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1 —1,
3/4" SQUARES SPACED — 3/4"
AS INDICATED — HT. 1 /8"
RAISE-1/2"
WIDE BORDER
/8"
2-7 8„
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, 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
12"Q
FIBER
PACKI I
45` (1 /8)
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
CONCRETE
CLASS 3000
3/4„
15„
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PLUG TO BE SEALED
CAST IRON RING AND COVER
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IN SAME MANNER AS
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MAIN SEWER JOINTS.
NOTE:
IN UNIMPROVED AREAS POUR 1'-0" THICK
6 INCH
OR 8 INCH CLEAN —OUT
2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
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RING AND COVER.
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ADOPTED
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
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CITY OF RENTON
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
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STANDARD PLANS
LST DATE: 12/96
10/17/961
Added notes.I
DCV
AG
DATE
REVISION
BY
APPR'D
DWG. NAME: BW18B SP PAGE: B076
4" CLEANOUT WYE WITH
45' BEND AND PLUG.
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a HOUSE HOUSE
31-0" MIN.
ALL 90' TURNS SHALL
BE ACCOMPLISHED BY MEANS
OF A WYE AND 45' BEND.
1 TWO 45' BENDS SHALL NOT
BE ACCEPTABLE.
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BEND AS REQUIRIED
4" SEWER PIPE
LNO MORE THAN 45' BEND).
4" SURFACE
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(TYPICAL)ERY
2ND CHANGE IN
DIRECTION OR GRADE WILLtK
EE4NOUT
4" SEWER PIPE, SEE NOTES 2 AND 3.
REQUIRE A SURFACE
4" TEST TEE WITH
MINIMUM LINE SIZE FOR OTHER THAN
1 CLEANOUT WYE. --�� 4" CLEANOUT
PLUG FACE UP
(TYPICAL)
SINGLE FAMILY 1 S 6"
1 PROPERTY LINE
—
WYE WITH PLUG
PROPERTY LINE
-
to
�L 6' MIN.
6"x 4" REDUCER
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(TYPICAL)
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MAIN SEWER LINE
TYPICAL BUILDING SEWER INSTALLATION PLAN
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4" SOIL PIPE
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4" CALDER COUPLING
z IF THE BUILDING SEWER SERVES ANY FIXTURE
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OR EQUAL TO FIT Q
m HAVING FLOOD LEVEL RIMS LOCATED BELOW THE
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ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER
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SURFACE CLEANOUT -
OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
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4"x 4"x4" WYE of
o 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 0
4" CALDER COUPLING
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FACE UP AND PLUGGED z
OR EQUAL TO FIT
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4" NIPPLE D
(n SURFACE CLEANOUT
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6"x 4" REDUCER m
4"x 4"x4" WYE
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6" COUPLING TO FIT
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END 6" PIPE
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z REMOVE 2"x4" STUD AND CAP OR PLUG
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ON END OR EXISTING 6" SEWER PIPE.
0j AND INSTALL BUILDING SEWER COUPLINGS,
I I co REDUCER, TEES, AND BENDS AS REQUIRED.
PROPERTY-7
LINE}
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1--- SEE SIDE SEWER DETAIL
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6" PIPING TO 6'-0"
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BEYOND PROPERTY LINE
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I 6" SIDE OUTLET TEE
M 0-
SEE NOTE 6 SEWER MAIN
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(
of
PLAN
BUILDING SEWER
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 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
rde release to the City and then can install
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
BR09 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.
— TYPICAL BUILDING SEWER —
SIDE SEWER (PROPERTY LINE)
TO BUILDING CONNECTION
INSTALLATION PLAN
Y p ADOPTED
CITY OF RENTON
p STANDARD PLANS
F NA LST DATE: 12/96
DWG. NAME: BR35 SP PAGE: B082
--1 /2'' WEB 8 PL.
FRAME (NON —LOCKING
A
TYP.
/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"
S.S. SOC. HD. CAP SCREW (3 REQ'D.)
E
/ -,--TYP. NON—SKID PATTERN
1 " SEAT
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
VI\ILL rivv I -AP 5/8"-11 N.C. 1-1/2" CORE (TYP.) (LOCKING)
ON 23" B.C.(TYP. 3 PL.)
FRAME (LOCKING) COVER (LOCKING)
NOTES:
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").
10/17/9 Edited notes.
DATE REVISION
33-1/4"
SECTION A —A
5/8" 3/8" 1_3/8„
2"
TI I i—i-
—I �_2-1 /2„
25'
SECTION B—B
MANHOLE FRAME AND COVER
Y ADOPTED
CITY OF RENTON
STANDARD PLANS
�F NA LST DATE: 12/96
DCV AG
BY APPR'D DWG. NAME: BR29 SP PAGE: B074
5-32T9og
A S BUILTS
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
SCANNED
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
D a to 10 26-C
Date
Date
2 7 2006
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 & SE 132ND STREET ELEV=458.72
EQUALS 105.98 (CRONES RELATIVE DATUM)
CONTOUR INTERVAL: 2 FEET.
�F wASA.�
N&,�
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j 22�IONAL !�P- o�
0'
EXPIRES 09/20/06
•� SCHWEHCL &
Assomns, PLrc
CIVIL ENGINEERING & PROJECT MANAGEMENT
1945 SOUTH 375TH STREET Bus: (253) 815-1700
FEDERAL WAY, WA 98003 Fax: (253) 815-1701
bschweikl@comcGst.net
EMEMEMEN
cCANNFD DCT 2 8 2005