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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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T--.761
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 �
Q ° • Q ♦
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
O`_
�--- .-- -
: jo
•
-
•
i
.. _ ... q'
•. ° E
p
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-
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uo
-
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-7-7-77-
°
•
600
X
.........
�i
•
i
°
°
°
•
v Q �
Q ° • Q ♦
v Nib
°° Q v • v ° ♦ ° ♦ v
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
Z
j
N
I �
W
gZ
Q
O
LOW -PT ELEV = _390.75 _ _
00
ZM
Z
-
W
W
N
�
Q
I
I
r-
W
W
Z
L /
In
Ln
5 Z
r-
oo--%
oo-1
W
N
Z
LJ
N
��
N
J
-PVI STA = 10 +66.31
U N
PVt ELEV - 391,05'
a
K =60.00
O0)
uo
-
+
Q
600
N
�i
_
Q�
Go
+
1
-
em
Z
.
LLJ
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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to
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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
�l AL ki
f� Q
N Z
V , C \��v
NA L
•
SURVEYED:
BCE
N
z
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
�l AL ki
f� Q
N Z
V , C \��v
NA L
io /oa /zo�a
PAGE:
DRAWING M:
S"EE,:27 OF 37
N N N NIAIA
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DRAWING M:
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SEWER PLAN AND PROFILE
w � FOR
0
COPPERWOOD
uj 1 =20'
..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
a •
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
;5
Z
LLJ
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
(n
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%
4 a•
d-
a ee
A-
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
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
=
U)
C5 U
ZD
T
i
m
Z Ix
O
(n
�
� N
D
405
r1
LOW PT STA = 15 + 40.. 00
D_ J
:D
<L-
;5
Z
LLJ
Q
N
O
HIGH PT STA = 17+40.00
�'
m
Z
��
N
- _ LOW PT ELEV = 386.57
z�
Z
00
0�0
Ww
N
Q
�Ln
I
I
r-
HIGH PT ELEV = 388.07
0Z
PVI STA = 15 +40.00
N
00
Z
N
N
PVl STA = 17 +40.00
U
-
PVt ELEV = 386.32
PVi ELEV = 388.32
K = 50.44
K = 50. 0-0 -
i nn'vr
400
oom.
N
00
0,
..
N
-_..
do
00
+00
Lo
cD
%
395
LLJ
(n
C)
•
EXISTING GRADE 0
CENTERLINE
PROPOSED GRADE O CENTERLINE
--
Go
}
ft
t
+
-
Y
8 INAT�R
w
__.._
24" STORM
f3 Y
;
------ __- _.
_._...._ - -------
.__ ...._
89W7
OW MH
OW M
STA.
= 1
+26.85, 10.00',
RT
STA.
= 15+54.02, �.��', RT
RIM
=
7.85
375
RIM
386.37
tE =
38
82 8 P fit)
tE =
381.94 (8'
IE
38
92 (s. E)
tE =
382.04 (8" E)
-
374_
&E
-
3RD PL
EXISTING GRADE
0 CENTERLINE
�-
,
1 �
PROPOSED
�.
-
-
0 LINE
M5
CO 00
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tp
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t C)
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00
00
00
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r�
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COco
PO P
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18+00
n+00
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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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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CITY OF RENTON, NAVD 88
BENCHMARK
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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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10/08/2014
11a.DBOOK:
PAGE:
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SHEET OF: 37
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BENCHMARK
FOUND MONUMENT IN CASE
CONC MONUMENT W /BRASS NAIL
SET 0.65' BELOW GRADE
CITY OF RENTON CONTROL
POINT N0. 478 EL= 391.016
(JUNE 2012)
SEWER PLAN AND PROFILE
FOR
COPPERWOOD
PTN OF THE NW1 /4, OF THE SE1 /4 OF SEC. 15
TWP. 23 N., RCS 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
*NOTE:
SEE DETAIL SHEET 32
FOR CROSSING OF STORM
WITH SEWER STUB FOR
LOTS 32 AND 33.
