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- STUDIO -
COUGH LINPORTERLUNDEEN
STRUCTURAL CIVIL SEISMIC ENGINEERING
801 SECOND AVENUE, SUITE 900
SEATTLE, WA 98104
(206) 343-0460
www.cplinc.com
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
CONTINUED - SEE SHEET C3.04
CONTINUED - SEE SHEET C3.10
NO.
REVISION
0 10 20 40
111=20'
Legend
N 79°33'06" E - 46.81' PROPERTY LINE
EX CONTOUR (INDEX)
- - EX CONTOUR
55
CONTOUR (INDEX)
54
CONTOUR
5524 TC 56.78 TW 65.25
+ . BC 56.28 BW 56.28
SPOT ELEVATION
RIDGE ---- --
VALLEY
GRADE BREAK
WETLAND
W W
PROPOSED STORMWATER
FEATURE
EXISTING STORMWATER
- - - -
FEATURE
C]
DETENTION SYSTEM
8"SD SD 8" SD @ xx%
STORM DRAINAGE PIPE
L J `E _-
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YD/CO/CB/CB 2/MH
12'ss SS 8" 55 L xx%
SANITARY SEWER
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SANITARY MH/CO
12" DI W W 12" DI W
WATER MAIN
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FLOOD MITIGATION
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CONCRETE RETAINING
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ROCKERY WALL
FRENCH DRAIN
Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)
SURVEYED:
WH PACIFIC
DESIGNED:
M L
DRAWN:
JAS
CHECKED:
WCA
APPROVED:
TBB
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
FOOTINGDRAIN
ROCK OUTFALL PAD
NOTE: STORM SYSTEM SHALL BE PRIVATE
UNLESS OTHERWISE NOTED.
NOTE: STORM SYSTEM SHALL HAVE OPEN
GRATE (HERRINGBONE), UNO
R-423829
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING r
NJanders 05/10/2023
SEATTLE SOUNDERS FC HEADQUARTERS
& TRAINING CENTER
RENTON, WASHINGTON
GRADING &
DRAINGE PLAN
05/01/20
PAGE:
C3.07
SHEET. OF: 29 71
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