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AND INSTALL BUILDING SEWER COUPLINGS,
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4" SEWER PIPE SEE NOTES 2 AND 3.
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DIRECTION OR GRADE
REQUIRE A SURFACE
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4" TEST TEE WITH
MINIMUM LINE SIZE FOR OTHER THAN
SEE SIDE SEWER DETAIL
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11--
CLEANOUT WYE. "
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6" PIPING TO 6' -0"
PLUG FACE UP
SINGLE FAMILY 1S 6"
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BEYOND PROPERTY LINE
PROPERTY LINE
CLEANOUT
YE WITH PLUG
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TYPICAL BUILDING
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SEWER INSTALLATION PLAN
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8-3/4"
1-1/4 1/2' 2„
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8
171/2
I
1"
RAISE -1/2 to
WIDE BORDER
5/8..
2 � 8„ 4„
SE 132ND STREET - PUBLIC SANITARY SEWER EXTENSION
A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 14, TWP 23N., RGE, SE., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
12 "¢
FIBER
PAC K I I'
45' (1/8)
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
2' -0•.
CONCRETE
CLASS 3000
-4-3/4
•.'. II I PLUG TO BE SEALED
' • -4- --I- -- IN SAME MANNER AS
CAST IRON RING AND COVER - II I MAIN SEWER JOINTS.
.-
NOTE: :•
IN UNIMPROVED AREAS POUR 1' -0" THICK fi INCH OR 8 INCH CLEAN -OUT
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER. ADOPTED
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING CITY OF RENTON
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. -'ft STANDARD PLANS
- T �� LST DATE: 12/96
10/17/96 Added notes. DCV AG
DATE REVISION A BY IAPPR'D DWG. NAME: BW18B SP PAGE: 8076
4" CLEANOUT WYE WITH
45' BEND AND PLUG.
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IHOUSE a HOUSE
31 -0" MIN.
ALL 90' TURNS SHALL
BE ACCOMPLISHED BY MEANS
r/ i OF A WYE AND 45' BEND.
W TWO 45' BENDS SHALL NOT
I BE ACCEPTABLE.
tr
W
0.
a_
4" PIPING
PLAN
BUILDING DRAIN
FOR LOW HOUSE
CALL FOR LOCATIONS BEFORE YOU DIG
48HR LOCATORS 1 -800- 424 -5555
NOTES:
1. Prior to installation of a sanitary sewer connection,
a side -sewer permit must be purchased from the City of
Renton Public Works Deportment.
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
glade release to the City and then con install
6 pipe at a grade of ' .
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 bockf'.Il
the ditch until approval is given by the inspector.
Final approval wdl 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 instollabon. 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 o licensed
and bonded contractor.
7. All work shall be accomplished in accordance
with the Washington Industrial Safety and
Health Act. (WISHA)
8. NI trench restoration for side sewers in the public
right -of -way shall conform to the most current trench
restoration requirements as shown on dwg. #HR -23.
9. NI building sewer and side sewers shall hove
bedding in accordance with drawing OW18C or
BR09 as applicable.
10. There shall be a minimum 10 foot horizontal separation
between sanitary side sewers and water services and a
minimum 5 foot horizontal separation between sanitary side
sewers and SW other utilities.
ROLL 200
— TYPICAL BUILDING SEWER —
SIDE SEWER (PROPERTY LINE)
TO BUILDING CONNECTION
INSTALLATION PLAN
Nt ADOPTED
CITY Or RENTON
— STANDARD PUNS
F `J Uff DATE: 12/96
DWG. NAME: BR35 SP PAGE: BO82
--1 /2"
-- WEB 8 PL.
FRAME (NON - LOCKING)
a
NOTES:
1 /2" TYP.
A
'2" x 3" x 3/8" NON -SKID PATTERN
ST INTEGRAL ON TOP
COVER (NON-LOCKING
FOR 5/8" -1 1 N.C. x 1-1/4
D S.S. SOC. HD. CAP SCREW (3 REQ'D.)
4' _._-TYP. NON -SKID PATTERN
Q
1
--f j -1 _ 1 /4„
23 -1/4"
33-1/4 99
SECTION A -A
5/8„ 3/8„
T
1 to SEAT
25"
SECTION B--B
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
"'�4 AND TAP 5/8"-11 N.C. 1 -1/2" CORE (TYP.) (LOCKING)
ON 23" B.C.(TYP. 3 PL.)
FRAME (LOCKING) COVER LOCKING)
1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL.
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL.
