HomeMy WebLinkAboutWWP2703548.3BY MEANS OF A WYE AND 45°BEN➢. TWO
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45°BENDS SHALL NOT BE ACCEPTABLE.
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4" CLEANOUT
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WYE WITh
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1,
Prior to installation of a sanitary sewer connection,
a side -sewer permit must be purchased from the City of
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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,
4" SEWER PIPE (TYPICAL) 4" SURFACE
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shall be used on joints,
SEWER PIPE CLEANDUT WYE
`4"
4" BEND AS REQUIRED (NO MORE
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3.
A minimum grade of 2% (1/4" per foot) must be
THAN 45 BEND). EVERY 2N0 \ 4" CLEANDUT
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4" SEWER PIPE, SEE NOTES 2 AND 3,
maintained With 4' pipe, In the event a 2% grade
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CHANGE IN DIRECTION OR GRADE WYE WITH PLUG
WILL REQUIRE A SURFACE
3'-Q" MIN,
MINIMUM LINE SIZE FOR OTHER THAN
SINGLE FAMILY 1S 6"
cannot be maintained. The owner must grant a
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CLEANDUT WYE �4" TEST TEE WITH
PLUG FACE UP
grade release to the City and then can install
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(TYPICAL)
6' pipe at a grade of 1%,
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PROPERTY LINE
PROPERTY LINE
4,
For inspection of side sewer, call 24 hours
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ID 6"x a" REDUCER
6' MIN.
in advance, 277-5570. Site must be ready for inspection
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L7 (TYPICAL) L7
L7
and representative on site when inspector
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arrives at appointed time. Side sewer and stub
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shall be tested per City specifications,
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MAIN SEWER L]NE w w
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Make the connection at the house, Do not backfill
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the ditch until approval is given by the inspector.
TYPICAL BUILDING SEWER
INSTALLATION PLAN
Final approval will be granted after the existing
Useptic
tank has been pumped out and filled with sand,
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4" SOIL PIPE
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5,
IF THE BUILDING SEWER IS LOWER THAN THE
Install side sewer with 2' minimum cover. 18"
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4" CALDER COUPLING
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ROADWAY ELEVATION, BACKFLOW PREVENTION
cover Is allowed at the house If outlet Is shallow,
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OR EQUAL TO FIT
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DEVICE SHALL BE INSTALLED
2-84,
EQUAL TO TYLER
6.
If side sewer stub is not available, The owner shalt
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SURFACE CLEANDUT
A
be responsible for its installation. The side sewer
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4"x 4"14" WYE
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s
4" CALDER COUPLING
OR EQUAL TO FIT
shall be a mlYllmUm Of 6' In size. If tee Is not
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available, the main sewer line must be tapped
SURFACE CLEANDUT
l-4"x
thru a cast iron saddle. All work within
4"x4" WYE
street right-of-way shall be done by a licensed
4" PIPING
and bonded contractor,
4"x 4"x 4" TEST TEE
�4" PIPING
LLJFACE
UP AND PLUGGED
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7.
All work shall be accomplished In accordance
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with the Washington Industrial Safety and
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4" NIPPLE
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Health Act, (WISHA)
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f 6"x 4" REDUCER
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8,
Alt trench backfill for side sewers in
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--6" COUPLING T❑ FIT
END 6" PIPE
the public right-of-way shall consist of 5/8'
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PLAN
minus crushed rock.
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REMOVE 2"x4" STUD AND CAP OR PLUG
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i ON END OR EXISTING 6" SEWER PIPE,
BUILDING DRAIN
9.
All building sewer and side sewers shall have
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AND INSTALL BUILDING SEWER COUPLINGS,
REDUCER, TEES, AND BENDS AS REQUIRED.
FOR LOW HOUSE
bedding in accordance with drawing BW18C or
IT,
BR09 as applicable,
PROPERTYI
I LINE
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SEE SIDE SEWER ➢ETAIL
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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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IL SEE NOTE 6 SEWER MAIN
PLAN
BUILDING SEWER
INSTALLATION
TYPICAL BUILDING SEWER
SIDE SEWER (PROPERTY LINE) TO BLDG CONNECTION
INSTALLATION PLAN
NOT TO SCALE
(C.O.R. STD. DETAIL BR35)
W (SEE NOTE 4)
LIMITS
OF PIPE ZONE
BACKFILL MATERIAL
(SEE NOTE 5)
6
CONCRETE CLASS C
i NOTES:
(SEE NOTE 8)
1.
PROVIDE UNIFORM SUPPORT UNDER BARREL.
C
FOUNDATION LEVEL
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2.
HAND TAMP UNDER HAUNCHES.
3.
COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
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HAND TAMP ONLY.
(CLASS A DESIGN)
"EXCAVATION
4.
SEE AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18".
— W (SEE NOTE 4)
OF PIPE ZONE 5.
TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
,1/,-LIMITS
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
BACKFILL MATERIAL
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
(SEE NOTE 5)
6"
BACKFILL MATERIAL.
BEDDING MATERIAL
6.
SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
FOR RIGID PIPE
C
(SEE NOTE 6)
7.
SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
B
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
FOUNDATION LEVEL
8.
PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
A
MAINTAINED.
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7)
FOUNDATION LEVEL
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
�-- W (SEE NOTE 4)
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
IMITS OF PIPE ZONE
_T
1 = O>>
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BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
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.
