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CONTRACTOR TO CUT INTO
EXISTING SEWER AND INSTALL
NEW SADDLE MANHOLE.
CONTRACTOR TO VERIFY EXISTING
INVERT PRIOR TO CONSTRUCTION.
CONTACT ENGINEER IF CONFLICT
EXISTS.
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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.
3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE
SAME MATERIAL AS THE SEWER
MAIN.
SEWER PLAN AND PROFILE
FOR
COPPERWOOD
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
BEARING PAD
ELEVATION (TYP.)
* NOTE:
SEE DETAIL SHEET 32
FOR CROSSING OF STORM
WITH SEWER STUB FOR
LOTS 37, 40, 41, 42 AND
BERGQUIST PROPERTY
6"-SANITARY
SEWER STUB DESIGN TABLE
LOT #
IE ® MAIN
PIPE#1 LENGTH &
SLOPE
IE ® BEND
PIPE#2 LENGTH &
SLOPE
IE ® LOT
BERGQUIST
380.16
8
LF
®
24.41 %
382.11
30
LF
®
2.00%
382.70
37
379.70
8
LF
0
27.03%
381.86
30
LF
0
2.00%
382.45
40
379.13
8
LF
®
32.20%
381.84
30
LF
®
2.00%
382.40
41
378.88
8
LF
®
38.74%
382.12
30
LF
0
2.00%
1 382.70
42
378.55
8
LF
®
44.72%
382.37
30
LF
CAD
2.00%
1 382.95
SEE SANITARY SEWER STUB CROSSING DETAIL ON SHEET 32.
L= 46'
RIM=387.20
IE=381.20
SLOPE=3.7%
* OFFSITE PROPERTY TO BE
PROVIDED SEWER SERVICE
T�
�R CO
1 +63
L=38'
RIM=387.70
IE=382.70
SLOPE=VARIES S 381
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IE=381.40 I L=46'
SLOPE=3.6% RIM=388.00
IE=382.00
SLOPE=4.3%
FINISHED FLOOR ELEV. = BEARING PAD ELEV. + T
403
12"
SD=384.23
®IE
T/P 8"
SS=380.09
IE 12"
SD=381.37
T/P 8"
SS=378.60
12"
SD=381.83
®IE
T/P 8"
SS=378.28
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.
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10/08/2014
FIELDBOOK:
PAGE:
DRAWING NO:
SHEET:29 2-: 37
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