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RIM=387.10
IE=382.30
SLOPE=2.3%
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RIM=387.31
IE=382.75
SLOPE=2.3%
TRACT D
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ASBUILT SEWER PLAN AND PROFILE
FOR
COPPERWOOD
! 1
1r01�SE-
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
tit1936
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0+04
L=23'
CO RIM=387.10
0+02- - - - - - - - - - - - ---_ __ IE=382.3
L=71' SLOPE=2.4%
RIM=388.60 CO CO
IE=384.40 0+04 0+41
SLOPE=2.3%
L=61 L=4949'
R3..10 80 �� RIM=387.50
388.60 IE=38I E = 383.00 13
SLOPE=2.4% 388,10 SLOPE=2.2% 387.50
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
RECORD SET Z+00
VERTICAL DATUM CITY OF RENTON
CITY OF RENTON, NAVD 88 CZ)EPARTMENT OF PUBLIC WORKS
BENCHMARK
FOUND MONUMENT IN CASE APPROVED BY _ DATE
CONIC MONUMENT W/BRASS NAIL
SET 0.65' BELOW GRADE APPROVED - DATE -_
CITY OF RENTON CONTROL APPROVED BY DATE
POINT NO. 478 EL=391.016
(JUNE 2012) APPROVED BY DATE
l co
0+25
L=34'
RIM=387.30 IE=383.00 14
SLOPE=2.2% 3 7.30
BEARING PAD
ELEVATION (TYP.)
4 REVISED WALL AT BACK OF LOTS 1 1-18
3 REVISED PER CITY REVIEW
2 REVISED PER CITY REVIEW
1 REVISED PER CITY REVIEW
NO. REVISION
co
co
0+71
L=34'
RIM=387.60
15
IE = 383.50
SLOPE=2.2%
387.60
SURVEYED:
BCE
BJT 7/9/15 BJT DESIGNED:
BJT 4/22/15 BJT BJT
RAG 3/30/ 15 BJTRAG
oRA
BJT 1/15/15 BJT CHECKED:
BJT
BY DATE APPR APPROVED:
BJT
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1+35
388.40 L = 34'
RIM = 388.40
IE=384.10
SLOPE=2.2%
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
DATUM
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1 +73
L=34'
RIM=388.5
17 jE=384.50
SLOPE=2.,
388.50
Ad CITY OF
mu RENTON
Planning/Building/Public Works Dept.
Co
0+00
L=50'
RIM=388.50
IE=385.00
SLOPE=2.2%
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18
388.50
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.
UTLM
0 IE 18" SD=383.00
T/P 8" SS=382.50
OIE 8" SS=383.66
T/P 12" SD=381.91
S=381409
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16 CO
1+35
388.40 L = 34'
RIM = 388.40
IE=384.10
SLOPE=2.2%
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
DATUM
d tr
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e
a
v e a
e
e _
.- CO
1 +73
L=34'
RIM=388.5
17 jE=384.50
SLOPE=2.,
388.50
Ad CITY OF
mu RENTON
Planning/Building/Public Works Dept.
Co
0+00
L=50'
RIM=388.50
IE=385.00
SLOPE=2.2%
G
18
388.50
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.
UTLM
0 IE 18" SD=383.00
T/P 8" SS=382.50
OIE 8" SS=383.66
T/P 12" SD=381.91
S=381409
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ASBUILT SEWER PLAN AND PROFILE DATE,
3/8/ 16
COPPERWOOD FIELDEIOOK
QUADRANT HOMES PAGE:
DRAWING N0:
14725 SE 36TH ST. SUITE 200
BELLEVUE, WA WW6 SHEET.28 °F
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