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BECLAN PLACE - MINOR
AMENDMENT
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A PORTION OF THE NW %4 OF THE NE 1/40F
SEC. 15, TWP. 23N., RGE. 5E., WX
CITY OF RENTON, KING COUNTY, WASHINGTON
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1/2" WEB 8 PL.
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3/4" SQUARES
AS INDICATED
SPACED — 3/4 "1
— HT. 1 8'
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CONCRETE
CLASS 3000
/2" x 3" x 3/8" NON -SKID PATTER
CAST INTEGRAL. TOP -
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RAISE -1/2"
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FIBER JOINT
PACKING
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WIDE BORDER
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23-1/4"
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10"
45°
(1/8) BEND
FRAME (NON - LOCKING) COVER
NON -LOC �/
33_1/4"
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FOR 5/8 " N.C. 1
-11 x -1/4"
SECTION A -A
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PIPE MATERIAL AS SPECIFIED
A
S.S. SOC. HD. CAP SCREW (3 REQ'D.)
1_1/4••
BY THE ENGINEER
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� 1/2" TYP.
TYP. NON —SKID PATTERN
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1 2' 2" F5/8"
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1 -7/8" TYP.
1 " SEAT — — 4--2 -1 /2"
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25'
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2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
SECTION B -B
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8"
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UNDERSIDE SHOWN FOR CLARITY
15"
PLUG TO BE SEALED
3/4" CORE (TYP.) ON 23" B.C.
IN SAME MANNER AS
DRILL AND TAP 5/8 " -11 N.C.
TYP. 1-1/2" CORE
/ ( ) (LOCKING)
CAST
IRON RING AND COVER
MAIN SEWER JOINTS.
ON 23" B.C.(TYP. 3 PL.)
FRAME (LOCKING) COVER
(LOCKING)
NOTE:
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IN UNIMPROVED
AREAS POUR 1' -0" THICK
6 INCH OR 8 INCH CLEAN —OUT
NOTES:
MANHOLE FRAME AND COVER
a
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
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'( ADOPTED
v OT CITY OF RENTON
1. FOR NON— LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D T
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EQUAL.
OR EQUAL.
� Y ADOPTED
v 0 CITY of RENTON
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
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3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN"
COVER),
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AND COVER AS REQUIRED BY STANDARD DETAIL
DRAWING BR36.
p— STANDARD PLANS
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER").
p— = STANDARD PLANS
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F N T O IST DATE: 12/96
F N T O IST DATE: 12/96
10/17/96 Added notes. i1DCV
AG
DWG. NAME: BW186 SP PAGE: 8076
10'17 9 Edited notes. DCV AG
DWG. NAME: BR29 SP PAGE: 6074
DATE REVISION BY
APPR D
DATE
REVISION BY APPR D
ALL 90' TURNS SHALL
3
4" CLEANOUT WYE WITH
BE ACCOMPLISHED BY
MEANS NOTES
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45' BEND AND PLUG.
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OF AWYE AND 45' BEND.
w TWO 45' BENDS SHALL
NOT 1. Prior to installation of a sanitary sewer connection,
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BE ACCEPTABLE.
aside -sewer permit must be purhasetl from the City of
Renton Public Works Department.
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2. Types of g
yp 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,
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shall be used on joints.
HOUSE a HOUSE a_
HOUSE a. HOUSE
3. A minimum grode 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
$
—
3 -0" MIN.
pipe at a grade of 1%.
4. For inspection of side sewer, call 24 hours
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BEND AS REQUIRED
4" SEWER PIPE
in advance, 277 -5570. Site must be ready for inspection
and representative on site when inspector
time. Side
8
(q ) 4" SURFACE
NO MORE THAN 45' BEND).
EVERY 2ND CHANGE IN CLEANOUT
(TYPICAL)
4" SEWER PIPE, SEE NOTES 2 AND 3.
arrives at a pointetl sewer and stub
shall be tesp0etl er Ci s ecifications.
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DIRECTION OR GRADE WILL N
REQUIRE A SURFACE WYE
4" TEST TEE WITH MINIMUM LINE SIZE FOR OTHER THAN
Make the connection at the house. Do not backfill
the ditch until approval is given by the inspector.
CLEANOUT WYE. 4" CLEANOUT
PLUG FACE UP SINGLE FAMILY IS 6"
(TYPICAL)
Final app roval will be ranted after the existing
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septic ank has been pumped out and filled with sand.