—
PIPE BEDDING
FOR SANITARY SEWER
NOT 10 SCALE
(C.O.R. STD. DETAIL B077)
11
SEAL WITH AR 4000 AND
DRY SAND AFTER PATCHING
PATCHED AREA
A
OUTSIDE DIA,
2" A.C. CLASS "G"
4" CONCRETE
, - VI-.4
SECTION A -A
PLAN
REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER
OF THE FRAME PLUS TWO FEET. ADJUST 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" OF A.C. CLASS "G",
SEE CITY OF RENT❑N SUPPLEMENTAL SPECIFICATI❑NS SECTION 7-05.3(1),
TYPICAL UTILITY COVER ADJUSTMENT
FOR PAVEMENT OR OVERLAY
NOT TO SCALE
(C.O.R. STD. DETAIL BR36)
R/W
Ii-
---�_ _-.- F—
____ �_
CAP
EXISTING SANITARY SEWER (REMOVE) EXISTING SIDE SEWER
EXISTING G" SEWER A EQUIRFrI —
STUB (REMOVE TO R/W)�
_ V 6"x 4" REDUCER
l \ 6" WYE
1/8 OR 1/16 BEND
PROPOSED 6" SEWER STUB
MAIN RUN SIZE X 6" TEE
PROPOSED SEWER MAIN TYPICAL STUB CONNECTION
FOR SEWER REPLACEMENT
NOT TO SCALE
(C.O.R. STD. DETAIL BR33)
PROPERTY LINE
3'-0" MIN 6'-0" FUTURE
G" BUILDING SEWER PIPE I BUILDING SEWER
TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
1:3:5 MIX -
CONCRETE
BLOCKING
_6" SIDE OUTLET TEE
IN. SEWER MAIN F6" M
CONCRETE BL❑CKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
60" ALLOWABLE MAX,
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
ADJUSTING RINGS OR BLOCKS
AS REQUIRED./72
24"
-
24" x 6" FRAME AND LOCKING LID
PER DRAWING BR29,
4" MIN. TO 12" MA
PRECAST
VALVE 7.
ADAPTOR COLLAR
CHAMBER
CONE �.
8" OR 12" 16"
R.C.P. OR
EQUAL
�� RUBBER GASKET
PIPE 31" MIN. TO 48" MAX.
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D e
D
p.
A
A D ,,
vn
°
D D.
G" MIN.
W
z 2"x 4" STUD SERVICE MARKER PAINT UPPER
J PORTION WHITE ANS STENCIL ON SIDE
WORDING 'SEWER" WITH 3" HIGH BLACK LETTERS,
AND #6 WIRE WRAPPED AROUND THE STUD AND
w EXTENDED TO THE TOP OF THE STUD,
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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.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
PIPE SEWER MAINS ARE TO BE CORE DRILLED
C�N 27. MIN SLOPE
HORIZONTAL
SEWER MAIN
TYPICAL SIDE SEWER ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER,
STANDARD SIDE SEWER
INSTALLATION
5
REVISED
PER
CITY COMMENTS
4
REVISED PER
CITY
& OWNER COMMEN
3
REVISED PER
CITY
& OWNER COMMEN
2
REVISED PER
CITY
& OWNER COMMEN
NO. I REVISION
NOT TO SCALE
(C.O.R. STD. DETAIL BR39)
KAL
2 10
KAL
suRl�°
BILL SHIPLEY, PLS
KAL
1 1
KAL
DESIGNED:
K. LITCHFIELD P.E.
KAL
KAL
KAL
5 09
KAL
Dom" I
K. LITCHFIELD P.E.
KAL
10 07
KAL
I CHECKED:
K. LITCHFIELD P.E.
BY
I DATE
APPR
I APPROVED:
1 " = 20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
354803
VERTICAL: NAVD IM
HORIZONTAL- NAD 1983/1991
DATUM
/e1
48"
POURED IN PLACE BASE
-ALL 90'TLRNS SHALL BE ACCOMPLISHER
SANITARY MANHOLE DETAIL
EXTRA SHALLOW TYPE C
NOT TO SCALE
(C.O.R. STD. DETAIL BR39)
4— 1/2" WEB 8 PL.
FRAME (NON -LOCKING)
TYP.
5/8"-11 N.C.
ON 2PL.)"B.C.(TYP, 3 PL.)
FR 11G)
— 23-1/4"
— 33-1/4" —
X J'- X J/b IVUN-JICIL
-RN CAST INTEGRAL ON TOP
COVER (N❑N-L❑CKING)
FOR 5/8"-11 N,C, x 1-1/4"
S,S. S❑C, HD. CAP SCREW (3 REQ'D.)
TYP. N❑N-SKID PATTERN
0
7 o B
2" RAISED LETTERS AS
REQ'D, SEE NOTE No,3 BELOW
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP,) ON 23" B,C.
I-1/2" CORE(TYP.) (LOCKING)
1 �1-3/8"
1� 5/8" `3/8" �2„
16
T 1" SEAT
t ,- I— 2-1/2"
3/4"
25" -
NOTES:
1, FOR N❑N-L❑CKING USE ❑LYMPIC FOUNDRY No, MH 30 OR EQUAL,
2, FOR L❑CKING LID USE ❑LYMPIC 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").
MANHOLE FRAME
AND COVER
L 1 7' C
29176
NA
ti~
STAMP NOT VALID
UNLESS SIGNED AND DATED
4061 4`4R 1
CITY OF
It- RENTON
Planning/Building/Public Works Dept.
NOT TO SCALE
(C. O. R. STD. DETAIL BR29)
LEADBErTER SFR SEWER EXTENSION
NOTES AND DETAILS
PAGE
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