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3+68 40
L=24' 387.10
RIM=387.30
IE=382.00
SLOPE=VARIES
CO
CO
3+71
3+71
L=24'
L=104'
RIM=387.:30
RIM=387.85
IE=381.98
IE=384.06
SLOPE=VARIES
SLOPE=2.0%
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VERTICAL DATUM CITY OF RENTON
CITY OF RENTON, NAVD 88 pEPAFl-rf\A -IVT OF PUBLIC WORKS
BENCHMARK _
FOUND MONUMENT IN CASE APPROVED BY i DATE
CONIC MONUMENT W/BRASS NAIL APPROVED BY DATE
SET 0.65 BELOW GRADE
CITY OF RENTON CONTROL APPROVED BY DATE
POINT NO. 478 EL=391.016
(JUNE 2012) APPROVED BY DATE
CO
0+00-....
L=23'
RIM=387.70
IE=384.50
E=2.0% SLOP
NOTE:
SEE DETAIL SHEET 32
FOR CROSSING OF STORM
WITH SEWER STUB FOR
LOTS 32 AND 33.
6"-SANITARY SEWER STUB DESIGN TABLE
LOT #
IE ® MAIN
PIPE#1 LENGTH &
SLOPE
IE BEND
PIPE#2 LENGTH &
SLOPE
IE ® 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 STUB CROSSING DETAIL ON SHEET 32.
FINISHED FLOOR ELEV. - BEARING PAD ELEV. + 3'
*39
CO ........
3+68
38 .70
L=104'
RIM=387.90
IE=384.08
BEARING PAD
SLOPE=2.0%
ELEVATION (TYP.)
CO L
0+00
L=30'
RIM=387.70
IE=384.65
SLOPE=2.0%
e X
/ I CO
1 +09
L=24'
RIM=386.50 386.60
3 IE=378.62
! SLOPE=2.8%
BEARING PAD
I ELEVATION (TYP.)
CO
1+12
L=24'
RIM=386.50
IE=378.49
SLOPE=2.0%
3 REVISED PER CITY REVIEW
2 REVISED PER CITY REVIEW
1 REVISED PER CITY REVIEW
NO. REVISION
CO
1+12
L=93'
RIM=387.67
IE=380.48
A SLOPE=2.0%
386.90
*38
387.70
SURVEYED:
BCE
DESIGNED:
BJT
BJT
4/22/ 15
BJT
RAG
3/30/ 15
BJT
DRAwNw
BJT
1/15/15
BJT
CHECKED:
BJT
BY
DATE
APPR
APPROVED:
BJT
1 +06 387.70
L=108'
RIM=387.70
IE=381.70
SLOPE=2.7%
Is
387.70
CO
0+00.................
L=39'
RIM=38730
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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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.
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 CONSTRUCTED OF THE
SAME MATERIAL AS THE SEWER MAIN.
4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2
S 381404
VERTICAL: NAVD
1988
HORIZONTAL: NAD 1983/1991 SEWER PLAN AND PROFILE
3/1a'AR CITY OF
RENTON
COPPERWOOD
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ATu� QUADRANT HOMES
-- - Planning/Building/Public Works Dept. 14725 SE 36TH ST. SUITE 200
BELLEVUE, WA 98006
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PAGE:
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