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CONTRACTOR TO CUT INTO
EXISTING SEWER AND INSTALL
NEW SADDLE MANHOLE.
CONTRACTOR TO VERIFY EXISTING
INVERT PRIOR TO CONSTRUCTION-
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.
VERTICAL DATUM
CITY OF RENTON, NAVD 88
BENCHMARKFOUND MONUMENT IN CASE
CONIC MONUMENT W/BRASS NAIL
SET 0.65' BELOW GRADE
CITY OF RENTON CONTROL
POINT NO. 478 EL=391.016
(JUNE 2012)
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.
CO
0+79
SLOPE=13.7%
IE=385.20
SLOPE=12.5%
FA69cllll dl�:l
1 • ler"
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
-./Jw-w
IE=384.50
SLOPE=10.4%
lilts-anu.%v
IE=384.20
SLOPE=9.2%
BEARING PAD
ELEVATION (TYP.)
11+00 1
CITY OF RENTON RECORD SET
DEPARTMENT OF PURL -IC WORKS
4 REVISED WALL AT BACK OF LOTS 11-18 BJT 7/9/15
APPROVED BY ---- DATE - 3 REVISED PER CITY REVIEW BJT 4/22/15
APPROVED BY DATE _.._ 2 REVISED PER CITY REVIEW RAG 3/30/15
APPROVED BY DATE 1 REVISED PER CITY REVIEW BJT 1/15/15
APPROVED BY DATE NO. REVISION BY DATE
KfM =.5Mf .SU
IE=383.50
SLOPE=7.1 %
SURVEYED:
BCE
BJT
DESIGNED:
BJT
BJT
BJT
DRAWN:
RAG
BJT
CHECKED:
BJT
AP P R
APPROVED:
BJT
*NOTE
SEE DETAIL SHEET 32
FOR CROSSING OF STORM
WITH SEWER STUB FOR
LOTS 19 AND 20.
6"-SANITARY SEWER STUB DESIGN TABLE
LOT #
IE 0 MAIN
PIPE#1 LENGTH &
SLOPE
IE 0 BEND
PIPE#2 LENGTH &
SLOPE
IE ® LOT
19
381.41
8 LF 0 31.17%
383.96
30 LF 0 2.00%
384.55
20
1 381.11 1
8 LF 0 41.62%
1 384.51
30 LF 0 2.00%
385.10
SEE SANITARY SEWER STUB CROSSING DETAIL ON SHEET 32.
CO *
0+81 19
Dlu-zc7 a$n' 387,60
RIM=389.20 SLOPE=3.8% CROSSING #1 NOTE:
IE=383.20 WATER MAIN AND SEWER MAIN PIPES
SLOPE=5.9%
CROSSING& SHALL BE CENTERED OVER CROSSING.
ENCASE WATER MAIN WITH CONCRETE
OIE 8" W=382.71 5' EITHER SIDE OF SEWER MAIN
1 T/P 8" SS=382.21 CROSSING AND PROVIDE ETHO FOAM
PADDING. COORDINATE WITH WATER
SCALE:
HORIZ.: 1 "=20'
VERT.: 1 "=5'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DAT U M
CITY OF
RENTON
Plonning/Building/Public Works Dept.
RIM=387.50
IE=382.50
SLOPE=2.5%
10
387.20
El
co
1+17
L=42'
RIM=387.20
IE=382.80
SLOPE=2.9%
S=381408
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ASBUILT SEWER PLAN AND PROFILE 3/8/16 m
COPPERWOOD FIELDBOOK: --- O
PAGE:
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14725 SE 36TH ST. SUITE 200 0
BELLEVUE, WA 98006 SHEET 0F:37 cd
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