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GRADING, DRAINAGE AND UTILITY PLAN
A PORTION OF THE N.W. 1/4 OF SECTION 10, TOWNSHIP 23 N., RANGE 5 E., W.M.
N.E, 12TH STREET CITY OF RENTON, WASHINGTON
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'IF A77
224'
INSTALL:
1-12"X6" TEE (MJxFL)
1-6" GATE VALVE (FLxMJ)
14 LF 6" DI EXTENSION
1-FIRE HYDRANT ASSY. PER
CITY STD. DETAIL BR24
CONC. BLOCKING
INSTALL:
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N.E, 8TH STREET
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10' PRIVATE
DRAINAGE
EASEMENT
INSTALL:
//-AREA DRAIN
RIM=413.5
IE=411.9
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REMOVE EXISTING
6" PVC PIPE
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iE 8" CPIP NW:---A-.09.69
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.
20'
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2" COMPACTED DEPTH
COMPACTED SUBGRADE CLASS "B" ASPHALT
4" COMPACTED DEPTH
CRUSHED ROCK BASE
NEW DRIVEWAY DETAIL
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