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ASBUILT SEWER PLAN AND PROFILE -ROAD A
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NIS
EDENFIELDSUMPTER)2345750130
PLA JACOB & MORGAN
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A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. SSCO I EX R W
CITY OF RENTON KING COUNTY WASHINGTON EX FIRE HYDRANT
� � '���;---,ASSEMBLY
SEE SHEET 32 rh-';;,, RIM 389.48
CB TYPE 1
EX 8 WATER
FOR CONTINUATION 12" E ADS=386.17
TRACT B EX MO ! ! WAPATO P_L SE
SHARED DRIVE �•. � ° � ,; � � � ' - -
LOCAL ACCESS
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CB TYPE 1
EX 8 SEWER RIM=389.47
- - - 12" N ADS=385.57
SSMH TYPE 2 \\
RIM=387.96 \\ 6" NE PVC=386.13
TREE PROTECTION FENCE AND �'� °�,,-'= ''_ \\ 12" W ADS=385.56
I; II 1 pp - 8„ N PVC=379.46 KEYNOTE:
EX TREES TO BE . EASEMENT INSTALLED PER TREE �� : / �,I / 8 SE PVC=379.56 12" S ADS=385.57
SAVED (TYP) \ �� RETENTION PLAN ON SHEETS 37 TO 39 �� ' I �� EX R W CONTRACTOR SHALL POTHOLE
EXISTING UTILITIES PRIOR TO
I � III SSCO•• CONSTRUCTION AND VERIFY EXACT
MINIMUM ROOT � Gip. ���' ���� : • � �I'I I � � '
PROTECTION ZONE I �; 6 F %' �.II SSMH ELEVATION. CONTACT ENGINEER IF
` I '' CONFLICT EXISTS.
' I '� SSMH.,� I�- RIM=384'00
BARKER SHARON (TTEE)
1397500070
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MAY RONALD G ROAD
1397500060 8
378.90
SEE SHEET 34 FOR CONTINUATION
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12" STORM
...
SSCO#7
0+48
1=37'
II !�374.30
/ I 5=15.92
j 1 WATER LOCK AND LOAD
S ICE (TYP). . RETAINING WALL
I
�SSCO#8
0+28 I 7
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L=39 I •.�$2 380.30
IE=372.90
S=10.52% .: I BEARING PAD
ELEVATION (TYP)
A
CTR CHANNEL=380.05
'8" PVC NE & E
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PROPOSED
/
ILLUMINATION
POLE (TYP)
'CB TYPE 2
ADJUST EX CB TO
FLOWLINE
RIM=383.67
12" N ADS=414.13
6" E PVC=377.07
12" W ADS=377.02
SJOLUND KRISTINA M
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1 RECORD DRAWINGS AS BUILT
FOUND PUNCHMARK IN BENCHMARK
y4" BRASS FOUND PUNCHMARK IN 1Y"
DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4"
HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555
NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 N0.
REVISION
3W
375
370
L 1;R
0+00
9c4.E: PLAN: 1 "=20'VEMrA, NAw
IM
PROF: H 1 "=20' H0R1ZWAL " low/1199'
V1 "=5'
ONE I"«' DATU M
AT FULL SCALE
IF NOT ONE NM
SCALE ACCORDINGLY
CALL BEFORE YOU DIG:
1-800-424-5555
• CITY OF
RENTON
Planning/Building/Public Works Dept.
UTILITY CROSSING
QIE 12"
SD=375.34
T/P 8"
SS=369.55
QIE 12"
SD=376.83
T/P 8"
SS=369.07
QIE 12"
SD=374.58
T/P 8"
SS=368.82
®IE 8" W=377.12
T/P 8"
SS=368.78
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 0 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.
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S-418802
IN COMPLIANCE WITH CITY OF RENTON STANDARDS F--
ASBUILT SEWER PLAN
AND PROFILE ROAD A
EDENFIELD (SUMPTER) SHORT PLAT
MAINVUE WA LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
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DATA
10/10/2022
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FIELDBOOK:
PACE:
DRMYING NO:
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SNEET: 31 OF:47