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SECTION A —A
"RON RING AN
CONCRETE
CLASS 3000
12110 ---'
FIBER JOINT
PACKING
45- (1,/8) BEND
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES:
t. 6" CLEANOUT RING AND COVER SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3675. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
3, IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND
COVER AS REWIRED BY STANDARD DETAIL DRAWING BR36,
ReviseU
Added r` - -
REVISION
M.
2'_O's
< 1, 0"
�-4_3/4"
``— WATER TIGHT
PLUG
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
6 INCH CLEANOUT
1 . ADOPTED
CITY OF RENTON
t' +
����``"►►►► STANDARD PLANS
r T LST BATE: 04/04
DWG. NAME: B076 SP PAGE: 8076
SANITARY SEWER CLEANOUT DETAIL
N TS
Approved by.
Approved by.
Approved by.
Approved by.
CITY OF RENTON
----------------- Date--------
----------------- Date--------
---------------- Date--------
----- Date -------
BACKFILL MATERIAL
(SEE NOTE 5)
CONCRETE GLASS 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
1. PROVIDE UNIFORM SUPPORT UNDER BARREL,.
2. HAND TAMP UNDER HAUNCHES
W (SEE NOTE 4) - LIMITS OF PIPE ZONE
(CLASS A DESIGN)
r— W (SEE NOTE 4)
LIMITS OF PIPE ZONE
11 DESIGN)
BEDDING FOR RIGID PIPL
W (SEE s OF PIPE ZONEill 0"
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
3. COMPACT BEDDING MATERIAL TO 95X MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY,
A: SEE "EXCAVATION 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
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES"
IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS,
EXCEPT THAT ROCKS OR LUMPS LARGER THAN I- PER FOOT OF PIPE
DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL.
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION
OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7, SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES
SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW
MINE IS MAINTAINED.
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
6" MIN.
1/4 I.D.
12" MAX.
6" MIN,
6" MIN.
ZERO
6" MIN.
6
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,M
O.D.
—
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
U CITY OF RENTON
+ * STANDARD PLANS
N LST DATE:01/05
DWG NAME: B077 SP PAGE: B077
TYPICAL SANITARY SEWER TRENCH DETAIL
OTB
PERMIT RESUBMITTAL
LOWE'S 90% SUBMITTAL
NO. REVISION
N TS
S=335404
�j
SURVEYED:
12 15 06 DESIGNED:
11 2s 06MSN
11 03 06 DRAWN: NJS
8 29 06 CHECKED:
MSN
BY DATE APPR APPROVED:
MSN
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
t
33'
MOTES:
1, ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS.
INC. No. 3705 (LOCKING) OR EQUAL.
2. FRAME AND COVER SHALL BE A WATER TIGHT ASSEMBLY.
3, USE FRAME AND 'OVER FOR STORM (SPECIFY "DRAIN" ON COVER).
SANITARY (SPE "SEWER"), OR WATER (SPECIFY "WATER").
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SPECIFY
LETTERIN+
MANHOLE
FRAME AND COVER
ADOPTED
cow CITY OF RENTON
t
�. STANDARD PLANS
LST DATE:04/04
DWG. NAME: B074 SP PAGE: B074
LOCKING MANHOLE FRAME & COVER
N TS
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11235 SE 6th Street T (425) 453-9501 �SSI0 AL
Suite 220 F (425) 453-8208
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Bellevue, Washington 98004 WWW.PAcLAND.COM EXPMES 6/I/0'4
N DATE:
12/15/06
®� CITY of LOWERS OF RENTON - FIEDOOK:
RENTON GARDEN AVENUE NORTH PAGE:
RENTON, WASHINGTON DRAWING NO:
SANITARY
Planning/Building/Public Works Dept. SEWER rL0ME'w9C-5•0
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