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26 112" DIA
r [673mml --�
25 114" DIA
i• -
[641mm) 1 1,"16"
-- [27ntm]
/1r4" (6mnt) DIA
NEOPRENE GASKET
.i
6"
[152mmJ
23 318" DIA CL OPEN
(16mm] s- .. [594mmJ
27 5;16" DIA
[694mm]
:41!8" DIA _
(867mm]
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
518"-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4"
(6mm) 11A6"
[27mmJ
[3mmJ
(R3rnm]
GASKET GROOVE DETAIL
NOTES
ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1
OR APPROVED EQUAL.
�ZY _ STD. PLAN - 204.50
PLI'BLIC WORKS STORM ROUND FRAME AND COVER
` I.)EPARTMENT
MARCH 2008
Z
PROPERTY LINE
. 48" IAM.
24" DIAMD
1%2" [13mwj LETTERING
0
' FUTURE
_
T`- ;,'
--- BOLTHOLES - 3 PLCS EOUALLY SPACED 120'
% APART ON 23 1:16" t586mm) DIA B.C.
1211.... _ .. I ill
----------
--- --1"
CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG.
— d
I"MIN.
w
Z �2"x
�6"X6"X6"
TEE WITH 6" SIDE OUTLET
4" STUD MARKING POST PAINTED
-' WYE WHITE WITH THE WORD "SEWER" STENCILED
84" or 96" FLAT SLAB TOP j
>-SURFACE CLEANOUT WITH
IN 3" HIGH BLACK LETTERS AND #6 WIRE
HOUSEf
HOUSE of o
ft�CAST IRON RING &COVER
UJ WRAPPED AROUND THE STUD AND
0 0
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a_ (EAST JORDAN IRON WORKS
0 EXTENDED TO THE TOP OF THE STUD.
-�
2975 OR APPROVED EQUAL,
2
� SPECIFY "SEWER" ON LID,
#5 BARS Ca? 6" SPACING
SEE STD. PLAN 403.1 FORINSTALLATION)
6" SIDE SEWER AND BUILDING SEWER
(TYPICAL)6"x
�- 4" SEWER PIPE, SEE NOTES 2
RENTON
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
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LINES ARE AS FOLLOWS:
f
A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
Q07-3' MIN.
A NEW TEE USING FLEXIBLE COUPLINGS
24" DIAM., 48" DIAM. .J -'
(FERNCO OR APPROVED EQUAL).
AHEAD OF THE CURVE
B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
i - FOR ACCESS AND STEPS
r
A NEW TEE USING FLEXIBLE COUPLINGS
t
'
2 1f2" MAX.
C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED
T / T.
T -JI P 1
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
24" MIN.
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
—
(1) 1" (25mrn)
�\ - i#4 BARS @ 6" SPACING
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
i`
DIA PICKHOLE
X
STRUCTURE SHALL BE CORE -DRILLED.
y
60" ALLOWABLE MAX.
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FOR CAST IRON PIPE
_- 1 V4" [32ntm]
LETTERING
24" DIAM. HOLE _.
owner rnust sign a City of Renton grade release form and then
PLAN VIEW
can install 6'• pipe at a grade of 1%.
t— _48 MIN
DIA.
4. For inspection of side sewer, call 24 hours in advance. The
2 1/2" MAX ECCENTRIC CONE SECTION
inspection phone number is on the side sewer permit. Site
-+2 ..:
[635mmi
1"
B
inspector arrives at appointed time. Side sewer and stub shall
- [25mm]
/ y 34"
house. Do not backfill the ditch until approval is given by the
3�4"
inspector. Final approval will be granted after the existing septic
SIDE SEWER BUILDING SEWER 2'-6"
tank has been pumped out and filled with sone.
[19mm]
h
.p:
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/
ii -'
j
✓
,ONE #3 BAR HOOP
6. If side sewer stub is not available. The owner shall be
_____-....... ,.
4_...._ [222mirr]
[64rrm]
work within street right-of-way shall be done by a licensed and
CIRCULAR ADJUSTMENT SECTION
TYP
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� a v -0 G) rn m � m N ,- m z p 00 -u
m
1.0 As an acceptable alternative to rebar, wire mesh having a
z a p m rn o X Z A m A m
COVER SECTION VIEW
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ID
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26 112" DIA
r [673mml --�
25 114" DIA
i• -
[641mm) 1 1,"16"
-- [27ntm]
/1r4" (6mnt) DIA
NEOPRENE GASKET
.i
6"
[152mmJ
23 318" DIA CL OPEN
(16mm] s- .. [594mmJ
27 5;16" DIA
[694mm]
:41!8" DIA _
(867mm]
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
518"-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4"
(6mm) 11A6"
[27mmJ
[3mmJ
(R3rnm]
GASKET GROOVE DETAIL
NOTES
ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1
OR APPROVED EQUAL.
