HomeMy WebLinkAboutR-423826A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
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STRUCTURAL CIVIL SEISMIC ENGINEERING
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801 SECOND AVENUE, SUITE 900 (206) 343-0460
SEATTLE, WA 98104 www.cplinc.com
- STUDIO
NO.
REVISION
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� BUILDING
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59,752 SO.fT.
NMI NUNN NUNN NUNN NUNN NUNN
Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)
SURVEYED: SCALE:
W H PACIFIC VERTICAL: NAVD 1988
AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF
DESIGNED:
ML RENTON
DRAWN: `
JAS ONE INCH DATUM
CHECKED�CA AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
TBB
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
-
55.24 TC 56.78 TW 65.25
+ BC 56.28 BW 56.28
SPOT ELEVATION
RIDGE ---- --
VALLEY
GRADE BREAK
3-_;3Z 3Z
WETLAND
PROPOSED STORMWATER
FEATURE
_ .. _ .. -
EXISTING STORMWATER
- - - - -
FEATURE
C/ ]
DETENTION SYSTEM
8'SD SD 8" SD @ xx%
STORM DRAINAGE PIPE
L J `L V
G F- � ❑ on OO
YD/CO/CB/CB 2/MH
12'SS SS 8" 55 L xx%
SANITARY SEWER
�SSMH OSSCO O 0
SANITARY MH/CO
12" DI W w 12" DI W
WATER MAIN
F FDCO Pl0 1'_F PIVNWV
FH/FDC/PIV/VALVE
®WM 0
Ewl
WATER VAULT/METER
--FTG ---- FTG ---- FTG-
FOOTING DRAIN
/- <1
DRAINAGE SWALE
EXISTING STREAM
ASPHALT PAVEMENT
SYNTHETIC TURF
GRASS
FLOOD MITIGATION
CONCRETE RETAINING
WALL
ROCKERY WALL
-
FRENCH DRAIN
--FTG-
FOOTING DRAIN
inmm
ROCK OUTFACE PAD
NOTE: STORM SYSTEM SHALL BE PRIVATE
UNLESS OTHERWISE NOTED.
NOTE: STORM SYSTEM SHALL HAVE OPEN
GRATE (HERRINGBONE), UNO
R-423826
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:
C3.02
SHEET: 2 6 OF: 71
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