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4" CLEANOUT WYE WITH
BE ACCOMPLISHED BY MEANS
NOTES:
45' BEND AND PLUG.
OF A WYE AND 45' BEND.
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a side -sewer permit must be purchased from the City of
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3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
RAISE -1 /2"
WIDE BORDER
RECLAN
A PORTION OF THE NW OF THE NE "F SE
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12 "4
FIBER
PAC K I I
45° (1/8)
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
CITY OF RENTO OWASHINgTON
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CONCRETE
CLASS 3000
3/4„
' PLUG TO BE SEALED
IN SAME MANNER AS
CAST IRON RING AND COVER 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
RING AND COVER. v�� o�
ADOPTED
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING ♦ e CITY OF RENTON
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. Z STANDARD PLANS
F N LST DATE: 12/96
10/17/96 Added notes. DCV AG
DATE REVISION I BY APPR'D DWG. NAME: BW18$ SP PAGE: B076
1/2" WEB 8 PL.
FRAME (NON- LOCKING)
M
'2 " " "
X 3 x 3/8 NON -SKID PATTERN
T INTEGRAL ON TOP
COVER (NON - LOCKING)
FOR 5/8"-11 N.C. x 1-1/4"
B S.S. SOC. HD. CAP SCREW (3 REQ'D.)
it TYP. TYP. NON -SKID PATTERN
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26 -3/8„
25-1/4"
11 24"
--� {--1 -1 /4"
23-1/4"
33 -1/4"
SECTION A -A
5/8" 1- 3/8"
1 " SEAT --I �-- [-2-1 2„
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
!enDIIAND TAP 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 ").
'VERTICAL DA' T UM:
CITY OF RENTON, NAVD 88
CITY OF RENTON BENCHMARK #2104. 1" IP
W /PLUG & TACK DOWN 0.9' IN CASE LOCATED
AT THE INTERSECTION OF SE 136TH ST. AND
144TH AVENUE SE. ELEV.= 399.340 FEET (121.719
METERS)
NO. I REVISION
• A
BY I APPR. I DATE
25"
SECTION B -B
3/4"
1 -3/8"
—1)
MANHOLE FRAME AND COVER
Y O ADOPTED
CITY OF RENTON
STANDARD PLANS
�F N 0� LST DATE: 12/96
DWG. NAME: BR29 SP PAGE: B074
,k$A!SCMEOL
ASS MTES, P`LLC
CIVL A PROJECT NANAGEYENT
705 SOUTH 9TH STREET Bu& (253) 272 -4451
SUITE #303 For (253) 272 -4495 j
TACOMA, WA 98405 bschweild9Msn.coin
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CITY OF RENTON
. I
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE
SANITARY SEWER NOTES AND DETAILS C
DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -021
I'.
DRAWN: TA'S
CHECKED: BAS SCALE: AS SHOWN FIELD BOOK: PAGE:
APPROVED: SHEET: C -21 OF: 23
DIRECTOR OF PUBLIC WORKS 1
ALL 90' TURNS SHALL
4" CLEANOUT WYE WITH
BE ACCOMPLISHED BY MEANS
NOTES:
45' BEND AND PLUG.
OF A WYE AND 45' BEND.
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TWO 45° BENDS SHALL NOT
1.
Prior to installation of a sanitary sewer connection,
BE ACCEPTABLE.
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
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sewers shall be approved by the Department of Public Works.
ORubber
or neoprene gaskets as specified by the manufacturer,
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shall be used on joints.
HOUSE
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HOUSE
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
3
-0" MIN.
6" pipe at a grade of 1 %.
4.
For inspection of side sewer, call 24 hours
}" BEND AS REQUIRIED
_
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4 SEWER PIPE
in advance, 277 -5570. Site must be _ ready for inspection
and representative on site when inspector
NO MORE THAN 45' BEND). 4" SURFACE
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(TYPICAL)
arrives at appointed time. Side sewer and stub
It
EVERY 2ND CHANGE IN
DIRECTION OR GRADE WILL CLEANOUT
4" SEWER PIPE SEE NOTES 2 AND 3.
shall be tested per City specifications.
REQUIRE A SURFACE WYE
4" TEST TEE WITH
PLUG FACE UP
MINIMUM LINE SIZE FOR OTHER THAN
SINGLE
Make the connection at the house. Do not backfill
the ditch until approval is given by the inspector.
CLEANOUT WYE.
4" CLEANOUT
(TYPICAL)
FAMILY 1S 6'
Final approval will be granted after the existing
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PROPERTY LINE
WYE WITH PLUG
PROPERTY LINE
septic tank has been pumped out and filled th sand.
to
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5.
