HomeMy WebLinkAboutWWP2703365.2M
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A A
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10"
" CONCRETE ---
CLASS 3000
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15" 12" 0 �
SECTION A --A FIBER JOINT WATER TIGHT
PACKING PLOG
B F?
15- (1/8) BEND
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PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
2�"
SECTION B-B
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CAST IRON RING AND COVER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
NOTES
1. 6" CLEANOUT RING AND COVER SHALL BE FAST JORDAN IRON WORKS, INC. 6 [NCH CLEANOUT
No. 3675. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY,
2. IN UNIMPROVED AREAS, POUR A V—O" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND ADOPTED
COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. Ur CITY OF RBNTON
(D
♦ �i
STANDARD PLANS
N,T O LST DATF;: 04/04
lX/i0/03 Revlsad notes, _ JOH
10/t7/OB Added notes. __ ___ � DCVZqff�—D
I DATE 1 REVISION I BY DING. NAME: 8076 SP PAGE: 8076
USE HANSON COVER
NO. 02—R. WITH GAS TIGHT
MANHOLE RING AND COVER
AND 2—CLEANOUT RINGS
AND COVERS. EXTEND TO
FINISHED GRADE.
i
OIL WATER
SEPARATOR
17.7 GPM FLOW RATE
Al 30 PAIN. RETENTION
530 GAL MAX CAPACITY
4" VENT TO
AT a -o uaulo DEPrI I
BUILDING
DOWNTURNED ELBOW
A INLET
' ,4,NCHOK
iNp.
a
5' .6"
!
Q
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LIFr'NG HOLE
BASE # 466 - 5
F) 6"
4,950 '-BS
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Ontcmil
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f>AFFLE
F°I' RETAINER
6' WEIR
BAFFLE- 4 - u' INLET IE=18.96
TITLE
PAGE
DATE
f T
Vault 466-S
223
11-01-04
d'IR
- W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL
(SEE NOTE 5)
b'
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL
-----------
A 1
(CLASS A"DESIGN)
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL
(SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE C
(SEE NOTE 6)
H
FOUNDATION LEVEL
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
�- W (SEE NOTE 4) - LIMITS OF PIPE ZONE
--0„
I '
BEDDING MATERIAL
FOR FLEXIBLE PIPE B
t
(SEE NOTE 7) --
FOUNDATION LEVEL
(�
A
f
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
f
NOTE5:
-
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
I
_
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY ----
i`
OVER PIPE. HAND TAMP ONLY. BEDDING CLASS DESIGN
-'
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F
SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH —----------- --
'
"W AND TRENCHING OPTIONS. DIE PIPE ZONE WILL BE THE ACTUAL MIN,
6" 6"
TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE A
I.D. 6" MIN. 8" MIN. ZERO 6" MIN.
IWDTH SHALL RE 1-1/2 I.D. + 18".
12" MAX.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES"
IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, B I/4 0.0. 1/2 O.D. 1/8 O.D. ZERO O.D.
EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE
DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL.
C 3/4 O.D. 1/2 O.D. 1/8 0,0. O.D. —
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION
r
OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
I4
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES
I.
SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS,
I
8, PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW
LINE IS MAINTAINED.
PIPE BEDDING FOR SANITARY SEWER
c ADOPTED
CITY Of RENTON
STANDARD PIAN9
1-3- pdpte. 01-91— In Toble _„.. MB MB 'N O LST DATE: 01/05
4-4-97 Cmen tad n to 4 I)-V DT
i'I
2-21-91 jlimW,t notne 4,D,7,k B Added note 6 Ka - DWG. NAME: B077 SP PAGE: B077
DAIE — KEVISiON BY APPF`
,�-_
OUNATER SEPARATOR SIZING
OIL/WATER SEPARATOR TO BE CONNECTED TO 6 FLOOR DRAINS
IN THE NEW SERVICE DRIVE AREA. THE AREA WILL BE CLEANED
PERIODICALLY VIA PRESSURE WASHER.
PRESSURE WASHER HOSE RATE = 5 GPM
USE HANSON PIPE do PRODUCTS OIL/WATER SEPARATOR MODEL 466—S
OR APPROVED EQUAL (CAPACITY=17.7 GPM)
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W
+
4E® JUN