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PROPERTY LINE WYE WITH PLUG
PROPERLY LINE
5. Install side sewer with Y minimum cover. 16"
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6' MIN.
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4" REDUCER
cover is allowed of the house if outlet is shallow.
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(TYPICAL) ?
6. side sewer stub is not available. The owner shall
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be responsible for its installation. The side sewer
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MAIN SEWER LINE w w
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shall b a minimum of 6" in size. If tee is not
available, the main sewer line must be topped
TYPICAL BUILDING
SEWER INSTALLATION PLAN
thru a cast iron saddle. All work within
street right —of —way shall be done by a licensed
and bonded contractor.
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4" SOIL PIPE
7. All work shall be accomplished in accordance
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4" CALDER COUPLING x
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HAVING FLOOD LEVEL RIMS LOCATED BELOW THE
with the Washing9ton Industrial Safety and
Health Act. (WISHA)
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OR EQUAL TO FIT
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a ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER
8, Al trench restoration for side sewers in the public
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SURFACE CLEANOUT -
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a OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
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ri9ht-of -way shall conform to the most current trench
restoration requirements as shown on dwg. #HR -23.
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4 "x 4 "x4" WYE
p DEVICE SHALL BE INSTALLED EQUAL TO TYPER 2 -84.
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in
4" PIPING
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g. All dig building sewer and side sewers shall have
bedding in accordance with drawing BW18C or
SR09
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4" CALDER COUPLING
as applicable.
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4' 4 4" TEST TEE cp
FACE UP AND PLUGGED
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10. There shall a minimum 10 foot horizontal separation oration
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4" NIPPLE
SURFACE CLEANOUT
it a
between sanitary side sewers and water services
minimum 5 foot horizontal seperation between sanitary side
VERTICAL DATUM: BENCHMARK
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ZONAL
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6 "x 4" REDUCER m
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sewers and g7j ocher utilities.
CITY OF RENTON, NAVD 88
L IM S. 75Mwnseooa �s (Z53)2M�
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— 6" COUPLING TO FIT
4" PIPING
CITY OF RENTON BENCHMARK #2104.
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END s" PIPE
Z REMOVE 2'x4° STUD AND CAP OR PLUG
PLAN
— TYPICAL BUILDING SEWER —
W /PLUG & TACK DOWN 0.9' IN CASE LOCATED
AT THE INTERSECTION OF BE 136TH ST. AND
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ON `� m
ON END OR EXISTING 6" SEWER PIPE.
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BUILDING DRAIN
FOR LOW HOUSE
SIDE SEWER (PROPERTY LINE)
144TH AVENUE SE. ELEV.= 399.340 FEET (121.719
CITY O F RENTON
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AND INSTALL BUILDING SEWER COUPLINGS,
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METERS)
CALL 48 HOURS
REDUCER, TEES, AND BENDS AS REQUIRED.
TO BUILDING CONNECTION
DEPARTMENT OF PUBLIC WORKS
BEFORE YOU DIG
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PROPERTY LINE
INSTALLATION PLAN
BECLAN PLACE - MINOR AMENDMENT
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—SEE SIDE SEWER DETAIL
6" PIPING TO 6' -0"
��Y p ADOPTED
CHECKED FOR COMPLIANCE
1- 800 - 424 -5555
SANITARY SEWER NOTES AND DETAILS
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BEYOND PROPERTY LINE
6" SIDE OUTLET TEE
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oLL CITY OF RENTON
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TO STANDARDS
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SEE NOTE 6 SEWER MAIN
CALL FOR LOCATIONS BEFORE YOU DIG
48HR LOCATORS 1- 800 - 424 -5555
STANDARD PLANS
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Date
DESIGNED: BAS
DATE 08/25/12 FILE NAME: 12188 -C21
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PLAN
F(V'(O LST DATE: 12/96
DRAWN: TAS
BUILDING SEWER
INSTALLATION
10/17/9 Editetl text OCV
AG
Date
Date
CHECKED: BAS SCALE: AS SHOWN slew eooK: cnae:
°z
1 DATE I REVISION I BY
IAPPR'D1 DWG. NAME: BR35 SP PAGE: 8082
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NO
REVISION BY APPR, DATE APPROVED: SHEET: 0 -21 OF: 25