�ZY _ STD. PLAN - 204.50
PLI'BLIC WORKS STORM ROUND FRAME AND COVER
` I.)EPARTMENT
MARCH 2008
Z
PROPERTY LINE
. 48" IAM.
24" DIAMD
3'-0-
0
' FUTURE
6" BUILDING SEWER PIPE 1
BUILDING SEWER
1211.... _ .. I ill
----------
--- --1"
CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG.
— d
I"MIN.
w
Z �2"x
�6"X6"X6"
TEE WITH 6" SIDE OUTLET
4" STUD MARKING POST PAINTED
-' WYE WHITE WITH THE WORD "SEWER" STENCILED
84" or 96" FLAT SLAB TOP j
>-SURFACE CLEANOUT WITH
IN 3" HIGH BLACK LETTERS AND #6 WIRE
HOUSEf
HOUSE of o
ft�CAST IRON RING &COVER
UJ WRAPPED AROUND THE STUD AND
0 0
a_ o_
a_ (EAST JORDAN IRON WORKS
0 EXTENDED TO THE TOP OF THE STUD.
-�
2975 OR APPROVED EQUAL,
2
� SPECIFY "SEWER" ON LID,
#5 BARS Ca? 6" SPACING
SEE STD. PLAN 403.1 FORINSTALLATION)
6" SIDE SEWER AND BUILDING SEWER
(TYPICAL)6"x
�- 4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
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LINES ARE AS FOLLOWS:
f
A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
Q07-3' MIN.
A NEW TEE USING FLEXIBLE COUPLINGS
24" DIAM., 48" DIAM. .J -'
(FERNCO OR APPROVED EQUAL).
OR 54" DIAM. HOLE
2" (TYP h� - TYPICAL ORIENTATION
B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
i - FOR ACCESS AND STEPS
r
A NEW TEE USING FLEXIBLE COUPLINGS
c �... t ............. 1" MIN-
(FERNCO OR APPROVED EQUAL).
2 1f2" MAX.
C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED
72" FLAT SLAB TOP
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
24" MIN.
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
PUBLIC SEWER � SYSTEM, A BACKFLOW PREVENTION
APPROVED EQUAL)
�\ - i#4 BARS @ 6" SPACING
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
INSTALLED,
AT MANUFACTURED KNOCK -OUTS OR THE
X
STRUCTURE SHALL BE CORE -DRILLED.
cc
60" ALLOWABLE MAX.
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FOR CAST IRON PIPE
20" x 24" OR ...f
OR DUCTILE IRON PIPE. �(
1:3:5 MIX tx�
CONCRETE
BLOCKING
6" SIDE OUTLET TEE
i SEWER
6" MIN. MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
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TI IV1\ILVIV IhL
SEWER MAIN
TYPICAL SIDE SEWER ELEVATION
NOTE:
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 SIDE SEWER• P - 406•
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) JANUARY 2013
Plotted: May 29, 2015 - 8:34om ifitzjames 0:\Dci-Civil\2014\14012-0023- Renton -Heritage-Apt\dwg\14023-PLN.dwg Layout Name: C502
3
4
is
#6 BARS @ 7" SPACING r I�
12" (TYP.)
I-
x
20" x 24",
<
. 48" IAM.
24" DIAMD
BY MEANS OF A WYE AND 45' BEND. TWO
OR 54" DIAM. HOLE
45' BENDS SHALL NOT BE ACCEPTABLE,
2" (TYP.) :...
,.
1211.... _ .. I ill
----------
--- --1"
CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG.
M
I"MIN.
_=
1 112" MAX.
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84" or 96" FLAT SLAB TOP j
�12•_
HOUSEf
HOUSE of o
PREFABRICATED LADDER
0 0
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Ck:
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-�
3 -0" MIN.
2
i
#5 BARS Ca? 6" SPACING
4" SEWER PIPE I
SURFACE CLEANOUT CE
6"x6" WYE
(TYPICAL)6"x
�- 4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407)
4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR
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12" tit N
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(TYPICAL)PROPERTY PROPERTY LINE
Q07-3' MIN.
— 6"x 4" REDUCER
24" DIAM., 48" DIAM. .J -'
(TYPICAL) ? I
OR 54" DIAM. HOLE
2" (TYP h� - TYPICAL ORIENTATION
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- - _
i - FOR ACCESS AND STEPS
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c �... t ............. 1" MIN-
STEP
2 1f2" MAX.
permit must be purchased from the City of Renton Public Works
72" FLAT SLAB TOP
Department.