6"— SANITARY SEWER STUB DESIGN TABLE
LOT
IE ® MAIN
PIPE #1 LENGTH &
SLOPE
IE ® BEND
PIPE #2 LENGTH &
SLOPE
IE @ CO
38
379.29
8 LF 0 29.81 %
381.67
16 LF ® 2.00%
381.98
39
379.27 1
8 LF 0 30.24%
381.69
16 LF 0 2.00%
382.00
SEE SANITARY SEWER STUB CROSSING DETAIL ON SHEET 32.
F�I D FLOOR ELEV. = WEAFM PAD ELEV. + 3'
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
APPROVED BY � DATE D 'Zs Jf S
3 REVISED PER CITY REVIEW BJT 4/22/15
APPROVED DATE % Z�Z 2 REVISED PER CITY REVIEW RAG 3/30/15
APPROVED BY DATE 1 REVISED PER CITY REVIEW BJT 1/15/15
APPROVED BY DATE NO. REVISION BY DATE
SURVEYED:
BCE
DESIGNED:
BJT BJT
BJT DRAWN:
RAG
BJT CHECKED:
BJT
A P P R APPROVED:
BJT
IE= 381.20
SLOPE =2.0%
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
DATU M
�% }= CITY OE
R ENTON
Planning /Building /Public Works Dept.
381404
SEWER PLAN AND PROFILE
COPPERWOOD
OUADRANT HOMES
14725 SE 36TH ST. SUITE 200
BELLEVUE, WA 98006
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SEE NOTE 6
MORTAR JOINT(S) 3/8., MIN,)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS --- POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER- POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - `EC
CONCRETE SHELL""
PRECAST BASE SECTION
OR CAST IN SHELF.
48" MH
O
SANITARY SEWER NOTES AND SPECIFICATIONS
R r l f ?
5 "MIN 24" MIN.
O
54" MH
54"
8., MIN,
5.5" MIN. 24" MIN.
1.
ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
60"
Q
6" MIN_ 42" MIN.
SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS
LiJ
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
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SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON
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THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY
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SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE
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PLAN NING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN
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3.
ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
>
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE.
4.
APRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR
TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL
BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) R SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5.
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
SITE.
7' E
u
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD PLAN 401
ADJUSTMENT RINGS 2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) 3/8., MIN,)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS --- POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER- POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - `EC
CONCRETE SHELL""
PRECAST BASE SECTION
OR CAST IN SHELF.
48" MH
.A?
48"
?Bf
6" MIN.
R r l f ?
5 "MIN 24" MIN.
4Ew
21" 1, D_
54" MH
54"
8., MIN,
5.5" MIN. 24" MIN.
24" I.D.
60" MH
60"
8" MAIN_
6" MIN_ 42" MIN.
I 30" I_D.
NOTES.:
1 STEPS TO BE POLYPROPYLENE SAFETY STEPS
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3 CASTING SHALL BE PER STD PLAN 401.
4. MANHOLE SECTIONS TO BE Of REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE. RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COM81NATION OF
ADJUSTMENT RINGS. BRICKS AND MORTAR ON BRICKS SHALL. BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED
7. SANITARY SEWER MANHOLES SHALT_ HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A NIGH SOLIDS URETHANE COATING: WASSER MC- AROSHIELD OR
APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE.
8. RUDER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443,
9 CHANNEL � I GH T SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF T HE LARGEST PIP E.
10. CONNECTIONS TO MANHOLE SHALT.. BE MADE USING GPK ADAPTOR, KOR --N-- SEAT.. 800TS OR
APPROVED EQUAL.
11 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6° AND A MAXIMUM OF 1 `.,
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE,
IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO LATCH PAVING.
PUBLIC WORKS STANDARD SANITARY MANHOLE
DEPARTMENT
SEPTEMBER 2011
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
APPROVED BY
�'s1 �,. DATE 369 Z�r�
APPROVED BY
DATE
Lei
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APPROVED BY
DATE
APPROVED BY
DATE
SEWER NOTES AND DETAILS
FOR
COPPER WOOD
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
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF
THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY
TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED
LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE
SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE
SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
OTHERWISE APPROVED BY
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988
METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991
METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
ADJUSTMEN
SEE NOTE
MOR TAR JC
SEE NOTE
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION
AFTER THE COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION
IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE
WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY
OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL,
TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON
A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES
ABOVE AND BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE
WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING
POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH
PAVING.
