HomeMy WebLinkAboutR-411305ROW CENTERLINE
SE 173RD STREET
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30'
0 16' 8' 5'
Q 8, 81 PLANTER STRIP SIDEWALK
LU I 0.5'
VERTICAL SAWCUT 1.5%
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NEW 12" DI SD PIPE OUTFALL
ROW
EXISTING GROUND
4" HMA J� NEW 12" SD 2" CRUSHED SURFACING
6" CRUSHED ROCK TOP COURSE (CSTC)
CEMENT CONCRETE TRAFFIC 0 4" CEMENT CONCRETE SIDEWALK
CURB & GUTTER PER COR STD. PLAN 102
PER COR STD. PLAN 101
EX. 8" WATER MAIN 4" SANDY PLANTING SOIL
�EX. 10"SS 5'
0
SE 173RD ST. — TYPICAL SECTION
SCALE: NONE
NEW PROPERTY LINE
SHARED DRIVEWAY
18' INGRESS, EGRESSI & UTILITY EASEMENT
2" COMPACTED DEPTH
HOT MIX ASPHALT (HMA)
6" COMPACTED CRUSHED ROCK
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SUBGRADE SHALL BE COMPACTED
TO 95% MAX. DENSITY
SHARED DRIVEWAY — TYPICAL SECTION
SCALE: NONE
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2"-4" THICK QUARRY SPALLS
WITH 1' THICK
QUARRY SPALL PAD DETAIL
SCALE: NONE
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Land Planning o Civil Engineering
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N 5130 South 166th Lane
SeaTac, WA 98188
T (206) 229-6422
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FG=411.17
FG=411.10—/
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FG=410.47--t
FG=410
3:1 TAPER
GRADE BREAK —
TOC=411.00
FL=410.50
PROPOSED SHARED DRI
SEE DETAII
WRAP TRENCF
WITH NON -WOVEN GEOTEXTILE
FOR SEPARATION ON TOP AND SIDE
FG=411.20
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SET ELEVATION BELOW
OVERFLOW POINT
GRAVEL BACKFILL
6" RIGID PERF. PIPE (ADS N12)
@ 0.0%
VVASHED ROCK 3/4" - 1 1/2"
RAMP DETAIL
1 "=5'
SHARED DRIVEWAY
INFILTRATION TRENCH DETAIL 2
SCALE: NONE
JOB NO. SURVEYED: SCALE:
VERTICAL: NAVD 1988
R18325 DESIGNED: NONE HORIZONTAL: NAD 1983/1991
H. H. PHAN
DRAWN:
H. H. PHAN DATUM
CHECKED: ONE INCH
AT FULL SCALE
IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
NO. REVISION BY DATE APPR
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CITY OF
RENTON
Planning/Building/Public Works Dept.
FG=412.50
FG=412.43
FG=411.80
FG=411.88
11.A T A r% r M
GRADE BREAK
R-411305
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
jchavez 12/1 1 /2020 Ul
NGOCHAN SHORT PLAT
10814 SE 173RD STREET
RENTON, WA 98055
SECTIONS AND DETAILS
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DATE:
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10-10-2020
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FIELDBOOK:
PAGE:
7
DRAWING NO:
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