24" MIN.
PUBLIC SEWER � SYSTEM, A BACKFLOW PREVENTION
2. Types of pipe and fittings that can be used for sanitary sewers
�\ - i#4 BARS @ 6" SPACING
shall be approved by the Department of Public Works. Rubber or
INSTALLED,
neoprene gaskets as specified by the manufacturer, shall be
X
used on joints.
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3. A minimum grade of 2% (1/4" per foot) must be maintained
20" x 24" OR ...f
with 4" pipe. In the event a 2% grade cannot be maintained, the
24" DIAM. HOLE _.
owner rnust sign a City of Renton grade release form and then
(- 2" (TYP.)
can install 6'• pipe at a grade of 1%.
t— _48 MIN
1 1" MIN.
4. For inspection of side sewer, call 24 hours in advance. The
2 1/2" MAX ECCENTRIC CONE SECTION
inspection phone number is on the side sewer permit. Site
48", 54", or 60" FLAT SLAB TOP
must be ready for inspection and representative on site when
inspector arrives at appointed time. Side sewer and stub shall
be tested per City specifications. Make the connection at the
/ y 34"
house. Do not backfill the ditch until approval is given by the
PROPERTY LINE FROM THE HOUSE BUILDING DRAIN
inspector. Final approval will be granted after the existing septic
SIDE SEWER BUILDING SEWER 2'-6"
tank has been pumped out and filled with sone.
` 6" OR 12" -
h
.p:
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/
ii -'
at the house if outlet is shallow.
✓
,ONE #3 BAR HOOP
6. If side sewer stub is not available. The owner shall be
4,.
ONE #3 BAR HOOP FOR 6"
responsible for its installation per standard drawing 406.1. All
TWO #3 BAR HOOPS FOR 12"
work within street right-of-way shall be done by a licensed and
CIRCULAR ADJUSTMENT SECTION
RECTANGULAR ADJUSTMENT SECTION
oQZ mac) Mr --0M � _o Cx' 5 �?m OX
� a v -0 G) rn m � m N ,- m z p 00 -u
m
1.0 As an acceptable alternative to rebar, wire mesh having a
z a p m rn o X Z A m A m
minimum area of 0.12 square inches per foot may be used
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for adjustment sections.
r
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8. All trench restoration for side sewers in the p is right-of-way
rn A. r _ z Z m Z o C) m -+
shall conform to the most current trench res; ution
I`rt I rn m ,�',� m c�
A rn D
I
�' PLAN - 204.60
T'tj'BLIC WORKS
MISCELLANEOUS DETAILS FOR
9. All building sewer and side sewers shall have t ,ding in
DEPARTMENT
0��Vto
DRAINAGE STRUCTURES
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M:: I" I 2008
5
-t— 12 Y4"
14"
CAST IRON RING
6
,--RECESSED
LIFT POCKET
%" - 11 N.C. SOCKET HD 2" A. C. 2'— 0
X SCREW 1 Y4" LONG
(BRONZE OR S.S.) j
Y2" x 2" RAISED PADS
CONCRETE
LASS 3000
i
P
I
Y8.,
I
45' (1/8) BEND
1 �n
2"
2"
G
I) BEND
PIPE MATERIAi_ AS
BY THE ENGINEER:
NOTES:
1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
SMPUBLIC WORKS 8 OR 6 INCH CLEAN-OUT PLAN - 403.1
` DEPARTMENT FOR SANITARY SEWER MAINS
0 SEPTEMBER 2'011
A!.L 90' TURNS SHALL BE ACCOMPLISHED
UJ
BY MEANS OF A WYE AND 45' BEND. TWO
�
45' BENDS SHALL NOT BE ACCEPTABLE,
4" BEND AS REQUIRED (NO MORE
!V
THAN 45° BEND). EVERY 2ND 4" CLEANOUT WYE WITH
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CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG.
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WILL REQUIRE A SURFACE
---
CLEANOUT WYE. I (
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HOUSEf
HOUSE of o
HOUSE of HOUSE
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3 -0" MIN.
2
i
IV4"I
4" SEWER PIPE I
SURFACE CLEANOUT CE
6"x6" WYE
(TYPICAL)6"x
�- 4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407)
4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR
N
PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6"
LINE G
(TYPICAL)PROPERTY PROPERTY LINE
Q07-3' MIN.