.......n. r rrl ...f- .. #% FO R
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401,
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5, ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY BRICKS SHALL
BE STAGGERED TO CREATE A RUNNING BOND OR 1,12 BOND.
THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER
MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE MITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -441
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL
BOOTS OR APPROVED EQUAL.
11. IN UNIMPROVED AREAS MANHOLES SHA LL EXTEND A MINIMUM OF 6 " AND A MAXIMUM M OF
12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING_
PUBLIC WORKS SANITARY MANHOLE
sm. PIM - aoo.a
DEPARTMENT SHALLOW SEPTEMBER 2011
3 REVISED PER CITY REVIEW BJT 4/22/15
2 REVISED PER CITY REVIEW RAG 3/30/15
1 REVISED PER CITY REVIEW BJT 1/15/15
N0. REVISION BY DATE
SURVEYED:
BCE
DESIGNED:
BJT BJT
BJT DRAWN:
RAG
BJT CHECKED:
BJT
AP P R APPROVED:
BJT
SCALE:
HORIZ.: N/A
VERT.: N/A
I ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
t, I
f
:�.
COVER.
n �'a
JAi Atilt -+rid, -°4ANf` A
7 ., BE 2" BE _I`
Aj ,_v STNEN' RIN- 3R A
_
V! *I €v M iF B" m- -' +E V';' R
..
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f`'s'f ''" S +aai l'� '��; w I.t I" Y {y ;.'. ". S f' '`�.'�iT
b. _ . �.
1 REMOVE PAVEMENT AND BASE MtATER!ALS I:Ok A DISTANCE
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR
FEET ADJUST CASTING FRAME TO PAVEMENT SJRFACE
JSING R'�SER RINGS OR C%}NCRIETF BLOCKS PER STD PLAN
400 1.
2 REPLACE= EXCAVATED MATERIAL WITH A MiNIVU16' OF 9' CF
CLASS 'B' ASPHALT OR TO A DEPTH THAT S 2" BELOW THE
80 T0%4 OF THE JPPER ADJUSTMENT RfNG WH CHEVER ?S
GREATER OR AS APPROVED BY THE ENGINEER
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
3 ALL .IG *ITS BE71WEEEN THE CO%E, ADJUSTMENT RIGS.
BRICKS AND FRAME SHALL BE GROUTED
4 ADJUSTYENT OF THE FRAME TO GRADE SHALL BE
ACCOMPLISHED WIT14 A COMBINATION OF ADAISTMENT
RINGS, BRICKS AND MORTAR ONLY BRICKS SHALL BE
STAGGERED TO CREATE A RUNNING 50140 OR 12 BLIND THE
lift.
9!'D. PIJif -400.4
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RENTON
COPPERWOOD F*lDEIOOK:
14725 QUAD36TH RANTcvH�OcM,E1rtS� n Planning /Building /Public Works Dept. SE � 1 . 'W' 1 C 200
BELLEVUE, WA 98006 SHEET: � OF:
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BOL,THOLaE - 3 PLC3
EQUALLY SPACED 121
APART ON 23 1/16* (586mm,)
DIA B.C. (:SEE DE TA10
RENTON
st r es�
COVER & FRAME
PLAN VIEW
DIA
I� I
6R
TYP
COVER SECTION VIEW
26 112' DIA
1673rvm1
25 1/4' DIA
[641rm1
1/4' (6«tin) DIA (27mfn1
NEOPRENE GASKET
6'
23 3/8' DIA CL OPEN
[ 16r►r+ 1 [ 594 mm )
27 5/16' DIA
[694mml
34 1/8' DIA
4
) BLS` SOC, ( ALLEN HEAD)
5/8'-11 x 1,
RUBBER WASHER
EON BOLTING DETAIL
(pp11y/44q'
1 t} AT j} j6'
[ )
GASKET GROOVE DETAIL
LOD I MMJ NOTES=
FRAME SECTION VIEW 1 ALL COVERS SHALL DE LOCKING LID PER EAST
JORDAN IRON WORKS INC. NO. 371701 OR EOUAL.
