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SEWER PLAN AND PROFILE
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COPPERWOOD
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..j PTN OF THE NW1 /4, OF THE SE11/4 OF SEC. 15
LL o 10 20 TWP. 23 N.7 RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
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CO
0 +25�
1 11 RIM = 387.10
0+02-/
I ------- - - - - -- - - ---
IE =382.3
L =71'
SLOPE =2.27L 7,30
SLOPE =2.4%
RIM = 388.60
CO
CO
IE= 384.40
0 +04
0 +41
SLOPE =2.3%
L =61'
L =49'
LOW PT STA = 15 + 40.. 00
RIM= 388.10
RIM = 387.50
388.fi0
IE= 383.80 � • #?
IE= 383.00
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SLOPE =2.49 38810
SLOPE =2.2%
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 2.09 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
VERTICAL DATUM
• ,e
385
C' :1•]
375
370
CITY OF RENTON 0
CITY OF RENTON, NAVD 88 EDEPARTMENT OF PUBLIC WORKS
BENCHMARK
FOUND MONUMENT IN CASE APPROVED BY _ DATE ' ZO
CONC MONUMENT W /BRASS NAIL
SET 0.65' BELOW GRADE ADD BY DATE
CITY OF RENTON CONTROL APPROVED BY DATE
POINT NO. 478 EL= 391.016
(JUNE 2012) APPROVED BY DATE
{
0 +25�
L =34'
13
R IE= 383.00 14
387.50
SLOPE =2.27L 7,30
m
BEARING PAD
O
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ELEVATION (NP.)
0 +71,
L =34' i
RIM = 387.60 i
IE= 383.50 15 CO
16 1+35
SLOPE =2.2% 387.60 388.40 L =34'
1
RIM = 388.40
IE= 384.10
SLOPE =2.2%
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CO
1+73
L =34'
RIM =388.
17 AE= 384.50
SLOPE -2.:
388.50 - -
co
0 +00
- L =50'
RIM = 388.50
IE= 385.00
SLOPE =2.29
18.,
388.50
SURVEYED: SCALE:
�E VERTICAL: NASD 1988 CITY OF
FORIZ.: 1"=20' HORIZONTAL: NAD 1983/1991
DESIGNED: �.: � " =rJ' }��
3 REVISED PER CITY REVIEW BJT 4/22/15 BJT � �
oRAwN:
2 REVISED PER CITY REVIEW RAG 3/30/15 BJT RENTON
�; L ONE INCH DATU M
1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: AT FULL SCALE Planning /Building /Public Works Dept.
WT IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED. SCALE ACCORDINGLY
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FLOOR REV. = Q PAD B_EV. + 7
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.
IJTt_RY CR08��OB
OIE 18' SD= 383.00
T/P 8' SS= 382.50
O3 IE 8' SS= 383.66
T/P 120 SD= 381.91
5- 381401
SEWER PLAN AND PROFILE
COPPERWOOD
WARRANT HOMES
14725 SE 36TH ST. SU11TE 200
BELLEVUE, WA 98006
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LOW PT STA = 15 + 40.. 00
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HIGH PT STA = 17+40.00
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HIGH PT ELEV = 388.07
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PVI STA = 15 +40.00
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PVl STA = 17 +40.00
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PVt ELEV = 386.32
PVi ELEV = 388.32
K = 50.44
K = 50. 0-0 -
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PROPOSED GRADE O CENTERLINE
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OW MH
OW M
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RIM
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386.37
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tE =
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tE =
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SURVEYED: SCALE:
�E VERTICAL: NASD 1988 CITY OF
FORIZ.: 1"=20' HORIZONTAL: NAD 1983/1991
DESIGNED: �.: � " =rJ' }��
3 REVISED PER CITY REVIEW BJT 4/22/15 BJT � �
oRAwN:
2 REVISED PER CITY REVIEW RAG 3/30/15 BJT RENTON
�; L ONE INCH DATU M
1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: AT FULL SCALE Planning /Building /Public Works Dept.
WT IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED. SCALE ACCORDINGLY
aff
FLOOR REV. = Q PAD B_EV. + 7
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.
IJTt_RY CR08��OB
OIE 18' SD= 383.00
T/P 8' SS= 382.50
O3 IE 8' SS= 383.66
T/P 120 SD= 381.91
5- 381401
SEWER PLAN AND PROFILE
COPPERWOOD
WARRANT HOMES
14725 SE 36TH ST. SU11TE 200
BELLEVUE, WA 98006
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10/08/2014
FIELDEKM:
PACE:
oRAwwc No:
OF: 37
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