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Q _ NOTE:
O 0 1. MINIMUM OF 10 FT SEPARATION BETWEEN
N
V N SEWER MAIN AND WATER MAIN. MINIMUM OF 7
W r- FT BETWEEN SEWER MAIN AND STORM LINE.
J 2. MINIMUM OF 12 IN VERTICAL SEPARATION
Ll. BETWEEN SEWER LINE AND OTHER UTILITIES.
CONTRACTOR TO CUT INTO IF THIS IS NOT POSSIBLE ETHO FOAM
EXISTING SEWER AND INSTALL PADDING WILL BE PROVIDED.
0 10 20 NEW SADDLE MANHOLE.
CONTRACTOR TO VERIFY EXISTING CO
INVERT PRIOR TO CONSTRUCTION.
Q CONTACT ENGINEER IF CONFLICT 0 +79� 1+21
CO
o EXISTS. L -38
O . M 27 RIM = 391.40 L =38' 26
a 391.40 IE= 385.40 RIM =39.� :10 391.10
O 0 =1
a s K SLOP E 6.3% IE -
315.10
SLOPE= : 14.9%
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375
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
CO
Q
♦
L =46'
0
,}
�►
°
IE= 383.20
1+75
v
1
°
° ♦
D .
°
2+75
WAft.
CO
30 LF O 2.00%
25
yy� � YJ _ Q ♦ �,
24.
CO
23
L =38'
ws W O: -
3 +21
N
390.40
RIM= 390.40
Q 0 •
1
2+21
L
O
389.40
-
RIM- 389.40
0 3 v
_ - -
•....
: L -38'
CO
W
W
IE= 384.40
:••••••••••••
=38
x
uj
' •�
f�
•
0+72
co
w =� ♦
• •39�
�.
1 L =46 f
2 1 +18
1
SLOPE= 12.3%
RIM =
- 391.50
L =4fi
_
Z
LJ
391.50 IE= 385.50
391.20 RIM = 391.20
1. SEWER PIPE SHALL BE 8' PVC SDR
-35 UNLESS
SLOPE= 13.7%
IE= 385.20
NOTED OTHERWISE.
U N
SLOPE= 12.5%
2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC
IE= 384.20
SDR -35 O 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
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
v Q �
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v Nib
°° Q v • v ° ♦ ° ♦ v
v CO
3 1+72
390.50 L =46'
RIM = 390.50
IE= 384.50
SLOPE= 10.4%
CO
Q
♦
L =46'
0
RIW= 389.50
�►
°
IE= 383.20
1+75
v
1
°
° ♦
D .
°
2+75
WAft.
CO
30 LF O 2.00%
25
L =38'
24.
CO
23
L =38'
22
3 +21
N
390.40
RIM= 390.40
39.0:20
1
2+21
L
O
389.40
-
RIM- 389.40
ZM
389.20
: L -38'
W
W
IE= 384.40
:••••••••••••
=38
I
r-
v
Il
IE= 383.40
In
:RIM= 389.20
5 Z
r-
SLOPE= 12.3%
oo-1
W
RIM = 390.20•- °.'
Z
LJ
.
SLOPE =8.3X
J
:IE= 383.20
U N
^�
IE= 384.20
•SLOPE =7.2%
SLOPE = 1 7%
PVt ELEV - 391,05'
_
1
LLJ
a
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v Nib
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v CO
3 1+72
390.50 L =46'
RIM = 390.50
IE= 384.50
SLOPE= 10.4%
\--2+18 5 CO
4
390.20 L -46' 389. 0
RIM = 390.20
IE= 384.20
SLOPE =9.2X BEARING PAD
ELEVATION (TYP.)
*NOTE:
SEE DETAIL SHEET 32
FOR CROSSING OF STORM
WITH SEWER STUB FOR
LOTS 19 AND 20.
CO Co
21 3 +75 0 +21
388..4(0'•• L =48' L =38'
••• •••••RIM= 388.40 RIM = 388.10
IE= 382.40 IE= 385.10
SI-OPE =4.3% SLOPE= VARIES
a `
o
4-T-,
p,
- - - -- -- - --
CO °
CO
Q
♦
L =46'
389,20 L =46' 388.50
RIW= 389.50
�►
°
IE= 383.20
♦
D 1
v
1
°
° ♦
D .
°
381.11
WAft.
384.51
30 LF O 2.00%
1 385.10
W
DATE
APPR
I APPROVED:
aff
x
Q
0z
Z
Z
j
N
I �
W
gZ
Q
O
LOW -PT ELEV = _390.75 _ _
00
ZM
Z
-
W
W
N
�
Q
I
I
r-
\--2+18 5 CO
4
390.20 L -46' 389. 0
RIM = 390.20
IE= 384.20
SLOPE =9.2X BEARING PAD
ELEVATION (TYP.)
*NOTE:
SEE DETAIL SHEET 32
FOR CROSSING OF STORM
WITH SEWER STUB FOR
LOTS 19 AND 20.
CO Co
21 3 +75 0 +21
388..4(0'•• L =48' L =38'
••• •••••RIM= 388.40 RIM = 388.10
IE= 382.40 IE= 385.10
SI-OPE =4.3% SLOPE= VARIES
a `
o
4-T-,
p,
- - - -- -- - --
CO °
CO
2 +72
6 3 +18 7
L =46'
389,20 L =46' 388.50
RIW= 389.50
RIM = 389.20
IE= 383.50
IE= 383.20
SLOPE =7.1 %
SLOPE =5.9%
6 "- SANITARY SEWER STUB DESIGN TABLE
LOT #
IE O MAIN
PIPE #1 LENGTH &
SLOPE
IE O BEND
I
PIPE #2 LENGTH dt
I SLOPE
IE O LOT
19
381.41
8 LF 0 31.17%
383.96
30 LF O 2.0OX
384.55
20
381.11
8 LF 0 41.62X
384.51
30 LF O 2.00%
1 385.10
SEE SANITARY SEWER STUB CROSSING DETAIL ON SHEET 32.
