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4" PIPING
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1.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
(NO MORE THAN 45' BEND).
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STEPS OR EQUAL.
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STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
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DIRECTION OR GRADE WILL
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MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
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CONCRETE.
MINIMUM LINE SIZE FOR OTHER THAN
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SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
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6" MIN
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"'1NHOLE FRAME AND COVER
:E DRAWING BR29
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10 ,TWP. 23 ,RGE. 5 ,W.M.
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HOUSE
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HOUSE
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ALL 90' TURNS SHALL
BE ACCOMPLISHED BY MEANS
OF A WYE AND 45' BEND.
TWO 45' BENDS SHALL NOT
BE ACCEPTABLE.
4" BEND AS REQUIRED
4" PIPING
)JUSTMENT (4" MIN.)
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1.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
(NO MORE THAN 45' BEND).
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STEPS OR EQUAL.
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2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
73 W
EVERY 2ND CHANGE IN
ARE INSTALLED.
iBBER GASKETED JOINTS IN
3.
CASTING TO BE PER DRAWING BR29.
CORDANCE WITH ASTM C -443
4" SEWER PIPE, SEE NOTES 2 AND 3.
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DIRECTION OR GRADE WILL
4.
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
m
4 TEST TEE WITH
CONCRETE.
MINIMUM LINE SIZE FOR OTHER THAN
5.
ALL JOINTS SHALL BE GROUTED.
EPS - 3/4" DEFORMED BAR
'EPS SHALL BE INCLUDED
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
4" CLEANOUT
WITH A HIGH SOLIDS URETHANE COATING; WASSER
NCRETE RISER BY PIPE INC.,
-- SEE SIDE SEWER DETAIL
MC - CONSEAL OR APPROVED EQUAL; COLOR OF
PROPERTY LINE
COATING SHALL BE WHITE.
APPROVED EQUAL.
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PROPERTY LINE
7.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
'
6" SIDE OUTLET TEE
WITH ASTM C -443.
8.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
ca
6' MIN.
DIAMETER OF THE LARGEST PIPE.
9.
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
01
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
kx. PIPE SIZE - 21" I.D.
DDER -STD. ALUMINUM OR
(TYPICAL)
LVANIZED STEEL
F
in
X
) NCRETE SHELF
'ECAST BASE SECTION
Z CAST IN SHELF.
4" CLEANOUT WYE WIT
45' BEND AND PLUG.
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HOUSE
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HOUSE
-0" MIN.
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ALL 90' TURNS SHALL
BE ACCOMPLISHED BY MEANS
OF A WYE AND 45' BEND.
TWO 45' BENDS SHALL NOT
BE ACCEPTABLE.
4" SOIL PIPE
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r 4" CALDER COUPLING
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i'q Mo OR EQUAL TO FIT
? ~ � - SURFACE CLEANOUT
4 "x 4 "x4" WYE
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4" BEND AS REQUIRED
4" PIPING
BUILDING SEWER SERVES ANY FIXTURE
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FLOOD LEVEL RIMS LOCATED BELOW THE
FACE UP AND PLUGGED
(NO MORE THAN 45' BEND).
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4" SURFACE
"r-1 (TYPICAL)
OF THE
6 4" REDUCER
73 W
EVERY 2ND CHANGE IN
1
CLEANOUT
END 6" PIPE
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4" SEWER PIPE, SEE NOTES 2 AND 3.
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DIRECTION OR GRADE WILL
Z REMOVE 2x4 STUD AND CAP OR PLUG
WYE
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4 TEST TEE WITH
ON END OR EXISTING 6" SEWER PIPE.
MINIMUM LINE SIZE FOR OTHER THAN
REQUIRE A SURFACE
CLEANOUT WYE.
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PLUG FACE UP
REDUCER, TEES, AND BENDS AS REQUIRED.
SINGLE FAMILY 1 S 6"
4" CLEANOUT
(TYPICAL)
-- SEE SIDE SEWER DETAIL
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PROPERTY LINE
WYE WITH PLUG
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PROPERTY LINE
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6" SIDE OUTLET TEE
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SEE NOTE 6 SEWER MAIN
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6' MIN.
