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SCALE: 1 "=20'
ASBUILT SEWER PLAN AND PROFILE - TRACT B
OF
EDENFIELDts
UMPTER, SHORTPLAT
EX
POWERRHEAD (TYP) A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M.
' CITY OF RENTON, KING COUNTY, WASHINGTON
EX OVERHEAD
EX FENCE CB TYPE 1 }, POWER (TYP)
RIM=373.66 ; x
/ N 18" D1=371.02 I III o
EX ILLUMINATION. G E 18" ADS=370.71 I III
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w ■
POLE ... (TYP) � '�'"' S 18" D1=370.47 EX FENCE LOCK AND LOAD
l�
''j' •x•3a4 x x-x-x-x-x-x-x-x-x-x- RETAINING WALL
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CB TYPE 1 -- - 8" WATER ■
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RIM=373.00
G Q
18"
N DI=370.00
12" E
CNC=370.25
18" S
CMP=370.00
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'•.• / MINOR ... p
SSMH
RIM=372.75
Q 8" N=364.60
• 8" S=364.50
- fir ` .PROP 8" NE-364.66
EOA" 364.59
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TWO
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POLE
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EX ILLUMINATION
POLE (TYP)
FORRESTOR MARK \ _
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EX FENCE � '�J 1`, a
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EXISTING SSMH
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370
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EX 8" WATER III
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EX TREES TO BE
SAVED (TYP)
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TRACT I L-32 Q
DRAINAGE FACILITY I 1� ISE $ �8.40 ■
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- I I 2.
�\ TREE PROTECTION FENCE AND 374.40
EASEMENT INSTALLED PER TREE I BEARING PAD
RETENTION PLAN ON SHEETS 37 TO 39 I ELEVATION (TYP) '
MINIMUM ROOT
PROTECTION ZONE (TYP)
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1 1 RECORD DRAWINGS AS BUILT
BENCHMARK
FOUND PUNCHMARK IN 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 NO.
REVISION
TJS
10/10/22
BJT
sLIll
DESIGNED:
RK
DRAWN:
RK
CHECKED:
BJT
BY
DATE
APPR
APPROVED:
BJT
EKG]
-
2-•
385
0
375
370
Kim
3W
SCALE: PLAN: 1 "=20' VERTICAL: NAw ,M
PROF: H 1 "=20' HORIZONTAL- NAD 19W/1ee1
V1 "=5'
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
"-J -I4
I I I I
SITE MAP KEY PLAN a
KEYNOTE:
Q CONTRACTOR SHALL POTHOLE
EXISTING UTILITIES PRIOR TO
CONSTRUCTION AND VERIFY EXACT
ELEVATION. CONTACT ENGINEER IF
CONFLICT EXISTS.
UTILITY CROSSINGS:
QIE 12" SD=371.04
T/P 8" SS=365.64
QIE 18" EX SD=369.58
T/P 8" SS=365.47
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.
CALL BEFORE YOU DIG:
1-800-424-5555
.AourtIllk CITY OF
RENTON
Planning/Building/Public Works Dept.
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S-418804
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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