3. USE FRAME AND COVER FOR STORM (SPECIFY ' `DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER ").
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
10/17/91 Edited notes.
DATE I REVISION
DCVI AG
BY 1APPR
S-32T9oy
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Pr 10 f
Date
Date
Date
i
13/411
1 -3/8"
F2
MANHOLE FRAME AND COVER
ADOPTED
CITY OF RENTON
- STANDARD PLANS
L3T DATE: 12/96
nulrN KIALAr. Mnnn nA ^r-- r% ^ -7.
VERTICAL DATUM
NAVD -88
NORTH AMERICAN VERTICAL DATUM OF 1988
PER KING COUNTY DEPARTMENT OF PUBLIC
WORKS
BENCHMARK
THE ELEVATIONS AND CONTOURS SHOWN HEREON
ARE BASED UPON A PROJECT SPECIFIC ASSUMED
DATUM, AND ARE NOT RELATED TO ANY
PUBLISHED VERTICAL CONTROL NETWORK.
SET AN ONSITE TEMPORARY BENCHMARK: NAIL
IN W. SIDE OF PP NEAR NE PROP. CORNER.
ELEVATION = 122.32
FEET.
EQUATION FOR THE CITY OF RENTON DATUM IS
THE RIM OF THE EXISTING SSMH AT 152ND
AVENUE SE do SE 132ND STREET ELEV= 458.72
EQUALS 105.98 (CRONES RELATIVE DATUM)
CONTOUR INTERVAL: 2 FEET.
A 4L • SCHWEHCL & Assocw�.s, �,Lc
M. CIVL EINGNEER00 A PROJECT MANAOEMT
' 1945 SOUTH 375TH STREET W) 815-IM
FEDERAL WAY, WA 98003 For (2M) 815 -17M
ba*we0*ornaa 0et
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Al— NININ N A A
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�NO BEND AS REQUIFty MORE THAN 45'
4 SEWER PIPE
(TYPICAL)
Z
END 6" PIP
4" SURFACE
/
0 L,
m
o
ON END OR EXISTING 6" SEWER PIPE.
a.
ERY 2ND CHANGE I
CLEANOUT NOUT
� 1
AND INSTALL BUILDING SEWER COUPLINGS,
`O
I
4" SEWER PIPE SEE NOTES 2 AND 3.
PROPERTY
DIRECTION OR GRADE
REQUIRE A SURFACE
Z
Z
4" TEST TEE WITH
MINIMUM LINE SIZE FOR OTHER THAN
SEE SIDE SEWER DETAIL
O
11--
CLEANOUT WYE. "
I t�
6" PIPING TO 6' -0"
PLUG FACE UP
SINGLE FAMILY 1S 6"
f'rlr
BEYOND PROPERTY LINE
PROPERTY LINE
CLEANOUT
YE WITH PLUG
I I
(TYPICAL)
(-
N
�o
io
PROPERTY LINE
ie
PLA
�- 6' MIN.
C
eulLarSNEWER
6 "x 4" REDUCER
Z
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_z
f
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(TYPICAL) z
uX
1
I MAIN SEWER LINE X
- - - W _i-- - _ _ _ _N - - -- -
L
x I
- - -- W 1.
II
-- -- ---
TYPICAL BUILDING
SEWER INSTALLATION PLAN
?
4" SOIL PIPE
o40
c
4" CALDER COUPLING
Z
IF THE BUILDING SEWER SERVES ANY FIXTURE
:
_ i
OR EQUAL TO FIT
X
I
HAVING FLOOD LEVEL RIMS LOCATED BELOW THE
° i
N
°
o
ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER
4n -
�- SURFACE CLEANOUT
-
°
OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
°
4 "x 4 "x4" WYE
°
I
Z
DEVICE SHALL BE INSTALLED EQUAL TO TYPER 2 -84.
�
M
.n
0
4" PIPING
0�5// —
m
N
4 "x 4 "x 4" TEST TEE
FACE UP AND PLUGGED
?
W
4" CALDER COUPLING
OR EQUAL TO FIT
p
W
�''
4" NIPPLE
SURFACE CLEANOUT
Z Z
6 "x 4" REDUCER
m
4 "x 4 "x4" WYE
4" PIPING
PLAN
BUILDING DRAIN
FOR LOW HOUSE
CALL FOR LOCATIONS BEFORE YOU DIG
48HR LOCATORS 1 -800- 424 -5555
NOTES:
1. Prior to installation of a sanitary sewer connection,
a side -sewer permit must be purchased from the City of
Renton Public Works Deportment.