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6 "x 4" REDUCER
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BUILDING SEWER
INSTALLATION
(TYPICAL)
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MAIN SEWER LINE
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TYPICAL
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BUILDING
SEWER
INSTALLATION
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4 "x 4 "x4" WYE
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4" PIPING
BUILDING SEWER SERVES ANY FIXTURE
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4 "x 4 "x 4" TEST TEE
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FLOOD LEVEL RIMS LOCATED BELOW THE
FACE UP AND PLUGGED
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END 6" PIPE
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Z REMOVE 2x4 STUD AND CAP OR PLUG
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ON END OR EXISTING 6" SEWER PIPE.
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° AND INSTALL BUILDING SEWER COUPLINGS,
REDUCER, TEES, AND BENDS AS REQUIRED.
PROPERTY
LINE
-- SEE SIDE SEWER DETAIL
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6" PIPING TO 6' -0"
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BEYOND PROPERTY UNE
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6" SIDE OUTLET TEE
SEE NOTE 6 SEWER MAIN
PLA
BUILDING SEWER
INSTALLATION
NTS
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
10"
9"
8-3/4
1 -1 /4' 1/29 �-2"
III r 5/8"
1
2-7
I
1/2"
RAISE-1/2"
WIDE BORDER
IN UNIMPROVED AREAS POUR 1' -0" THICK
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
NO
1. Prior to installation of a sanitary sewer connection,
a side -sewer permit must be purchased from the City of
Renton Public Works Department.
2. Types of pipe and fittings that can be used for sanitary
sewers shall be approved by the Department of Public Works.
Rubber or neoprene gaskets as specified by the manufacturer,
shall be used on joints.
3. A minimum grade of 2% (1/4" per foot) must be
maintained with 4 " pipe. In the event a 2% grade
cannot be maintained. The owner must grant a
rode release to the City and then can install
" pipe at a grode of 17.
4. For inspection of side sewer, call 24 hours
in advance, 277 -5570. Site 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 house. Do not backfill
the ditch until approval is given by the inspector.
Final approval will be granted after the existing
septic tank has been pumped out and filled with sand.
5. Install side sewer with 2' minimum cover. 18"
cover is allowed at the house if outlet is shallow.
6. If side sewer stub is not available. The owner shall
be responsible for its installation. The side sewer
shall be a minimum of 6" in size. If tee is not
available, the main sewer line must be tapped
thru a cost iron saddle. All work within
street right -of -way shall be done by a licensed
and bonded contractor.
7. All work shall be accomplished in accordance
with the Washington Industrial Safety and
Health Act. (WISHA)
8. All trench restoration for side sewers in the public
right- of -woy shall conform to the most current trench
restoration requirements as shown on dwg. #HR -23.
9. All building sewer and side sewers shall have
bedding in accordance with drawing BW18C or
BR09 as applicable.
10. There shall be a minimum 10 foot horizontal seperotion
between sanitary side sewers and water services and a
minimum 5 foot horizontal seperotion between sanitary side
sewers and RU other utilities.
ROLL 2 0 0 FR 3 0 2
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
12090
FIBER
PACKIN
45' (1/8)
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
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DRAWINGS NOT APPROVED
r�
FOR CONSTRUCTION UNLESS
STAMPED OR SIGNED APPROVED
BY THE REVIEWING AGENCY:
•
i
CONCRETE
CLASS 3000
3/4"
RECOMMENDED
FOR APPRO AL
e
BY
BY
A17JNINlql
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4" CALDER COUPLING
IF THE
BUILDING SEWER SERVES ANY FIXTURE
o
J
Z
HAVING
FLOOD LEVEL RIMS LOCATED BELOW THE
o
ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER
4" PIPING
OF THE
PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
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o
DEVICE
SHALL BE INSTALLED EQUAL TO TYPER 2 -84.
iA
j
M
NTS
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
10"
9"
8-3/4
1 -1 /4' 1/29 �-2"
III r 5/8"
1
2-7
I
1/2"
RAISE-1/2"
WIDE BORDER
IN UNIMPROVED AREAS POUR 1' -0" THICK
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
NO
1. Prior to installation of a sanitary sewer connection,
a side -sewer permit must be purchased from the City of
Renton Public Works Department.
2. Types of pipe and fittings that can be used for sanitary
sewers shall be approved by the Department of Public Works.
Rubber or neoprene gaskets as specified by the manufacturer,
shall be used on joints.
3. A minimum grade of 2% (1/4" per foot) must be
maintained with 4 " pipe. In the event a 2% grade
cannot be maintained. The owner must grant a
rode release to the City and then can install
" pipe at a grode of 17.