- -
Q a D
. -__ _. __
� D v
jig v
Vi
0 +18
CO till
RIMj•388.20 +
3 +72
IE= 387:20
�-L =4fi' SLOPE=•2.4% CO
RIM = 388.50 8 ��o 0 +71
IE=- 382.50 388.20 ! 387.50 L -46'
SLOPE =3.8% CROSSING #1 NOTE: RIM = 387.50
WATER MAIN AND SEWER MAIN PIPES IE= 382.50
LrTL" CROBSNM SHALL BE CENTERED OVER CROSSING. SLOPE =2.5%
ENCASE WATER MAIN WITH CONCRETE
OIE 8" W= 382.71 5' EITHER SIDE OF SEWER MAIN
T/P 8" SS= 382.21 CROSSING AND PROVIDE ETHO FOAM
PADDING. COORDINATE WITH WATER
DISTRICT 90 PRIOR TO CONSTRUCTION
---- c0
+ 1 +17
L =42'
j RIM= 387.20
387.20 IE= 382.80
SLOPE =2.9X
V+00 11+00 12+00 13+00 14+00
VERTICAL DATUM CITY OF RENTON
CITY OF RENTON, NAVD 88 DEPARTMENT OF PUBLIC WORKS
13ENCHMARK _Ile 00
dr
FOUND MONUMENT IN CASE APPPANED BY DATE �' D• ZO /�
CONC MONUMENT W /BRASS NAIL / '/ ;�./
SET W APPFiONED ���iC► -':� DATE ///j�b 4C
ET 65 BELOW GRADE
CITY OF RENTON CONTROL APPROVED BY DATE
POINT NO. 478 EL= 391.016
(JUNE 2012) APPROVED BY _ - - DATE
3 REVISED PER CITY REVIEW
2 REVISED PER CITY REVIEW
1 REVISED PER CITY REVIEW
N0. REVISION
•
LOW PT STA = -10 +98.31
N
z
_
BJT
4/22/15
BJT
RAG
3/30/15
BJT
DRAWN:
BJT
1/15/15
BJT
CHECKED:
BJT
BY
DATE
APPR
I APPROVED:
aff
x
Q
0z
Z
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j
N
I �
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gZ
Q
O
LOW -PT ELEV = _390.75 _ _
00
ZM
Z
-
W
W
N
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-PVI STA = 10 +66.31
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PVt ELEV - 391,05'
a
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PROPOSED GRADE O- CENTERLINE
.>
EXISTING- GRADE O CENTERLM E
Li
4
12 STORM
i
.,.._m.»........
t
-
, �
- - ------- -
-
-
STOP-
...- ...- ._ -...
.+..,.„®.,tea..._..-- ..,....
i Ft
;
4
3w
cm
wi
�� X48'
STA.
= 15+15.52
5.13' RT
375
ST
= 30 +03.91, 5.5 1 ',
LT
ST
.
= 13 +84.58 4.00' LT
RIM
= 386.52
'
= 392.26
R
387. fig
If =
,
381.62 (S'
tE
= 378.91 ($' J)
tE
381.01 (8" S)
IE =
381.72 (8
- 1E
= 37,8.$1 (8" NF}
•
IE
=380.91
(8" N)
IE =
381.72 (6 "
FIELD Ls
EXIST -q�IG GRADE
0 CENTERLINE
1 H =20' _
PROPOSED GRADE
0 CENTERLINE
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V+00 11+00 12+00 13+00 14+00
VERTICAL DATUM CITY OF RENTON
CITY OF RENTON, NAVD 88 DEPARTMENT OF PUBLIC WORKS
13ENCHMARK _Ile 00
dr
FOUND MONUMENT IN CASE APPPANED BY DATE �' D• ZO /�
CONC MONUMENT W /BRASS NAIL / '/ ;�./
SET W APPFiONED ���iC► -':� DATE ///j�b 4C
ET 65 BELOW GRADE
CITY OF RENTON CONTROL APPROVED BY DATE
POINT NO. 478 EL= 391.016
(JUNE 2012) APPROVED BY _ - - DATE
3 REVISED PER CITY REVIEW
2 REVISED PER CITY REVIEW
1 REVISED PER CITY REVIEW
N0. REVISION
SCALE.
VERTICAL: NAVD 19M
H SEWER PLAN AND PROFILE
oRiz.: � � =20' HORIZONTAL: NAD 1983/1991 :� CITY 0 �
RENTON COPPERWOOD
I ONE '"C" DATU M QUA HOMES
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH 14725 SE 36TH ST. SUITE 200
SCALE ACCORDINGLY BELL-E VU E, WA 98006
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•
SURVEYED:
BCE
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DESIGNED:
BJT
BJT
4/22/15
BJT
RAG
3/30/15
BJT
DRAWN:
BJT
1/15/15
BJT
CHECKED:
BJT
BY
DATE
APPR
I APPROVED:
aff
SCALE.
VERTICAL: NAVD 19M
H SEWER PLAN AND PROFILE
oRiz.: � � =20' HORIZONTAL: NAD 1983/1991 :� CITY 0 �
RENTON COPPERWOOD
I ONE '"C" DATU M QUA HOMES
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH 14725 SE 36TH ST. SUITE 200
SCALE ACCORDINGLY BELL-E VU E, WA 98006
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PAGE:
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