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
glade release to the City and then con install
6 pipe at a grade of ' .
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 bockf'.Il
the ditch until approval is given by the inspector.
Final approval wdl 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 instollabon. 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 o licensed
and bonded contractor.
7. All work shall be accomplished in accordance
with the Washington Industrial Safety and
Health Act. (WISHA)
8. NI trench restoration for side sewers in the public
right -of -way shall conform to the most current trench
restoration requirements as shown on dwg. #HR -23.
9. NI building sewer and side sewers shall hove
bedding in accordance with drawing OW18C or
BR09 as applicable.
10. There shall be a minimum 10 foot horizontal separation
between sanitary side sewers and water services and a
minimum 5 foot horizontal separation between sanitary side
sewers and SW other utilities.
ROLL 200
— TYPICAL BUILDING SEWER —
SIDE SEWER (PROPERTY LINE)
TO BUILDING CONNECTION
INSTALLATION PLAN
Nt ADOPTED
CITY Or RENTON
— STANDARD PUNS
F `J Uff DATE: 12/96
DWG. NAME: BR35 SP PAGE: BO82
--1 /2"
-- WEB 8 PL.
FRAME (NON - LOCKING)
a
NOTES:
1 /2" TYP.
A
'2" x 3" x 3/8" NON -SKID PATTERN
ST INTEGRAL ON TOP
COVER (NON-LOCKING
FOR 5/8" -1 1 N.C. x 1-1/4
D S.S. SOC. HD. CAP SCREW (3 REQ'D.)
4' _._-TYP. NON -SKID PATTERN
Q
1
--f j -1 _ 1 /4„
23 -1/4"
33-1/4 99
SECTION A -A
5/8„ 3/8„
T
1 to SEAT
25"
SECTION B--B
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
"'�4 AND TAP 5/8"-11 N.C. 1 -1/2" CORE (TYP.) (LOCKING)
ON 23" B.C.(TYP. 3 PL.)
FRAME (LOCKING) COVER LOCKING)
1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL.
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL.
3. USE FRAME AND COVER FOR STORM (SPECIFY ' `DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER ").
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
10/17/91 Edited notes.
DATE I REVISION
DCVI AG
BY 1APPR
S-32T9oy
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Pr 10 f
Date
Date
Date
i
13/411
1 -3/8"
F2
MANHOLE FRAME AND COVER
ADOPTED
CITY OF RENTON
- STANDARD PLANS
L3T DATE: 12/96
nulrN KIALAr. Mnnn nA ^r-- r% ^ -7.
VERTICAL DATUM
NAVD -88
NORTH AMERICAN VERTICAL DATUM OF 1988
PER KING COUNTY DEPARTMENT OF PUBLIC
WORKS
BENCHMARK
THE ELEVATIONS AND CONTOURS SHOWN HEREON
ARE BASED UPON A PROJECT SPECIFIC ASSUMED
DATUM, AND ARE NOT RELATED TO ANY
PUBLISHED VERTICAL CONTROL NETWORK.
SET AN ONSITE TEMPORARY BENCHMARK: NAIL
IN W. SIDE OF PP NEAR NE PROP. CORNER.
ELEVATION = 122.32
FEET.
EQUATION FOR THE CITY OF RENTON DATUM IS
THE RIM OF THE EXISTING SSMH AT 152ND
AVENUE SE do SE 132ND STREET ELEV= 458.72
EQUALS 105.98 (CRONES RELATIVE DATUM)
CONTOUR INTERVAL: 2 FEET.
A 4L • SCHWEHCL & Assocw�.s, �,Lc
M. CIVL EINGNEER00 A PROJECT MANAOEMT
' 1945 SOUTH 375TH STREET W) 815-IM
FEDERAL WAY, WA 98003 For (2M) 815 -17M
ba*we0*ornaa 0et
af�a■ 0�/1�
Al— NININ N A A
C-D -S 00
•
M
i
N
TO FIT
Z
END 6" PIP
o2
I , I
REMOVE 2 "x4" STUD AND CAP OR PLUG
0 L,
m
o
ON END OR EXISTING 6" SEWER PIPE.
a.
� 1
AND INSTALL BUILDING SEWER COUPLINGS,
`O
I
REDUCER, TEES, AND BENDS AS REQUIRED.