2. USE FRAME. AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER "), OR WATER (SPECIFY "WATER,:).
PUBLIC CORKS �' �� � ��
DEPARTMENT
��ANt1t3t.E FRAME AND COVER
DECEMBER 2008
SEWER NOTES AND DETAILS
FOR
COPPERWOOD
PTN OF THE NW1 /4, OF THE SE11/4 OF SEC. 15
TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
NQT:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
PUBLIC WORKS STANDARD SIDIE SEWER 3!'D. PLAN —404.1
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) JANUARY 2013
2"x4"
MARKER
, 10' JOINT UE
ALL 40" '143 NS :4iAU ICE ACCOMPLISHED
BY MEANS Of' ' WYE I;ID " BEND. TWO
45` BENDS SHALL NOT BE ,ACCEPTABLE:
2 ,
PROPERTY LINE
2
FLOOD LEAEL RIMS LOCATED BELOW 'SHE: ELEVATION
S-0-
0
FUTURE
6" BUILDING SEWER PIPE
BUILDING SEWER
ri
2
-
N"-2"x -2 "x 4" STUD MARKING POST PAINTED
TEE WITH 6 SIDE OUTLET
fi xfi " X6 " WYE WHITE WITH THE WORD 'SEWER' STENCILED
>_
CL
SURFACE CLEANOUT WITH IN 3 " HIGH BLACK LETTERS AND #6 WIRE
CAST IRON RING eSe COYER
WRAPPED AROUND THE STUD AND
(EAST JORDAN IRON WORKS
EXTENDED TO THE TOP OF THE STUD.
2975 OR APPROVED EQUAL,
a
SPECIFY "SEWER" ON LID.
SEE STD. PLAN 403.1 FOR
6" WE SEWER AND BUILDING SEWER
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
PLAN
LINES ARE AS FOLLOWS.
SUILDINO DR AIN FOR
A.
VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEINER MAIN WITH
MAIN TO PROPERTY LINE 5'--G"
A NEW TEE USING FLEXIBLE COUPLINGS
PROPERTY LINE F
FROM THE HOUSE B
(FERNCO OR APPROVED EQUAL).
B
CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN NTH
A NEW TEE USING FLEXIBLE COUPLINGS
3'- 0'* T
(FERNCO OR APPROVED EQUAL)
C
PVC MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED
EOLIAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
D.
DUCTILE IRON MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E
MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE - DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE
1. 3:5 Mix
CONCRETE
BLOCKING
M z
4D 0
Oaf 2% MIN SLOE
6" SIDE OUTLET
HORIZONTAL
TEE
I -SEWER
6" MIN. MAIN
SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
TYPICAL SIDE SEWER ELEVATION
ELEVATION
NQT:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
PUBLIC WORKS STANDARD SIDIE SEWER 3!'D. PLAN —404.1
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) JANUARY 2013
2"x4"
MARKER
, 10' JOINT UE
ALL 40" '143 NS :4iAU ICE ACCOMPLISHED
BY MEANS Of' ' WYE I;ID " BEND. TWO
45` BENDS SHALL NOT BE ,ACCEPTABLE:
+
PUBLIC WORKS
DEPARTMENT
53' R
N TE
I Prior to instollofion of a sanitary sewer connection, a side -sewer
pe mit must € e- purchased from, the City of Benton Public Works
Deportment,
�. Ty
pes of pipe and fittings that con be used for sanitary sowers
shall be !approved by the Department of Public Worts Rubber or
neoprene 4askets as specified by the manufacturer. shall be
Used Oct dints.
?. A rmn irm im 9k *dee of (1/4 per €oo k t must be moon t aned
with 4' pipe, In the event a 2% geode cannot of be maintained. the
owrior must sign o City of Renton grade r eve farm and than
C-00 ins tail 6" pipe at a geode of 1 x
4. For tnspection of side sewer, call 4 hers in advance The
inspe sewer ction phone number is on the side ser pwmet Site
rY�ust be ready for inspection !send repr4»stintatseee on site whten
mspftctor orrives at appointed time_ Side s*vw and stub shah
be tested per City specifications. "e the connecb on of the
house €Ica not backfill the ditc0t until approv,W is 98Kn by this
inspector. Final ap;wovol will tae !rented after the existing septet
tank has been pumped out and filled with sand.
