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HomeMy WebLinkAboutR-423819A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. M i 0 W W z W U z z a 06 W cc W rr a 0 0 a W U ''u- vJ w 0 z D 0 W J a W Cn CONTINUED - SEE SHEET C2.05 IEE=16.� II I x o0 SDCB cn (J ` I RIM=20.16' 1 x Cn v ,-FOP(# 15.96' 0/W SEP. x I = I t x I x o �Co ASPH o Lco I I x o ASPH I I I I I\ I I •co r co \ ��\ �� 1 S&B � / I RIM=20. 18' \FOP(S)-l�.9f' 0/W SCR ASPH POTENTIAL x I I LA DOWN AREA x I oco _ J ( SDMk I U)�--h I I �,,' -20. 05' I I I� \ IE(N)=12.71 ' 18'CbNC 1 o J 1 f 1E(S)=13.58' 18'CONC I xa lE(E)=1283' 18'CQNC I I x I I _-- -�rsDce R1M=20.12' Cn )=15.91 ' 0/W SEP. x SDMH RIY=20.61 ' \ o S B - /0)-12.17' 18'CONC I ASPH N V I 1E(W)�1 .91 24 CONC IF(S)= 5' 12'PVC o 65 1 = ASPH 12.06 o �I WIE(E)= 124'CONC I kp W RRG ~ SDx W--�- I /^� �\ ISDx x - W W Z I 1 I I r - - "M - II"l T)=1T r 6T' ® oIT x I I I I , I I x *CO ASPH I I IU) I 'co x SDCB SDCB RIM=20.15' I RIM=20.15' lE(E)=16.44' 6'CONC I IE(E)=16.36' 6'CONC I 0 I I v � I I 0 x I oco x SDCB R1M=20.18' /E(E)=15.54' 6 CONC o I I SDCB IRRG RIM=20.14' I 0 0 /E(E)=16.35' 6'CO x I F I� v SDCB N RIY=20.15' U IE(N)=14.01 ' 12 PVC IE(W)=14.01 ' 12'PVC cjD \ W LA-> s°� I W SDx 9 \ IN SDx x W Lu SDMH R1M=20.55' x I IE(NE)=15.70' 8'CONC I W 1E(W)=13.20' 24 CONC 1E(E)=13.20' 24'CONC Z IE(S)=15. 60' 12'PVC o x IH SDCB 1 RIM=20.18' /E(E)=17.47' 6'CONC SDCB RIM=20.II' \ v I FOP( )=16,84' 0/W SLIP, X ASPH ASPH I ASPH 1 I I I I\ II I zi J `n - I *Co �co Z to 00 C� X RIY=20.19' lE(E)=16.25' 6'CONC x I 7 tiJ 11 W I-- x I •co I I SDCB I _ RIM=20.19' I I I I FOP(4)=17..19' �W�EP. o J o SDCB 1 I I \ x I R I R1M=20.3 SDCB x RIU=20.26' lE(E)=17.59' \ I I I 6'CONC lE(=16.36' 6 PVC I \ 0 \ F INLET- - I - x .10 - - - lIW1-1 - A o SDCB RIM=20.12' lE(N)=16.06' 12 PVC I I I I I I I ENTRANCE _I I t LIMY LIMIT LIMIT �IMIT I LIMIT SEE DETAIL C2.20 WHEEL WASH CONTINUED - SEE SHEET C2.11 z" G E N COUGHLINPORTERLUNDEEN 33708 E R A STRUCTURAL CIVIL SEISMIC ENGINEERING 1STY, �1 NAL 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com STUDIO Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: WSCALE. H PACIFIC HORIZONTAL-VER`11CAL' A DESIGNED: AS SHOWNN 1983/1991 Iwo CITY OF MLRE NTON ENTON JAS ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. WCA IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVETBB SCALE ACCORDINGLY 0 10 20 40 111=20' Legend N 79°3306" E - 46.81' PROPERTY LINE -LIMIT- - LIMITS OF CONSTRUCTION IS INTERCEPTOR SWALE FILTER FABRIC FENCING ( C2.20 CONSTRUCTION FENCING TEMPORARY TEMPORARY CONSTRUCTION GATE WEIGHTED PLASTIC 12 SHEETING C2 zo 0 0 0 0 U CONSTRUCTION ENTRANCE TEMPOARY��C220 i V � INLET PROTECTION C2.20 6 TREE PROTECTION C 2.20 �^ STRAW WATTLES (� C2.20 - - _ - TEMPORARY SWALE TEMPORARY STORM PIPE WETLAND POTENTIAL STOCKPILE LAYDOWN AREA R-423819 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r Wanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON TESC PLAN 04/24/20: FIELDBOOK: PAGE: DRAWING NO: C2.08 SHEET: 19 OF. 71 N N u N a J T M O O N 0- Ir W F--- z W U z z a 06 W IIr W a 0 a W U w W 0 z 0 U) Lu I - a �W V i