— 6"x 4" REDUCER
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(TYPICAL) ? I
X MAIN SEWER LINE w w
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NOTES:
;
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1. Prior to installation of a sanitary sewer connection, a side -sewer
Z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
permit must be purchased from the City of Renton Public Works
X < FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION
Department.
a o OF THE NEXT UPSTREAM MANHOLE COVER OF THE
PUBLIC SEWER � SYSTEM, A BACKFLOW PREVENTION
2. Types of pipe and fittings that can be used for sanitary sewers
o Z DEVICE SUCH AS CLEAN CHECK EXTENDABLE
! BACKWATER VALVE OR APPROVED EQUAL SHALL BE
shall be approved by the Department of Public Works. Rubber or
INSTALLED,
neoprene gaskets as specified by the manufacturer, shall be
M
used on joints.
4" FLEXIBLE COUPLING (FERNCO OR EQUAL)
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3. A minimum grade of 2% (1/4" per foot) must be maintained
SURFACE CLEANOUT
with 4" pipe. In the event a 2% grade cannot be maintained, the
M 4"x 4"x4" WYE
owner rnust sign a City of Renton grade release form and then
can install 6'• pipe at a grade of 1%.
4" PIPING
PLAN
4. For inspection of side sewer, call 24 hours in advance. The
BUILDING DRAIN FOR
inspection phone number is on the side sewer permit. Site
LOW ELEVATION HOUSE
must be ready for inspection and representative on site when
inspector arrives at appointed time. Side sewer and stub shall
be tested per City specifications. Make the connection at the
MAIN TO PROPERTY LINE 5'-0" 5'-0"
house. Do not backfill the ditch until approval is given by the
PROPERTY LINE FROM THE HOUSE BUILDING DRAIN
inspector. Final approval will be granted after the existing septic
SIDE SEWER BUILDING SEWER 2'-6"
tank has been pumped out and filled with sone.
TO S-0"
3'-0"MIN.
v. Install side sewer with 2' minimum cover. 18" cover is allowed
-
_lHI
at the house if outlet is shallow.
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6. If side sewer stub is not available. The owner shall be
^
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responsible for its installation per standard drawing 406.1. All
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work within street right-of-way shall be done by a licensed and
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bonded contractor.
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7. All work shall be accomplished in accordance Ji the Washington
z a p m rn o X Z A m A m
Industrial Safety and Health Act. (WISHA)
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8. All trench restoration for side sewers in the p is right-of-way
rn A. r _ z Z m Z o C) m -+
shall conform to the most current trench res; ution
I`rt I rn m ,�',� m c�
A rn D
requirements as in the Renton Standard Drawi: ,s.
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9. All building sewer and side sewers shall have t ,ding in
rn> =
accordance with standard drawing 405.
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10. There shall be a minimum 10 foot horizontal separation between
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sanitary side sewers and water services and , minimum 5 foot
horizontal separation between sanitary side ss aers and all other
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utilities.
CALL FOR LOCATIONS BEFORE YOU AG
48HR LOCATORS 1-800-424-5555
TYPICAL BUILDING
SEWER
STD• PLAN -406.2
• 'k�' + PUBLIC WORKS
FROM PROPERTY LINE TO
DEPARTMENT
BUILDING CONNECTION
SEPTEMBER 2012
5
-t— 12 Y4"
14"
CAST IRON RING
6
,--RECESSED
LIFT POCKET
%" - 11 N.C. SOCKET HD 2" A. C. 2'— 0
X SCREW 1 Y4" LONG
(BRONZE OR S.S.) j
Y2" x 2" RAISED PADS
CONCRETE
LASS 3000
i
P
I
Y8.,
I
45' (1/8) BEND
1 �n
2"
2"
G
I) BEND
PIPE MATERIAi_ AS
BY THE ENGINEER:
NOTES:
1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
SMPUBLIC WORKS 8 OR 6 INCH CLEAN-OUT PLAN - 403.1
` DEPARTMENT FOR SANITARY SEWER MAINS
0 SEPTEMBER 2'011
7
R-382114
UNDERGROUND SERVICE ALERT
ONE—CALL NUMBER
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(800)424-5555
CALL TWO BUSINESS DAYS
BEFORE YOU DIG
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IN-LINE TEE & TWO VALVES
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R-382114
UNDERGROUND SERVICE ALERT
ONE—CALL NUMBER
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(800)424-5555
CALL TWO BUSINESS DAYS
BEFORE YOU DIG
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SHEET TITLE:
STANDARD
DETAILS
SHEET NO. C5,,2
{ter SECTION 17, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
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SHEET TITLE:
STANDARD
DETAILS
SHEET NO. C5,,2
{ter SECTION 17, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
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