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11111 OF
EDENF1. LD
(SUMPTER)
A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. SSMH
CITY OF RENTON KING COUNTY WASHINGTON CTR CHANNEL=380.05 PROPOSED
> > ILLUMINATION
8" PVC ME & E POLE (TYP)
EX FENCE CB TYPE 2
x-x-x-x-x-x-x Lx-X-X- EX LOT I CB TYPE 2 �\ a „ RIM=383.67
- x - LINE (TYP) \ �� 12" N ADS=414.13
x-x-x-x-x:-x-x-x= !I RIM=383.88�
■ . . • • • • LOCK AND LOAD EX FENCE FIRE HYDRANT 12» W = ' �� 0 c� ' .I I{ 6" E PVC=377.07
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RETAINING WALL ASSEMBLY (TYP) '12.„ ., W ADS=377.02
0 10' 20' 40' - o-- `� 41 `i 12 E ADS=376.65
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S=-10.24% 374.80 376.10 379.80 IE=373.80 383.70....... (10 6 L=32
I S=11.10% S=21.37% LOCK AND LOAD '.5=31.86% ``'1 IE=378.80
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' RETAINING WALL 1 384.80 S=34.30% \� 8" WATER
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1 RECORD DRAWINGS AS BUILT TJS 10/10/22 BJT S"'m'm� sm LE: PLAN: 1 "=20'
NAD 198STICAL NAVD E%1991
PROF: H 1 "=20' HORIZONTAL
DESIGNED•
BENCHMARK
RK
V 1 "=5'
DATUM
FOUND PUNCHMARK IN 1Y4" BRASS
FOUND PUNCHMARK IN 1Y"
DRAWN:
RK
ONE INCH DATUM
DOME IN CONCRETE MONUMENT IN
BRASS DOME IN 4X4 0.4"
CHECKED:
BJT
AT FULL SCALE
HORIZONTAL DATUM: VERTICAL DATUM:
CASE 0.5„ BELOW GRADE OBSERVED
BELOW GRADE OBSERVED 37555
IF NOT ONE INCH
NAD 83/ 91 NAVD 88
N: 175866.55, E: 1319201.78
N: 175852.22, E: 1319809.82
N0. REVISION BY DATE APPR APPROVE D'
BJT
SCALE ACCORDINGLY
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CALL BEFORE YOU DIG:
1-800-424-5555
.Aourt6k CITY OF
RENTON
Planning/Building/Public Works Dept.
1-[-J_I4
IL i ill, i
J Lil-
SITE MAP KEY PLAN
KEYNOTE:
QCONTRACTOR SHALL POTHOLE
EXISTING UTILITIES PRIOR TO
CONSTRUCTION AND VERIFY EXACT
ELEVATION. CONTACT ENGINEER IF
CONFLICT EXISTS.
UTILITY CROSSINGS
QIE 8" W=377.81
T/P 8" SS=368.57
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.
F. TAL�
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S-418803
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT SEWER PLAN
AND PROFILE - TRACT B
EDENFIELD (SUMPTER) SHORT PLAT
MAINVUE WA LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
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DATE
10/10/2022
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