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NOTE:
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CONCRETE
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Y p ADOPTED
CITY OF RENTON
STANDARD PINS
LST DATE: 12/96
DCV AG DWG. NAME: BW18B SP PAGE: B076
ON BY APPR
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFlLL MATERIAL NOTES:
(SEE NOTE 5) — 6 1. PROVIDE UNIFORM SUPPORT UNDER BARREL
CONCRETE CLASS C 2. HAND TAMP UNDER HAUNCHES.
(SEE NOTE 8) 1 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
C HAND TAMP ONLY.
FOUNDATION LEVEL
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BEDDING CLASS DESIGN
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CAST IRON RING AND COVER
NOTE:
IN UNIMPROVED AREAS POUR 1' -0" THICK
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RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
1 f Off
0
FIBER JOINT
PACKING
45' (1/8) BEND
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
2f -Off
CONCRETE
CLASS 3000
4 -3 /off
II 1 PLUG TO BE SEALED
"— IN SAME MANNER AS
II I MAIN SEWER JOINTS.
- - - - - - - 6 INCH OR 8 INCH CLEAN -OTT
Y p ADOPTED
CITY OF RENTON
STANDARD PINS
LST DATE: 12/96
DCV AG DWG. NAME: BW18B SP PAGE: B076
ON BY APPR
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFlLL MATERIAL NOTES:
(SEE NOTE 5) — 6 1. PROVIDE UNIFORM SUPPORT UNDER BARREL
CONCRETE CLASS C 2. HAND TAMP UNDER HAUNCHES.
(SEE NOTE 8) 1 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
C HAND TAMP ONLY.
FOUNDATION LEVEL
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LIMITS OF PIPE ZONE
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* A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
PIPE BEDDING FOR STORM /SANITARY SEWER
NOT TO SCALE
STANDARD PLAN NO. BW -18C
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4' MIN.
1/4 I.D.
12`° MAX.
*
*
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--
* A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
PIPE BEDDING FOR STORM /SANITARY SEWER
NOT TO SCALE
STANDARD PLAN NO. BW -18C
LY RT
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OF 7H
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RECORD NOTE. aivos
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS.
WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,
AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR
ERROR OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THIS DOCUMENT AS A RESULT
THOSE RELYING ON THIS RECORD DOCUMENT ARE
ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS
ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.
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RECORD NOTE. aivos
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS.
WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,
AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR
ERROR OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THIS DOCUMENT AS A RESULT
THOSE RELYING ON THIS RECORD DOCUMENT ARE
ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS
ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.
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NO. REVISION BY APPR. DATE APPROVED: SHEET- 11 OF-18
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DATE,
DESIGNED: GCH DATE: FILE NAME: O
07/03/06 203615 —C3.
DRAWN: GCH
1 AS— BUILTS MW 5/1/08 OHEOKED: JMW SCALE: AS SHOWN FIELD 8001(1 PAGE
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NO. REVISION BY APPR. DATE APPROVED: SHEET- 11 OF-18
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