HomeMy WebLinkAboutR-423819A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
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R1M=20.18'
/E(E)=15.54' 6 CONC
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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
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1 RIM=20.18'
/E(E)=17.47' 6'CONC
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lE(E)=17.59'
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lE(N)=16.06' 12 PVC
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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
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