Install side sewer with 2' minimum cover. 18"
6' MIN.
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6 x 4 REDUCER
cover is allowed at the house if outlet is shallow.
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(TYPICAL)
6.
If 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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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
TYPICAL BUILDING SEWER
INSTALLATION PLAN
street right' -of -way shall be done by a licensed
✓LPL /� / /L /i
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
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IF THE BUILDING SEWER SERVES ANY FIXTURE
with the Washington Industrial Safety and
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HAVING FLOOD LEVEL RIMS LOCATED BELOW THE
Health Act. WISHA
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ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER
8,
All trench restoration for side sewers in the public
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SURFACE CLEANOUT -
OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
right -of -way shall conform to the most current trench
4 "x 4 "x4" WYE
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DEVICE SHALL BE INSTALLED EQUAL TO TYPER 2 -84.
restoration requirements as shown on dwg. #HR -23.
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9.
All building sewer and side sewers shall have
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bedding in accordance with drawing BW18C or
4 "x 4 "x 4" TEST TEE
4" CALDER COUPLING
BR09 as applicable.
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10.
There shall be a minimum 10 foot horizontal se eration
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between sanitary side sewers and water services and a
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minimum 5 foot horizontal seperation between sanitary side
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6"x 4" m
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4"x 4x4 WYE
sewers and all other utilities.
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6" COUPLING TO FIT
4" PIPING
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END 6" PIPE
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- TYPICAL BUILDING SEWER -
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� ON END OR EXISTING 6" SEWER PIPE.
BUILDING DRAIN
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I AND INSTALL BUILDING SEWER COUPLINGS,
FOR LOW HOUSE
SIDE SEWER (PROPERTY LINE)
Co REDUCER, TEES, AND BENDS AS REQUIRED.
TO BUILDING CONNECTION
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LINE
SEE SIDE SEWER DETAIL
INSTALLATION PLAN
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6" PIPING TO 6' -0"
Y ADOPTED
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BEYOND PROPERTY LINE
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6" SIDE OUTLET TEE
CALL FOR LOCATIONS BEFORE YOU DIG
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SEE NOTE 6 SEWER MAIN
48HR LOCATORS 1- 800 - 424 -5555
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PLAN
F N LST DATE: 12/96
BUILDING SEWER
INSTALLATION
10/17/9
Edited text
DCV
AG
DATE I
REVISION
I BY
APP'R 'D
DWG. NAME: BR35 SP PAGE: B082
1/2" WEB 8 PL.
FRAME (NON- LOCKING)
M
'2 " " "
X 3 x 3/8 NON -SKID PATTERN
T INTEGRAL ON TOP
COVER (NON - LOCKING)
FOR 5/8"-11 N.C. x 1-1/4"
B S.S. SOC. HD. CAP SCREW (3 REQ'D.)
it TYP. TYP. NON -SKID PATTERN
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oa
M0
0 e B
26 -3/8„
25-1/4"
11 24"
--� {--1 -1 /4"
23-1/4"
33 -1/4"
SECTION A -A
5/8" 1- 3/8"
1 " SEAT --I �-- [-2-1 2„
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
!enDIIAND TAP 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 ").
'VERTICAL DA' T UM:
CITY OF RENTON, NAVD 88
CITY OF RENTON BENCHMARK #2104. 1" IP
W /PLUG & TACK DOWN 0.9' IN CASE LOCATED
AT THE INTERSECTION OF SE 136TH ST. AND
144TH AVENUE SE. ELEV.= 399.340 FEET (121.719
METERS)
NO. I REVISION
• A
BY I APPR. I DATE
25"
SECTION B -B
3/4"
1 -3/8"
—1)
MANHOLE FRAME AND COVER
Y O ADOPTED
CITY OF RENTON
STANDARD PLANS
�F N 0� LST DATE: 12/96
DWG. NAME: BR29 SP PAGE: B074
,k$A!SCMEOL
ASS MTES, P`LLC
CIVL A PROJECT NANAGEYENT
705 SOUTH 9TH STREET Bu& (253) 272 -4451
SUITE #303 For (253) 272 -4495 j
TACOMA, WA 98405 bschweild9Msn.coin
I
CITY OF RENTON
. I
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE
SANITARY SEWER NOTES AND DETAILS C
DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -021
I'.
DRAWN: TA'S
CHECKED: BAS SCALE: AS SHOWN FIELD BOOK: PAGE:
APPROVED: SHEET: C -21 OF: 23
DIRECTOR OF PUBLIC WORKS 1