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PTN OF THE NW1/4, OF THE SE1/4 OF SEC. 15
TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
*NOTE•
SEE DETAIL SHEET 32
FOR CROSSING OF STORM
WITH SEWER STUB FOR
LOTS 32 AND 33.
CO
6"-SANITARY SEWER STUB DESIGN TABLE
LOT #
IE 0 MAIN
PIPE# 1 LENGTH &
SLOPE
IE 0 BEND
PIPE#2 LENGTH &
SLOPE
IE 0 CO
38
379.29
8 LF 0 29.81 %
381.67
16 LF 0 2.00%
381.98
39
379.27
8 LF 0 30.24%
381.69
16 LF 0 2.00%
382.00
SEE SANITARY SEWER
pSTUB
�CROSSING
�pDETAIL ON SHEET
32.
FM-ED FLOOR ELEV. - BE�Q PAD GVGO. + V
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L=23' ............... �\
`• RIM=387.70 �\
39
CO IE=384.50 CO
3+68 SLOPE=2.0% 3+68 38 .70
387.10 L=104
RIM=387.30 RIM=387.90
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IE=382.00 IE=384.08 BEARING PAD
I SLOPE=VARIES SLOPE=2.0% ELEVATION (TYP.)
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3+71 3+71
L=24' L=104'
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SLOPE=VARIES SLOPE=2.0%
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L=93'
-00
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RIM=386.50 RIM=387.67
IE=378.49 IE=380.48
SLOPE=2.0% w w SLOPE=2.0%
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RECORD SET
VERTICAL DATUM
CITY OF RENTON
CITY OF RENTON, NAVD 88
E:>EPAPiTMENT OF PUBLIC WORKS
BENCHMARK
4
REVISED WALL AT BACK OF LOTS 1 1-18
FOUND MONUMENT IN CASE
APPROVED BY DATE
3
REVISED PER CITY REVIEW
CONIC MONUMENT W/BRASS NAIL
SET 0.65' BELOW GRADE
APPROVED BY DATE
2
REVISED PER CITY REVIEW
CITY OF RENTON CONTROL
APPROVED BY DATE
1
REVISED PER CITY REVIEW
POINT NO. 478 EL=391.016
(JUNE 2012)
APPROVED BY DATE
NO.
REVISION
CO 46
1 +06 387.70
L=108'
RIM=387.70
\
IE=381.70
SLOPE=2.7%
SURVEYED:
BCE
BJT
7/9/15
BJT
DESIGNED:
BJT
BJT
4/22/15
BJT
RAG
3/30/15
BJT
D�j
BJT
1 / 15/ 15
BJT
CHECKED:
BJT
BY
DATE
APPR
APPROVED:
BJT
47
CO 387.70
• 0+00..................
L=39'
RIM=3$7:70
IE=381.20
SLOPE=2.0%
SCALE:
HORIZ.: 1 "=20'
VERT.: 1 "=5'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
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VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
382,
CITY OF
RENTON
Pion ning/Building/Public Works Dept.
NOTE:
1. MINIMUM OF 10 FT SEPARATION BETWEEN
SEWER MAIN AND WATER MAIN. MINIMUM OF 7
FT BETWEEN SEWER MAIN AND STORM LINE.
2. MINIMUM OF 12 IN VERTICAL SEPARATION
BETWEEN SEWER LINE AND OTHER UTILITIES.
IF THIS IS NOT POSSIBLE ETHO FOAM
PADDING WILL BE PROVIDED.
S=3 8141
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 CONSTRUCTED OF THE
SAME MATERIAL AS THE SEWER MAIN.
4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2
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14725 SE 36TH ST. SUITE 200
BELLEVUE, WA 98006
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