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AS -BUILT
GRADING,
DRAINAGE
AND
UTILITY
PORTION.
OF SEC11ON 10, TOWNSHIP RANGE
CITY OF RENTON, WASHINGTON
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RESTORE EX. PAVEMENT, CURB & 3
GUTTER, AND SIDEWALK TO IT'S ' I
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ORIGINAL CONDITION OR BETTER. 101 I
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DRIVEWAY CUT PER
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CITY OF RENTON STD.
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416.21
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N88'24'321M
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30.012'
INSTALL: ;
i-12"X6" TEE (MJXFL)
1-6" GATE VALVE (FLxMJ)
14 LF 6" DI EXTENSION
1-FIRE HYDRANT ASSY. PER
CITY STD. DETAIL BR24
CONC. BLOCKING j
INSTALL:
1 8"x6" TEE I _._ _..... _..
IE X. 8" PVC=408.32
IE 6" PVC=4000 10' PRIVATE
CONTRACTOR l O' Ff LD` �J DRAINAGE
VERIFY HORIZONTAL & _ _ EASEMENT
VERTICAL LOCATION INSTALL:
OF EX. SEWER PRIOR 72 LF 6" INSTALL: 20' INGRESS, EGRESS, & AREA DRAIN
TO CONSTRUCTION. PVC SDR-35 SIDE SEWER UTILITY EASEMENT AREARIM=DR 5 413. !2
INSTALL: ® 1.0% CLEAN 7 OUT (3,068 SF) IE=4 4.9 411.92(8`Dd S)
3/4" WATER METER AND R/M=4115.�1 r
SERVICE LINE PER IE=409.12 72 LF 6"
a° CITY STANDARDS PVC SDR-35
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IB88'24, ® 1.0%
g ii /i , ii if 3 208.38 \� 413.7
a\p .., n\ • s 57, ` 7tiyb 13.44ye
-'� 414:fa BUILDER TO PROVIDE TWO
-...
-77
t
i I 4`15.b ,ram EVERGREEN TREES (1-1/2
' �"' a` - CALIBER) PER LANDSCAPING i
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Ex,; GRAVE • •iNs3ALL:. �y '°
DRIVEWAY.IpE S@IhlEft I 75,3
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LF 8" flCP
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<lA= 13,241. f \ +
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I. 409.84'. L3`
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FF-.413 0 #4
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EX. OVERHANG
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®T = I; ; FF=413.5 r I I TO BE REMOVED
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PION} P(OHiPtOH
N88S24'32"W 208 1P -- i - E �
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INSTALL.
OPEN GRASS LINED
/ V-DITCH WITH 2:1� ie7
.°} SIDE SLOPES @ 4.17% f ,'•.'.., \\
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REMOVE EXISTING
+ +p \\ �, 6" PVC PIPE
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S-336003
NOTES.
1) CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED TO THE HOURS BETWEEN
7:00 A.M. AND 8:00 P.M., MONDAY THROUGH FRIDAY. WORK ON SATURDAYS
SHALL BE RESTRICTED TO THE HOURS BETWEEN 9:00 A.M. AND 8:00 P.M.
NO WORK SHALL BE PERMITTED ON SUNDAYS.
2) NEW RESIDENCE STREET ADDRESS SHALL BE VISIBLE FROM A PUBLIC STREET.
3) ALL NEW ELECTRICAL, PHONE AND CABLE SERVICES AND LINES MUST BE
UNDERGROUND. THE CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST BE
INSPECTED AND APPROVED BY A CITY OF RENTON PUBLIC WORKS INSPECTOR
PRIOR TO RECORDING THE PLAT.
4) ANY DAMAGE INCURRED TO THE STREET, CURBS, GUTTER, OR SIDEWALKS BY
THIS PROJECT MUST BE REPAIRED, IN ACCORDANCE WITH CITY OF RENTON
STANDARDS.
5) ALLTRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH
RESTORATION AND STREET OVERLAY DETAIL.
,ICI II�E
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20'
z APPROXIMATE EXISTING
GROUND
'7 nOf
2" COMPACTED DEPTH
COMPACTED SUBGRADE CLASS "B" ASPHALT
4" COMPACTED DEPTH
CRUSHED ROCK BASE
NEW DRIVEWAY DETAIL.
NTS
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