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Y' SEWER PIPE
SEVER PIPE
HOUSE
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NUTES:
HOUSE HOUSE 1. Prior to Installation of a sari tory sewer connection,
n 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
3' -0" MIN.
sewers shell be approved by the Department of Public Works.
Rubber or neoprene gaskets as spApPied by the manufacturer,
sbnll be used n Joints,
4" SEVER PIPE. SEE NOTES 2 AND 3, 3' A minimum grade of 2% IVA" per foot) must be
MINIMUM LINE 912E FER OTHER THAN mpintaUed with 4' pipe. In the event p 2% erode
SINGLE FAMILY IS 6" Cannot be naintairted. The Owner most grnnb a
erade release to the City and then can Install
' pipe at a grade of IY
.L
''PROPERTY LINE
3
(TYPICAL)
CLASS B
CLASS C I
6"
CLASS F
A
PROPERTY LINE
{ NOTES:
6" MIN
ZERO
G 7,
PROVIDE UNIFORM SUPPORT UNDER BARREL.
1/4 O.D.
1/2 O.D.
2.
HAND TAMP UNDER HAUNCHES.
O.D.
C
3/4 O.D.
4.
For Inspection of side sewer, Call 24 hours
4' A
6' Mlx. w
6 "x 4" REWCER
e
'A
6" SEWER STUB
HAND TAMP ONLY.
(CLASS A DESIGN)
In advance, 277-5570, Site must be ready for Inspection
?
?
arP¢AU
-
4.
SEE AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
PORTION WHITE ANS STENCIL ON SIDE
and representative on site when Inspector
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS.
WORDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE
arrives at fpo,nted time Side sewer and stub
- W (SEE NOTE 4)
;[--LIMI TS
OF PIPE ZONE 5.
TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
hall be tested per City specification,
_
MAIN SEWER LINE w
w
BACKFILL MATERIAL,
Make the connection at the house. Do not backflll
6.
SEE "BEDDING MA FOR RIGID PIPE" THE AGGREGATES SECTION OF THE
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
the ditch until approval Is given by the Inspector,
ti
TYPICAL BUILDING
SEWER INSTALLATION PLAN
60" ALLOWABLE MAX,
Final approval slit be granted after the a Istir ,g
7.
SEE 'BEDDING MATERIAL FOR FLEXIBLE PIPE" THE AGGREGATES SECTION OF
_1
B
septic tank has been pumped out and filled with Fond.
_T
I" Sell PIPE
PIPE MUST BE ANCHORED IN SUCH A MAKER AS TO ENSURE FLOW LINE IS
5.
Install side SPWer with 2' minmllm COVPG IB°
9" CALDER COUPIL
tHE BUIL0N6
SEVER IS LOWER THAN THE
HE PREVENTION
cover Is allowed at the house if outlet Is shallow
FITfi
OR EQUAL i0 Fli
MVICE SMALL
MICEY HALL
-84.
IN, TALLED E
BE INSTALLED EOUBL TO TYLER
6.
If sde sewer stub Is not available. the owner shalt
SUPPCE CLEPNOUt
q° CALDER COUPLING
p onslble for its installation. The side sewer
be tt
vvE
a
fir
W EIXML TO
Eli
b
shall be a not
mai of 6' In size. If tee
available, the main sewer line Must
e topped
p
SuefnLE CLEANDUT
c st iron Wi
work thin
'x q "x4" WYE
street ay sh. be
street right -of -way shalt ltP done IJY a Licensed
4" PIPING
and bonded contractor
'x 4' TEST TEE
FACE UP A. PLUGGER
a" PIPING
T.
All work Shell be aCCOMPUFfIed n aCGardnnCP
With the Washington Industrial Safety and
4" NIPPLE
Health Acts (WISHA)
w
/ -6 "x 4" RETAKEN
B.
lsshall
�--
-EN COUPLING TO FIT
Exn 6" PIPE
the public right-of-way consist of 5/8'
P
_
"x4"
PLAN
minus crushed rock.
d
REMOVE 2 STOp AND GP OR PWG
' SI ON END DR EXISTING 6" SEWER PIPE
U
BUILDING DRAIN
9.
