HomeMy WebLinkAboutR-427510W
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B'S DOWSLOPE
WITHIN 500' OF THE
CONSTRUCTION AREA
TEMPORARY SEDIMENT
REQUIRED SURFACE AREA: 6A
PRO I/IDED SURFACE AREA: 661
120' LONG, 55' WIDE, 3.5'
SEE DETAILS, SHEET
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
FUTURE WSDOT IMPROVEMENTS TO
BE CONSTRUCTED BY OTHERS
LIMITS OF CLEARING (TYP)
ALL EXISTING STRUCTURES
TO BE REMOI/ED (TYP)
INLET PROTECTION PER COR
STD PLAN 216.30 (TYP)
100' STAB/LIZED
CONSTRUCTON ENTRANCE
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30LF CUL INERT
ROCK CHECK DAM PER COR
STD PLAN 217.40 (TYP)
SWALE PER COR STD
PLAN 217.10 (TYP)
SEE SHEET C2. Of
1 1ST SUBMITTAL CORRECTIONS DJL 9 23 25 SURVEYED: SCALE:
2 2ND SUBMITTAL CORRECTIONS DJL 4 20 26 BY OTHERS VERnCAL "A"D 1985
HORIZONTAL: NAD 1983/1991 CITY 0 F
DAN%EL
3 95% CD'S DJL 5/15/26 J. LARSON, P.E.
DRAWN: RENTON
4 3RD SUBMITTAL CORRECTIONS DJL 5/26/26 CHUCK FENCING ONE INCH DATUM
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
KAT/E LANE, f T. IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
DAN/EL J. LARSON, P.E.
/fEYMAP
SCALE: 1" = 20'
0 10 20 40
EROSION LEGEND
CONSTRUCTION ENTRANCE
CONSTRUCTION ENTRANCE GRA I/EL
CLEARING LIMITS LINE
CLEARING LIMITS LINE
TEMPORARY PIPE
—x—x—x— SILTFENCE
TREE RETENTION FENCE
> SWALES
PIPE SLOPE DRAIN
ROCK CHECK DAM
••OF W114/... CIVIL ENGINEERING
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PLANNING
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Fss/ONAL LNG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
5/26/26 R-4 2 7 510
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING �'
yqi 06/09/2026
KENNYDALE GA TEWA Y
1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056
TEMPORARYEROSION &
SED/MENTA T/ON CONTROL PLAN
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DATE:
FlELDB 0/15�26
PAGE:
DRAWING NO:
C2. 01
W
SHEET: OF:
10 48