PROPERTY
LINE
Z
Z
o<
I Imo-
SEE SIDE SEWER DETAIL
O
11--
W
��+
I t�
6" PIPING TO 6' -0"
f'rlr
BEYOND PROPERTY LINE
Z
WW
I I
6" SIDE OUTLET TEE
SEE
N
I I
NOTE 6 SEWER MAIN
a
PLA
eulLarSNEWER
INSTALLATION
4" PIPING
PLAN
BUILDING DRAIN
FOR LOW HOUSE
CALL FOR LOCATIONS BEFORE YOU DIG
48HR LOCATORS 1 -800- 424 -5555
NOTES:
1. Prior to installation of a sanitary sewer connection,
a side -sewer permit must be purchased from the City of
Renton Public Works Deportment.
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
glade release to the City and then con install
6 pipe at a grade of ' .
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 bockf'.Il
the ditch until approval is given by the inspector.
Final approval wdl 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 instollabon. 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 o licensed
and bonded contractor.
7. All work shall be accomplished in accordance
with the Washington Industrial Safety and
Health Act. (WISHA)
8. NI trench restoration for side sewers in the public
right -of -way shall conform to the most current trench
restoration requirements as shown on dwg. #HR -23.
9. NI building sewer and side sewers shall hove
bedding in accordance with drawing OW18C or
BR09 as applicable.
10. There shall be a minimum 10 foot horizontal separation
between sanitary side sewers and water services and a
minimum 5 foot horizontal separation between sanitary side
sewers and SW other utilities.
ROLL 200
— TYPICAL BUILDING SEWER —
SIDE SEWER (PROPERTY LINE)
TO BUILDING CONNECTION
INSTALLATION PLAN
Nt ADOPTED
CITY Or RENTON
— STANDARD PUNS
F `J Uff DATE: 12/96
DWG. NAME: BR35 SP PAGE: BO82
--1 /2"
-- WEB 8 PL.
FRAME (NON - LOCKING)
a
NOTES:
1 /2" TYP.
A
'2" x 3" x 3/8" NON -SKID PATTERN
ST INTEGRAL ON TOP
COVER (NON-LOCKING
FOR 5/8" -1 1 N.C. x 1-1/4
D S.S. SOC. HD. CAP SCREW (3 REQ'D.)
4' _._-TYP. NON -SKID PATTERN
Q
1
--f j -1 _ 1 /4„
23 -1/4"
33-1/4 99
SECTION A -A
5/8„ 3/8„
T
1 to SEAT
25"
SECTION B--B
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
"'�4 AND TAP 5/8"-11 N.C. 1 -1/2" CORE (TYP.) (LOCKING)
ON 23" B.C.(TYP. 3 PL.)
FRAME (LOCKING) COVER LOCKING)
1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL.
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL.
3. USE FRAME AND COVER FOR STORM (SPECIFY ' `DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER ").
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
10/17/91 Edited notes.
DATE I REVISION
DCVI AG
BY 1APPR
S-32T9oy
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Pr 10 f
Date
Date
Date
i
13/411
1 -3/8"
F2
MANHOLE FRAME AND COVER
ADOPTED
CITY OF RENTON
- STANDARD PLANS
L3T DATE: 12/96
nulrN KIALAr. Mnnn nA ^r-- r% ^ -7.
VERTICAL DATUM
NAVD -88
NORTH AMERICAN VERTICAL DATUM OF 1988
PER KING COUNTY DEPARTMENT OF PUBLIC
WORKS
BENCHMARK
THE ELEVATIONS AND CONTOURS SHOWN HEREON
ARE BASED UPON A PROJECT SPECIFIC ASSUMED
DATUM, AND ARE NOT RELATED TO ANY
PUBLISHED VERTICAL CONTROL NETWORK.
SET AN ONSITE TEMPORARY BENCHMARK: NAIL
IN W. SIDE OF PP NEAR NE PROP. CORNER.
ELEVATION = 122.32
FEET.
EQUATION FOR THE CITY OF RENTON DATUM IS
THE RIM OF THE EXISTING SSMH AT 152ND
AVENUE SE do SE 132ND STREET ELEV= 458.72
EQUALS 105.98 (CRONES RELATIVE DATUM)
CONTOUR INTERVAL: 2 FEET.
A 4L • SCHWEHCL & Assocw�.s, �,Lc
M. CIVL EINGNEER00 A PROJECT MANAOEMT
' 1945 SOUTH 375TH STREET W) 815-IM
FEDERAL WAY, WA 98003 For (2M) 815 -17M
ba*we0*ornaa 0et
af�a■ 0�/1�
Al— NININ N A A
C-D -S 00
•
M
i