ALI building sewer and side sewers shall have
W RED INSTALL S, AND B SEWER C CQ URED,
REDUCER, TEES, AND GENES AS RWUIRED.
FOR LOW HOUSE
Podding in accordance with Snowing BW18C or
g g
lD
BROS as applicable.
II
vmcviY�
_ U_
ys, a SEE SIDE SEWER DETAIL
6" PIPING TD 6' -V'
BEYOND PROPERTY LINE
6" SIDE OUTLET TEE
4 SEE NOTE 6 SEVER MAIN
PLAN
BUILDING SEWER
INSTALLATION
TYPICAL BUILDING SEWER
SIDE SEWER (PROPERTY LINE) TO BLDG CONNECTION
INSTALLATION PLAN
BACKFILL MATERIAL
(SEE NOTE 5)
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL,
BACKFILL MATERIAL
(SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION LEVEL-
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) —
FOUNDATION LEVEL
NOT TO SCALE
(CO.R. STD. DETAIL 8R35)
W (SEE NOTE 4)
-,-LIMITS
OF PIPE ZONE
CLASS A
CLASS B
CLASS C I
6"
CLASS F
A
4" MIN.
1/4 I.D.
12" MAX.
{ NOTES:
6" MIN
ZERO
G 7,
PROVIDE UNIFORM SUPPORT UNDER BARREL.
1/4 O.D.
1/2 O.D.
2.
HAND TAMP UNDER HAUNCHES.
O.D.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
4' A
3.
COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
DR 1/16 BEND
'A
6" SEWER STUB
HAND TAMP ONLY.
(CLASS A DESIGN)
—r
"EXCAVATION
4" STUD SERVICE MARKER PAINT UPPER
TEE WITH
4.
SEE AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
PORTION WHITE ANS STENCIL ON SIDE
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS.
WORDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18 ".
- W (SEE NOTE 4)
;[--LIMI TS
OF PIPE ZONE 5.
TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
0
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL MATERIAL,
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
6.
SEE "BEDDING MA FOR RIGID PIPE" THE AGGREGATES SECTION OF THE
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
STANDARD SPECIFICATIONS FOR THE MATERI AL SPECIFICATIONS.
ti
C
60" ALLOWABLE MAX,
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DS PIPE AND CI
7.
SEE 'BEDDING MATERIAL FOR FLEXIBLE PIPE" THE AGGREGATES SECTION OF
_1
B
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS,
_T
8.
PIPE MUST BE ANCHORED IN SUCH A MAKER AS TO ENSURE FLOW LINE IS
A
MAINTAINED.
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) ,1/-LIMITS OF PIPE ZONE
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
PIPE BEDDING
FOR SANITARY SEWER
N07 TO SCALE
(C.O.R. STD. DETAIL B077)
FJ
B35 six -
CONCRETE
BLOCKING
SEAL WITH AR 4000 AND
DRY SAND AFTER PATCHING
PITCHED AREA
PLAN
1' -0" OUTSIDE DIA 1' -0"
2" A.C. CLASS
4" CONCRETE
SECTION A -A
REMOVE PAVEMENT AND BASE MAT A
ERI OR A DISTANCE WHICH IS EQUAL TO THE DIAMETER
OF THE FRAME PLUS TWO FEET ADJUST F CASTING FRAME TO PAVEMENT SURFACE USING
CONCRETE BLOCKS.
REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CLASS 3000 CONCRETE (3/4). FINISH
PAVEMENT SURFACE WITH 2" DF A.C. CLASS "G
SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS SECTIDN 7- 05.3(1)
TYPICAL UTILITY COVER ADJUSTMENT
FOR PAVEMENT OR OVERLAY
NOT TO SCALE
(CO.R. STD. DETAIL BADE)
R/W
J
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C I
CLASS D
CLASS F
A
4" MIN.
