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SITE MAP KEY PLAN
ASBUILT SEWER PLAN AND PROFILE - ACCESS ROAD
OF
EDENFIELD (SUMPTER) SHORT PLAT
A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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12" STORM \ � • �
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; MINIMUM ROOT
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v:............................I............................, 3 ��\ I� \. ..... Iy..................PROTECTION ZONE
378.90 O\ EX TREES TO BE
I "' 11 10' UE ado TREE PROTECTION FENCE AND SAVED TYP
EASEMENT INSTALLED PER TREE
RETENTION PLAN ON SHEETS 37 TO 39 �\
68 LF 8" SS BOLLAR S SHALL BE PER....................................................................................... I
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1 RECORD DRAWINGS AS BUILT TJS 0/10/2 BJT S"l
DESIGN RK
BENCHMARK DRAWN:
RK
DATUM DOMEDIN CONCRETE MONUMENT
IN BRASS DOMESS FOUND�INARK 4X41 0.4 Cll
HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 BJT
NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 N0. REVISION BY DATE APPR APPROVED:
JT
380
375
370
360
HORIZONTAL
0 10' 20' 40'
SCALE: 1 "=20'
VERTICAL
0 2.5' 5' 10,
SCALE: 1 "=5'
SEWER NOTES:
1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS
NOTED OTHERWISE.
2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6"
PVC SDR-35 ® 2.0% OR GREATER SLOPE.
3. SIDE SEWERS SHALL BE INSTALLED PER COR
STD. PLAN 406.1.
4. SIDE SEWERS SHALL BE CONSTRUCTED OF THE
SAME MATERIAL AS THE SEWER MAIN
5. ALL MANHOLES SHALL BE PER COR STD. PLAN
400.1
6. ALL MANHOLE FRAME AND COVER SHALL BE PER
COR STD. PLAN 401.1
7. HORIZONTAL SEPARATION BETWEEN SEWER AND
WATER SHALL BE A MINIMUM OF 10' AND 7' FOR
STORM.
scALE PLAN: 1 "=10' VERTICAL: NAw 19r18
PROF: H 1 "=20' HORIZONTAL: NAD 1983/1991
V1 "=5'
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CALL BEFORE YOU DIG:
1-800-424-5555
. k CITY OF
RENTON
Planning/Building/Public Works Dept.
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S-418805
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT SEWER PLAN AND
PROFILE - ACCESS ROAD
EDENFIELD (SUMPTER) SHORT PLAT
MAINVUE WA LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
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