S install aide sewer with 2` minimum carer. 18" cover is ollowaid
at the houses sf Outlet ss shollow.
f, if side sewer stub is not ovaiJabic: The owner shall be
re Vonsible for its installation peer standard drawing 406 t AM
wheel•, within street right -of -way sh W be done by o licensed and
bonded controctor.
7 All work shall be accomplished in accotdonce with the Woovington
Industr€oi Safety and Health Act (*ASHA)
8 Ali trench restoration for si<je sewers n the pubHe roght -of -weir
shot conforr€+ to the most current trench restoration
requirements as in the Renton Stslndard Noeerrngs.
9, Ail building sewer and We sewers shall heaver bedding in
c
.:iccordortoe with standard !hawing 405.
10 There small tae a minimum 10 foot horizontal separation between
sanActry side &+ewers and water ssorviees and a minimum 5 foot
horizontal seporatscan between sanitory side sewers orid g, other
utilities
,ALL FOR LOCATIONS BEN~ OPE YOU DIG
48HR LOCATORS 1-800-424-5555
TYPICAL BUILDING SEWER SM. Pi.AN — 406.8
FROM PROPERTY LINE TO
BUILDING CONNECTION SEPTEMBER 2012
3w q
PAD EL O:f z VARIES VARIES
PER PLAN SEE SEE
CO (TYP) PLAN PLAN
3' MIN TO 6' VERTICAL BEND 10' MIN
0 CROSSING SEPARATION
IE =PER PLAN
IE =PER PLAN 12" MIN
LENGTH & SLOPE J2 \ \ 12" MIN
PER PLAN. 2% SLOE SD PER
MIN. 45% MAX PLAN
>?OP-
IE 8" ® MAI N
PER PLAN
SEWERMAIN
TEE CONNECTION
10' JOINT UE 1' TYP
�w
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PER PLAN
5'
TYP
WATERMAIN
6" SIDE SEWER
SERVICE STUB
VARIES PER PAN 2% MIN
CO (TYP)
IE =PER PLAN
3' MIN TO6'
381406
LENGTH & SLOPE
#1 PER PLAN
45% SLOPE MAX
2% MIN
SANITARY SEWER STUB CROSSING DETAIL
NOT TO SCALE
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SURVEYED: SCALE:
9CE VERTICAL. NAVD 1988 19
NT SEWER NOTES AND DETAILS
HORIZ.: N/A HORIZOAL: NAD 83/1991 �� CITY OF
APPROVED BY `f Cam- DATE DESK: VERT.: N/A �� �'s- 3 REVISED PER CITY REVIEW BJT 4/22/15 BJT M L COPPERWOOD
APPROVED BY DATE 2 REVISED PER CITY REVIEW RAG 3/30/15 BJT DI I: — RENT 0 N
R� WALD-PRANT HOMES
I ONE INCH I DATU M
1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: AT FULL SCALE g/ g/ Dept. 14725 SE 36TH ST. SUI'T'E 200
APPROVED BY DATE
IF NOT ONE INCH Planning/Building/Public Buildin Public Works
APPROVED BY DATE NO. REVISION BY DATE AP P R APPROVED. SCALE ACCORDINGLY
BELLEVUE, WA 918006
pF Sys >,
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,,— IF T+IE BUILDING`* SE.*R SERVES ANY FIXTURE HAVING
FLOOD LEAEL RIMS LOCATED BELOW 'SHE: ELEVATION
T tE NEXT UPSTREAM MANHOLE COWER OF THE
A P
PUSUC SEWER SYSTEM, A 8ACI€f*`i.0* PREWNTION
DEVICE SUCH AS CLEAN C"ECR E X TEND
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$1 INS - TALLED_
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SW,IRF ACE CLIP ANOU T
{ 4` #x 4 = =x4" WYE
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LOW ELEVATION HOUSE
MAIN TO PROPERTY LINE 5'--G"
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PUBLIC WORKS
DEPARTMENT
53' R
N TE
I Prior to instollofion of a sanitary sewer connection, a side -sewer
pe mit must € e- purchased from, the City of Benton Public Works
Deportment,
�. Ty
pes of pipe and fittings that con be used for sanitary sowers
shall be !approved by the Department of Public Worts Rubber or
neoprene 4askets as specified by the manufacturer. shall be
Used Oct dints.