1/4 I.D.
12" MAX.
6" MIN
6" MIN
ZERO
6" MIN
B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
-
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
PIPE BEDDING
FOR SANITARY SEWER
N07 TO SCALE
(C.O.R. STD. DETAIL B077)
FJ
B35 six -
CONCRETE
BLOCKING
SEAL WITH AR 4000 AND
DRY SAND AFTER PATCHING
PITCHED AREA
PLAN
1' -0" OUTSIDE DIA 1' -0"
2" A.C. CLASS
4" CONCRETE
SECTION A -A
REMOVE PAVEMENT AND BASE MAT A
ERI OR A DISTANCE WHICH IS EQUAL TO THE DIAMETER
OF THE FRAME PLUS TWO FEET ADJUST F CASTING FRAME TO PAVEMENT SURFACE USING
CONCRETE BLOCKS.
REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CLASS 3000 CONCRETE (3/4). FINISH
PAVEMENT SURFACE WITH 2" DF A.C. CLASS "G
SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS SECTIDN 7- 05.3(1)
TYPICAL UTILITY COVER ADJUSTMENT
FOR PAVEMENT OR OVERLAY
NOT TO SCALE
(CO.R. STD. DETAIL BADE)
R/W
J
� MAIN RUN SIZE X 6" TEE
PROPOSED SEWER MAIN TYPICAL STUB CONNECTION
FOR SEWER REPLACEMENT
NOT TO SCALE
(CO.R. STD. DETAIL BR33)
�� ��������������JII 24" x G" FRAME AND LOCKING LID
24 I� PER DRAWING BR29.
ADJUSTING RINGS OR BLOCKS "
AS REQUIRED.
4" MIN. TO 12" MA
PRECAST VALVE
CHAMBER CONE ADAPTOR COLLAR
BLIP OR EQUAL 8" OR 12" 16"
RUBBER GASKET PIPE MIN. TO 148" MAX.
5"
D } D
D 6" MIN.
A.
6
♦ W
48"
POURED IN PLACE BASE ywp,�n, —n ..... NA
SANITARY MANHOLE DETAIL
EXTRA SHALLOW TYPE C
Nor TO SCALE
(C.O.R. STD. DETAIL BR39)
FOR
5 /8 " -11 N.C. x 1 -1/4"
CAP
EXISTING SANITA SEWER (R- EMOVE)
B
7—
EXISTING SIDE SEWER
EXISTING 6" SEWER
3-0"
A
REQUIRED
STUB (REMOVE TO R /W)
6"
—_
-RY
-
--
6 "x
4" REDUCER
J \
/
WYE
MRE (TYP) ON 23" BS.
1
1/8
DR 1/16 BEND
PROPOSED
6" SEWER STUB
\`2x
� MAIN RUN SIZE X 6" TEE
PROPOSED SEWER MAIN TYPICAL STUB CONNECTION
FOR SEWER REPLACEMENT
NOT TO SCALE
(CO.R. STD. DETAIL BR33)
�� ��������������JII 24" x G" FRAME AND LOCKING LID
24 I� PER DRAWING BR29.
ADJUSTING RINGS OR BLOCKS "
AS REQUIRED.
4" MIN. TO 12" MA
PRECAST VALVE
CHAMBER CONE ADAPTOR COLLAR
BLIP OR EQUAL 8" OR 12" 16"
RUBBER GASKET PIPE MIN. TO 148" MAX.
5"
D } D
D 6" MIN.
A.
6
♦ W
48"
POURED IN PLACE BASE ywp,�n, —n ..... NA
SANITARY MANHOLE DETAIL
EXTRA SHALLOW TYPE C
Nor TO SCALE
(C.O.R. STD. DETAIL BR39)
�SE` MIN SLOPE S=354803
6° SIDE OUTLET TEE HORIZONTAL
T�� MIN. SEWER MAIN
SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ,
ELEVATION
NOTE
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM S' COVER AT PROPERTY
LINE DR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER
INSTALLATION
NOT TO SCALE
(C.O.R. STD. DETAIL BR39)
RCVIJGU HLIUIN. M AUUC
N0. I REVISION
BY I DATE I APPR
_II- 1/2" WEB 8 PL.
