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CATCH BASIN FRAME AND VANED GRATE
OR MANHOLE RING AND COVER
HANDHOLD
RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
T SLAB TOP
M W >•�
48 ", 54 ", 60", 72 ", 84" OR 96" WALL BASE MAXIMUM BASE REINFORCING S EEL
DISTANCE
�' ► 'THICKNESS THICF�INESS KNOCKOUT BETWEEN � in /ft IN EACH DIRECTIPN
�:, . a MORTAR (TYP.) ; SIDE KNOCKOUTS � INTEGRAL SEPARATE
i a
• > ' I S I _ EPS OR 1 696 , 0.15
{0�.2¢�3g
LADDER__ ../,t..RS _ ».._._. ,_._„_..._...- ...L218_.,_..__...,.A.,_,._._.. _..tR _... 2_.__ ..,._.....__..�s4.,_.__..,..w.. ._....._._...,........�. 3. s:8 ._...........__._...,.. »6l.'1 aT �,... »..,......,.
1� 5 4$I_.. 80.25_ 0.25
699 3'° 60`° I 1211 0.24 0.35
389 12" 84" ._ 'I2" 0.29 0.39
i
o
• 9
2 S' II MAX. X. v; REINFORCING STEEL �.._ _.,..._ _...._._._ „w___._..._.__, _ _,.._._ ,_._
PT
MORTAR I'll � � �
CDs,
• ____ _...1___....._..._.__..._._..._
,----- .------------
"O” RING _ _ ___.,..._ »_ ._ _ ._„ .__ _ . _.... _ _____. _ _ . _...__ I
GRAVEL BACKFILL FOR 12" I
PIPE ZONE BEDDING
�.
10"
9„
—8-3/4'
1-1/4 1/2
J Ll-� IL
..
No
60" MA
NOT TO SCALE
" SQUARES SPACED — 3/4"
INDICATED — HT. 1/8 $1
4/1/2004
ADDED W DIAMETER do MAX. HEIGHT
88
DATE
REVISION
BY
1/2 $) -
12$00
RAISE-1/2
WIDE BORDER FIBER
PACKI�
5/8"
2 �/8" 4„
CAST IRON RING AND COVER
NOTE:
IN UNIMPROVED AREAS POUR 1' -0" THICK
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
45° (1/8)
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
WSDOT STD. PLAN
e), —n„
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
10/17/96
DATE
Added notes.
REVISION 4
DCV
BY
AG
APPR'D
C LEAN 0 UT
NOT TO SCALE
BACKFILL MATERIAL
(SEE NOTE 5)
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL
W (SEE NOTE 4) —1-
l I
i'
(CLASS A DESIGN)
• -� •
W (SEE NOTE 4) LIMITS OF PIPE ZONE
_
BACKFILL MATERIAL ___________. --------
___I�
(SEE NOTE 5) — 6"
I I
BEDDING MATERIAL
FOR RIGID PIPE C
I L
(SEE NOTE 6)
- .__.ter
FOUNDATION LEVEL ' —�
A
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) LIMITS OF PIPE ZONE
V, 0
BEDDING MATERIAL
FOR FLEXIBLE PIPE B
(SEE NOTE 7)
FOUNDATION LEVEL
� A
-------------------------
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
CONCRETE
CLASS 3000
—4-3/4 $$
INCH OR 8 INCH CL AITT-- -OU'T"
ADOPTED
CITY OF RENTON
STANDARD -11:11-ANS
LST DATE: 12/96
DWG. NAME: BW18B
WSDOT STD.
C2910504
SP PAGE: B076
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY.
4. 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 "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" 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 LINE IS
MAINTAINED.
* A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
4 -4 -97
BEDDING CLASS DESIGN
DIMENSION mm
A
CLASS A
4" MIN.
1/4 I.D.
12" MAX.
CLASS B
*
CLASS C
*
CLASS D
ZERO
_
CLASS F
_
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.
* A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
4 -4 -97
Corrected note 4
DCV
DT
2 -21 -91
Revised notes, 4,5,7,& 8. Added note 6
KJ
— — — —
DATE
REVISION
BY
APPR'D
DWG. NAME: BW 18C
NTO N STD. PLAN
SP PAGE 8077
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY " "`
— BOEING 10 -080 HUB RECORD DRAWING J# 140898 -01 RFA RF 06.29.07 THIS DESIGN AND /OR - — SANITARY SEWER DETAILS J# 140898 -01
SPECIFICATION IS APPROVED TITLE SHEET
®�, ® APPROVED BY DEPT. DATE 10 -080 HUB SHELL & UTILITY SEPARATION 0504
CHEC D
PROVED BUILDING 10-080 HUB JOB NO. J# 140898 -01 COMP NO.
APPROVED CIVIL MASTER RENTON, WA DWG NO. 10- 080 —0504
PACKAGE W/ SRA - 125 -CV LIFTOUT
CONCRETE BASIN, COMPONENTS AS AVAILABLE FROM
BECKWITH & KUFFEL, (206) 767 -6700
CONTACT: JAMES BURKHART
CONTROL PANEL - MYERS MODEL CGNC- 30 -43DW
COORDINATE LOCATION ON EXTERIOR WALL WITH ARCHITECT.
COORDINATE WITH ELECTRICAL TO ENSURE THAT HIGH WATER
ALARM AND PUMP FAIL ALARM ARE ROUTED TO EMCS.
MODEL THS 24" X 36" ACCESS HATCH W/ ODOR
REDUCTION GASKET, ALUM W/ BIT PAINT, H -20 FOR
OCCASSIONAL TRAFFIC AS AVAILABLE FROM
B. L. WILCOX & ASSOC. 562- 693 -2787
CONTACT: HANK FLEISCHER
VI \11 tlVLI\ i LJIVII , L I 1 \L%X V
MYERS MODEL W 20 -43 -15 2HP 3/60/460v PUMP,, EXPLOSION PROOF
I EL W/ GRADING
NEC TO ACHIEVE
ON PAVEMENT
VE EXTENSION HANDLE
✓�'4 'PV CN 2 RI Q� D N )
F RAIL KIT, (2) REQ'D
=RS SRAX -1 25 NON- SPARKING
26.50 0 PIPE CENTERLINE
DISCHARGE LEVEL
LIFTOUT CHAIN, 1/4 $$ $ SST (2) REQ'D
LIFT BAIL, SST (2) REQ'D
1 1/4 " DI CHARgE PIPE, PVC
SCH.801 (2 ) REQ D
MYERS "SRA -1 25 -CV" LIFTOUT
(W /CHECK VALVE) (2) REQ'D
PUMP STATION DETAILS
NOT TO SCALE
SYM I REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE
BOEING 10 -080 HUB RECORD DRAWING J# 140898 -01 RFA RF 06.29.07
mo
ACCEPTABILITY
THIS DESIGN AND /OR
SPECIFICATION IS APPROVED
APPROVED BY I DEPT. I DATE
,LVE, PVC
OCKED TYPE
16UNC X 2 LG.
DR , STU D
EQD.
SUBTITLE
SANITARY SEWER PUMP STATION DETAILS
TITLE 10 -080 HUB SHELL & UTILITY SEPARATION
BUILDING 10 -080 HUB
CIVIL MASTER
RENTON, WA
J# 140898 -01
C505
J# 140898 -01 c
10- 080 —0505