELTA ANGLEC135.30'659.76'90d0'0"C285.20'1808.16'101d34'0"C386.30'807.72'44d51'0"C486.30'296.28'16d27'0"CONTINUED - SEE SHEET C-401
RDEVELOPMENT ENGINEERINGBrianne Bannwarth 10/18/2021
DEVELOPMENT ENGINEERING
Brianne Bannwarth 10/18/2021
DEVELOPMENT ENGINEERING
Brianne Bannwarth 10/18/2021