FRAME (NON - LOCKING)
TYP,
5/e11-11 sc.
ON 23" B.COIP. 3 PL.1
:RN CAST INTEGRAL ON TOP
COVER (NON- LDCKINO)
FOR
5 /8 " -11 N.C. x 1 -1/4"
PROPERTY LINE
SOC. H1.. CAP SCREW (3 RED'D.)
B
7—
DATE:
'(YP. NON -SKID PATTERN
3-0"
MIN
6' -0°
FUTURE
6"
BUILDING SEWER PIPE
D .
(
�2" RAISED LETTERS AS
BUILDING SEWER
NEWS. SEE NOTE III BELOW
UNDERSIDE SHOWN FOR CLARITY
MRE (TYP) ON 23" BS.
1
-1 /E" CORE(iYPJ (LOCKING)
COVER
\`2x
ti
4" STUD SERVICE MARKER PAINT UPPER
TEE WITH
6" SIDE OUTLET
PORTION WHITE ANS STENCIL ON SIDE
I
WORDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
is
AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE
SEWER AND BUILDING SEWER
d
EXTENDED TO THE TOP OF THE STUD.
0
a
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX,
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DS PIPE AND CI
/v
FOR CAST IRON PIPE
PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
�SE` MIN SLOPE S=354803
6° SIDE OUTLET TEE HORIZONTAL
T�� MIN. SEWER MAIN
SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ,
ELEVATION
NOTE
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM S' COVER AT PROPERTY
LINE DR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER
INSTALLATION
NOT TO SCALE
(C.O.R. STD. DETAIL BR39)
RCVIJGU HLIUIN. M AUUC
N0. I REVISION
BY I DATE I APPR
_II- 1/2" WEB 8 PL.
FRAME (NON - LOCKING)
TYP,
5/e11-11 sc.
ON 23" B.COIP. 3 PL.1
:RN CAST INTEGRAL ON TOP
COVER (NON- LDCKINO)
FOR
5 /8 " -11 N.C. x 1 -1/4"
S.S.
SOC. H1.. CAP SCREW (3 RED'D.)
B
BY
DATE:
'(YP. NON -SKID PATTERN
/
As
npgou
B
Es
D .
�2" RAISED LETTERS AS
NEWS. SEE NOTE III BELOW
UNDERSIDE SHOWN FOR CLARITY
MRE (TYP) ON 23" BS.
1
-1 /E" CORE(iYPJ (LOCKING)
COVER
26 -3/3"
zs -v4°
1-3/8•'
-I- 6
V. ��I
' SEAT
1 -1/4"
3/4"
25"
33 -1/9"
SECTION A -A SECTION H -B
NOTESI
L FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 DR EQUAL
2, FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T IIR EQUAL
3, USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER'), OR WATER (SPECIFY " WATER").
MANHOLE FRAME
AND COVER
STAMP NOT VALID
UNLESS SIGNED AND DATED
i
NOT TO SCALE
(CO.R. STD. DETAIL BR29)
KtGUMMt/VUCU'. "rUK
AF'YKUVAL
By NIO -he-
DATE,• 7r2v.F s/
BY
DA LE,
DATE.'
BY
DATE:
By
DATE•
Lis
V£ROCV: M.F➢ INA
1" = 20• HDRBZMN: N,D ,863 „BR, �, CITY OF
pOry� R E N TO N LEADBETTER SFR SEWER EXTENSION
ATONE DATUM NOTES MD DETAILS
OT EIN Planning /Building /Public Works Dept.
IF NOT ONE INN
SGIE A60�0.Y
4f 1,03
1/2010