?. A rmn irm im 9k *dee of (1/4 per €oo k t must be moon t aned
with 4' pipe, In the event a 2% geode cannot of be maintained. the
owrior must sign o City of Renton grade r eve farm and than
C-00 ins tail 6" pipe at a geode of 1 x
4. For tnspection of side sewer, call 4 hers in advance The
inspe sewer ction phone number is on the side ser pwmet Site
rY�ust be ready for inspection !send repr4»stintatseee on site whten
mspftctor orrives at appointed time_ Side s*vw and stub shah
be tested per City specifications. "e the connecb on of the
house €Ica not backfill the ditc0t until approv,W is 98Kn by this
inspector. Final ap;wovol will tae !rented after the existing septet
tank has been pumped out and filled with sand.
S install aide sewer with 2` minimum carer. 18" cover is ollowaid
at the houses sf Outlet ss shollow.
f, if side sewer stub is not ovaiJabic: The owner shall be
re Vonsible for its installation peer standard drawing 406 t AM
wheel•, within street right -of -way sh W be done by o licensed and
bonded controctor.
7 All work shall be accomplished in accotdonce with the Woovington
Industr€oi Safety and Health Act (*ASHA)
8 Ali trench restoration for si<je sewers n the pubHe roght -of -weir
shot conforr€+ to the most current trench restoration
requirements as in the Renton Stslndard Noeerrngs.
9, Ail building sewer and We sewers shall heaver bedding in
c
.:iccordortoe with standard !hawing 405.
10 There small tae a minimum 10 foot horizontal separation between
sanActry side &+ewers and water ssorviees and a minimum 5 foot
horizontal seporatscan between sanitory side sewers orid g, other
utilities
,ALL FOR LOCATIONS BEN~ OPE YOU DIG
48HR LOCATORS 1-800-424-5555
TYPICAL BUILDING SEWER SM. Pi.AN — 406.8
FROM PROPERTY LINE TO
BUILDING CONNECTION SEPTEMBER 2012
3w q
PAD EL O:f z VARIES VARIES
PER PLAN SEE SEE
CO (TYP) PLAN PLAN
3' MIN TO 6' VERTICAL BEND 10' MIN
0 CROSSING SEPARATION
IE =PER PLAN
IE =PER PLAN 12" MIN
LENGTH & SLOPE J2 \ \ 12" MIN
PER PLAN. 2% SLOE SD PER
MIN. 45% MAX PLAN
>?OP-
IE 8" ® MAI N
PER PLAN
SEWERMAIN
TEE CONNECTION
10' JOINT UE 1' TYP
�w
Z PAD EL
PER PLAN
5'
TYP
WATERMAIN
6" SIDE SEWER
SERVICE STUB
VARIES PER PAN 2% MIN
CO (TYP)
IE =PER PLAN
3' MIN TO6'
381406
LENGTH & SLOPE
#1 PER PLAN
45% SLOPE MAX
2% MIN
SANITARY SEWER STUB CROSSING DETAIL
NOT TO SCALE
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SURVEYED: SCALE:
9CE VERTICAL. NAVD 1988 19
NT SEWER NOTES AND DETAILS
HORIZ.: N/A HORIZOAL: NAD 83/1991 �� CITY OF
APPROVED BY `f Cam- DATE DESK: VERT.: N/A �� �'s- 3 REVISED PER CITY REVIEW BJT 4/22/15 BJT M L COPPERWOOD
APPROVED BY DATE 2 REVISED PER CITY REVIEW RAG 3/30/15 BJT DI I: — RENT 0 N
R� WALD-PRANT HOMES
I ONE INCH I DATU M
1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: AT FULL SCALE g/ g/ Dept. 14725 SE 36TH ST. SUI'T'E 200
APPROVED BY DATE
IF NOT ONE INCH Planning/Building/Public Buildin Public Works
APPROVED BY DATE NO. REVISION BY DATE AP P R APPROVED. SCALE ACCORDINGLY
BELLEVUE, WA 918006
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