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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.
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 SEINER STUB FOR
LOTS 37, 40, 41, 42 AND
BERGQUIST PROPERTY
SEE SANITARY SEWER STUB CROSSING DETAIL ON SHEET 32.
L =46'
RIM = 387.20
IE= 381.20
SLOPE =3.7%
* OFFSITE PROPERTY TO BE
T
PROVIDED SEWER SERVICE
a CO
1+63
L =38'
RIM= 387.70
IE= 382.70
SLOPE = VARIES
S 381
`7
IE= 381.40 I L =46'
SLOPE =3.6% RIM = 388.00
IE= 382.00
SLOPE =4.3%
FN Im FLOOR ELEV. = BEAFM PAD ELEV. + T
403
TL".
6 "- SANITARY
SEWER STUB DESIGN TABLE
SD= 384.23
O4 T/P 8"
SS= 380.09
IE 12"
LOT #
IE 0 MAIN
PIPE# S OPEGTH &
IE 0 BEND
PIPE# SLOPE LENGTH &
IE 0 LOT
BERGQUIST
380.16
8
LF
0
24.41 %
382.11
30
LF
0
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
0
32.20%
381.84
30
LF
0
2.00%
382.40
41
378.88
8
LF
0
38.74%
382.12
30
LF
0
2.00%
382.70
42
378.55
8
LF
0
44.72%
382.37
F30
LF
0
2.00X
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
T
PROVIDED SEWER SERVICE
a CO
1+63
L =38'
RIM= 387.70
IE= 382.70
SLOPE = VARIES
S 381
`7
IE= 381.40 I L =46'
SLOPE =3.6% RIM = 388.00
IE= 382.00
SLOPE =4.3%
FN Im FLOOR ELEV. = BEAFM PAD ELEV. + T
403
TL".
4. SHALLOW MANHOLES PER C.O.R. STD PLAN
IE 12"
SD= 384.23
O4 T/P 8"
SS= 380.09
IE 12"
SD= 381.37
O5 T/P 8"
SS= 378.60
IE 12"
SD= 381.83
O6 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.
406
4. SHALLOW MANHOLES PER C.O.R. STD PLAN
400.2
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LOW PT STA =
2 fi +8 .21
LO
000
W
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HtG # PT STA = 20 +40.00
Y
LOW PT STA = 19 +40.00
LOW - PT ELEV
38,6.01
HIGH PT ELEV =387.47
LOW PT ELEV - 386.57
PVI -STA = 2
+Q3.8S
_
PVI STA = 20 +40.00
PVI STA = 19 +40.00
PVI ELEV =
3$5.68
PVI ELEV = 387.32
PVI ELEV = 386.32
-.
K- = 33.3
K = 50.00
K =50.00
400.
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385
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- - -- - - ----
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-
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375
STA.
_ 22 +86.50, 4.00 , RT
uj
RIM _
387.15
Ty l
ig
IE =
3-7-7.43 (g" S)
-
_
STA.
= 18 +86,50, 4.00',
RT
_
RtM =
386.77
TYM 1-4W
tii
IE =377.33
(�' �
IE =
379.53 8" S
{
3
■
STA. = 18 +07.85, 4600', RT
- EXISTING G
0 CENTER -
E
GRAHAM AVE SE
RIM =- -- 387.56
IE 380.3.2 (g„ N) ,
3%0
_
PROPOSED
0 CENTER
1 " =20'
1 5'
366
_.
366
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VERTICAL DATUM
CITY OF RENTON, NAVD 88
BENCHMARK
FOUND MONUMENT IN CASE
CONIC MONUMENT W /BR/5S NAIL
SET 0.65' BELOW GRADE
CITY OF RENTON CONTROL
POINT N0. 478 EL= 391.016
(JUNE 2012)
22+00 21+00 20+00 19+00
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS SURVEYED: SCALE;
BCE VERTICAL: NAVD CITY OF
H�Z.: � � =20' HORIZONTAL: NAD 1983/83/
OR 1991 �
APPROVED BY I� DATE ' 30' �D/S DES
: VERT.: 1' =5' �"
!� 3 REVISED PER CITY REVIEW BJT 4/22/15 BJT RENTON
DRAWN:
.JL
APPROVED BY DATE 2 REVISED PER CITY REVIEW RAG 3/30/15 BJT RAC
I ONE INCH I DATUM
APPROVED BY DATE 1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: AT FULL SCALE
8JT IF NOT ONE INCH Planning /Building /Public Works Dept.
APPROVED BY DATE NO. R EVI S I 0 N BY DATE AP P R APPROVED. SCALE ACCORDINGLY
aff
SEWER PLAN AND PROFILE
COPPERWOOD
QUADRANT HOMES
14725 SE 36TH ST. SUlffE 200
BELLEVUE, WA 98006
41
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L
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10/08/2014
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PAGE:
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SHEET OF: 37
IAI- ININININIAIA
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