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HOUSE
4" BEND AS REQUIREDI
NO MORE THAN 45' BEND).
ERY 2ND CHANGE IN
DIRECTION OR GRADE WILL
REQUIRE A SURFACE
CLEANOUT WYE.
PROPERTY LINE
6' MIN.
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MAIN SEWER LINE X;
11A `0LE FRAME AND COVER
RAWING BR29
TMENT (4" MIN.)
R GASKETED JOINTS IN
'DANCE WITH ASTM C-443
— 3/4" DEFORMED BAR
SHALL BE INCLUDED
ETE RISER BY PIPE INC.,
?ROVED EQUAL.
PIPE SIZE — 21 " I.D.
R—STD. ALUMINUM OR
VIZED STEEL
BETE SHELF
ST BASE SECTION
SST IN SHELF.
4" CLEANOUT WYE WITH
45' BEND AND PLUG.
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4" SURFACE
jK CLEANOUT
WYE
4" CLEANOUT
WYE WITH PLUG
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NE 1 /4 SEC. 10 ,TWP.
? . STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING; WASSER
MC—CONSEAL OR APPROVED EQUAL; COLOR OF
COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C-443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR—N—SEAL BOOTS OR APPROVED EQUAL.
HOUSE
0" MIN
4" SEWER PIPE
(TYPICAL)
- 4" TEST TEE WITH
PLUG FACE UP
(TYPICAL)
6"x 4" REDUCER
(TYPICAL)
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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.
HOUSE
4" SEWER PIPE, SEE NOTES 2 AND 3.
MINIMUM LINE SIZE FOR OTHER THAN
SINGLE FAMILY 1S 6"
PROPERTY LINE
4" SOIL PIPE
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IF THE BUILDING SEWER SERVES ANY FIXTURE
of
4" CALDER COUPLING
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HAVING FLOOD LEVEL RIMS LOCATED BELOW THE
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OR EQUAL TO FIT
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ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER
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SURFACE CLEANOUT
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OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
4"x 4"x4" WYE
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DEVICE SHALL BE INSTALLED EQUAL TO TYPER 2-84.
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4" PIPING
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4"x 4"x 4" TEST TEE
FACE UP AND PLUGGED
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4" CALDER COUPLING
OR EQUAL TO FIT
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4" NIPPLE
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SURFACE CLEANOUT
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f 6"x 4" REDUCER
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4"x 4"x4" WYE
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6" COUPLING TO FIT
4" PIPING
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END 6" PIPE
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PLAN
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ON END OR EXISTING 6" SEWER PIPE.
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�j AND INSTALL BUILDING SEWER COUPLINGS,
BUILDING DRAIN
REDUCER, TEES, AND BENDS AS REQUIRED.
FOR LOW HOUSE
PROPERTY I LINE
SEE SIDE SEWER DETAIL
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6" PIPING TO 6'-0"
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BEYOND PROPERTY LINE
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6" SIDE OUTLET TEE
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SEE NOTE 6 SEWER MAIN
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PLAN
BUILDING SEWER
INSTALLATION
• • •
23 ,RGE.
5 1W.M.
3/4" SQUARES SPACED — 3/4"
AS INDICATED — HT. 1 /8"
F1/2"
RAISE-1/2''
WIDE BORDER
NOTES:
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.
NOTES:
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
grade release to the City and then can install
6 pipe at a grade of 1 %.
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 cast 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—way 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
BRO9 as applicable.
10. There shall be a minimum 10 foot horizontal seperation
between sanitary side sewers and water services and a
minimum 5 foot horizontal seperation between sanitary side
sewers and all other utilities.
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
2—0"
12"o
FIBER
PACKIN
45' (1 /8)
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
CONCRETE
CLASS 3000
4-3/4"
DRAWN BY: TRN
DATE: 8-3-06
AS BUILT
DATE: 9-27-06
THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW ON A TRUE COPY
OF THE COUNTY APPROVED CONSTRUCTION PLANS SIGNED FOR APPROVAL.
BY: PROJECT ENGINEER: LUAY JOUDEH DATE: 09-27-06
WE HEREBY DECLARE THAT THE ROAD, STORM DRAINAGE, GRADING AND OTHER
IMPROVEMENTS ARE LOCAT S ON THESE RECORD DRAWINGS.
BY: PROJECT ENGINEER _ DATE: l:• OG
g32550q
RECOMMENDED
FOR APPROVAL
BY
BY
BY
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