4. For inspection of side sewer, call 24 hours
in advance, 277 -5570. Site 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 house. Do not backfill
the ditch until approval is given by the inspector.
Final approval will be granted after the existing
septic tank has been pumped out and filled with sand.
5. Install side sewer with 2' minimum cover. 18"
cover is allowed at the house if outlet is shallow.
6. If side sewer stub is not available. The owner shall
be responsible for its installation. The side sewer
shall be a minimum of 6" in size. If tee is not
available, the main sewer line must be tapped
thru a cost iron saddle. All work within
street right -of -way shall be done by a licensed
and bonded contractor.
7. All work shall be accomplished in accordance
with the Washington Industrial Safety and
Health Act. (WISHA)
8. All trench restoration for side sewers in the public
right- of -woy shall conform to the most current trench
restoration requirements as shown on dwg. #HR -23.
9. All building sewer and side sewers shall have
bedding in accordance with drawing BW18C or
BR09 as applicable.
10. There shall be a minimum 10 foot horizontal seperotion
between sanitary side sewers and water services and a
minimum 5 foot horizontal seperotion between sanitary side
sewers and RU other utilities.
ROLL 2 0 0 FR 3 0 2
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
12090
FIBER
PACKIN
45' (1/8)
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
s•32sSoy
�f
fYY1
DRAWINGS NOT APPROVED
r�
FOR CONSTRUCTION UNLESS
STAMPED OR SIGNED APPROVED
BY THE REVIEWING AGENCY:
•
i
CONCRETE
CLASS 3000
3/4"
RECOMMENDED
FOR APPRO AL
e
BY
BY
A17JNINlql
c �� - � 2s -► OAr
4" CALDER COUPLING
Z W
OR EQUAL TO FIT
o
J
D N
SURFACE CLEANOUT
4 "x 4 "x4" WYE
4" PIPING
PLAN
BUILDING DRAIN
FOR LOW HOUSE
NTS
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
10"
9"
8-3/4
1 -1 /4' 1/29 �-2"
III r 5/8"
1
2-7
I
1/2"
RAISE-1/2"
WIDE BORDER
IN UNIMPROVED AREAS POUR 1' -0" THICK
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
NO
1. Prior to installation of a sanitary sewer connection,
a side -sewer permit must be purchased from the City of
Renton Public Works Department.
2. Types of pipe and fittings that can be used for sanitary
sewers shall be approved by the Department of Public Works.
Rubber or neoprene gaskets as specified by the manufacturer,
shall be used on joints.
3. A minimum grade of 2% (1/4" per foot) must be
maintained with 4 " pipe. In the event a 2% grade
cannot be maintained. The owner must grant a
rode release to the City and then can install
" pipe at a grode of 17.
4. For inspection of side sewer, call 24 hours
in advance, 277 -5570. Site 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 house. Do not backfill
the ditch until approval is given by the inspector.
Final approval will be granted after the existing
septic tank has been pumped out and filled with sand.
5. Install side sewer with 2' minimum cover. 18"
cover is allowed at the house if outlet is shallow.
6. If side sewer stub is not available. The owner shall
be responsible for its installation. The side sewer
shall be a minimum of 6" in size. If tee is not
available, the main sewer line must be tapped
thru a cost iron saddle. All work within
street right -of -way shall be done by a licensed
and bonded contractor.
7. All work shall be accomplished in accordance
with the Washington Industrial Safety and
Health Act. (WISHA)
8. All trench restoration for side sewers in the public
right- of -woy shall conform to the most current trench
restoration requirements as shown on dwg. #HR -23.
9. All building sewer and side sewers shall have
bedding in accordance with drawing BW18C or
BR09 as applicable.
10. There shall be a minimum 10 foot horizontal seperotion
between sanitary side sewers and water services and a
minimum 5 foot horizontal seperotion between sanitary side
sewers and RU other utilities.
ROLL 2 0 0 FR 3 0 2
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
12090
FIBER
PACKIN
45' (1/8)
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
s•32sSoy
�f
fYY1
DRAWINGS NOT APPROVED
r�
FOR CONSTRUCTION UNLESS
STAMPED OR SIGNED APPROVED
BY THE REVIEWING AGENCY:
•
i
CONCRETE
CLASS 3000
3/4"
RECOMMENDED
FOR APPRO AL
e
BY
BY
A17JNINlql
c �� - � 2s -► OAr