HomeMy WebLinkAboutS-406702RECESSED Not to Scale
LIFT POCKET
FRAME
E= E� 3/4" LETTERING "SEWER 2'-0" DIAMETER 21-O"
SEWER (2) BOLT SOC. (ALLEN HEAD) J�
5/8` - 11 X 1.5 STAINLESS
0 0 STEEL
REF. PART #00981177
T
1-3/16" II
a" CLASS "B" SAND OR
10-1/2" 5/8` ASPHALT EXPANDABLE
FOAM
LI t 1
T1-1/8"
2-1/4" BOLT DETAIL
45' (1/8) BEND
� 2-3/4"=1
A,O
12' 1/4"
CAST IRON RING AND COVER evil PIPE MATERIAL AS SPECIFIED
Qv BY THE ENGINEER
45' (1/8) BEND
NOTES:
1. B" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V-Om THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
STD. PLAN -403.1
PUBLIC WORKS 8" OR 6" CLEANOUT
"` DEPARTMENT FOR SANITARY SEWER MAIN
B
SANITARY SEWER CLEANOUT
Know what's below.
Call before you
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5)
FOUNDATION LEVEL
LIMITS OF PIPE ZONE
1'-0"
OF PIPE
BEDDING FOR SANITARY SEWER PIPE
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. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)'
OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 405
PUBLICWORKS PIPE BEDDING
DEPARTMENT FOR SANITARY SEWERS
SEWER PIPE BEDDING
�9UBMITTEO, IN PPRT, NOT RESPONSIBLE
WHILE THIS FORIT ACCURACY
INFORMATION'S
EVEiO ML
BE RELIABLE PNBL IS HOT BESPOHSIBCo FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WNICX MAY RAVE BEEN INCORPORATED IMO THIS OOCUMEMPS
A REBUSK
Li. iHOBE RELYING ON THIS RECORD OOLVMENi PREADVIBED To
ML
OBTAIN INDEPENDENT VERIFICATION OF RBALCURALV BEFOREAFPLYING IT
FOR ANY PURPOSE
NO. REVISION BY DATE APPR •'^BAN � ASSISI
PERMIT#
_SEX. SEWER MAIN
_SPOOL (LENGTU AS NEEDED)
e" SEWERSNBE
.
I
PROPERTY LINE
......_.._.._.._.._
5 _U"
FUTURE 4" SIDEMINOR
\ 2"X 4" SWD MARKING POST PLANTED
I
1`SER MAN X B" TEE
a" CAP WHILE WITH THE WORD "SEMEN" SIENOLED
IN 3" HIGH BLACK LETTERS AND 06 WE
I
ME
fy
WRAPPED MOUND ME MD AND
`coWEuPURc
7
THE
EXTENDED TO TOP OF THE STUD.
ro
a>1
i
I
s•
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a"Xil"XB" SURFACE CIEMAXIT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO MM75M OR
b
@
: APPROVEO EQUA., SPECIFY "SEMEN" OR UD),
I (SEE SM. PLAN 4nl FOR INSTALLATION)
I
----------------
I
—----- r�
JAI EAGLE THREADEDCLEAN-OUT ADAPTERHUB
DErO ,LG
h PLUG (OR APPROVED EQUAL)
8"
SEWER STUB
B"XW"XW" WYE
FUTURE 4"
l NTURE 8"F C'
SIDE SEWER
REDUCER
SEWER MAIN SZE X 6"
TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO UIRPING SEWER MAN
A STRIPED CLAY MANY - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - OUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO ON APPROVED EQUAL).
C. PLC a 01100 FIVE MAN - OUT IN NEW TEE USING RIGID COUPLINGS OR COflE-ORILIED WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
0. DUCTILE IRON MAN - CORE -DRILLED WIN A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL SE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE-ORKLEO.
/
/
3000 PA MIX
CONCRETE
/
BLOCKING
a" ME
B" MIN.
CONCRETE
OF TEE AT WIN
SEWER
MAIN
BILOCIONG ARGUE
BETWEEN BY AND 4%'
15W_
XgaZONTAL
/SEWER MAN
NOTE. UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2S COVER AT PROPERTY UNE OR 3-Y
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER sro.PwE•4o6.1
PUBLICWORKS INSTALLATION
DEPARTMENT�yy��1
(SEWER MAIN TO PROPERTY LINE)
SIDE SEWER INSTALLATION
IlN w% CITY OF
UR)
4 RENTON
DATUM
Planning/Building/Public Works Dept.
1010100
/ �!G/A�C✓ TACO MA • S EATTL E
S PO KAN E • TRI-CITIES
�SSJONA6 eQO 2215 North 30th Street, Suite 300 Tacoma, WA 98403
oa/ia/PoJ1 253.383.2422 TEL 253.383.2572 FAX WWW.ahhl.LDm WEB
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WALKER MAZDA DEALERSHIP
AS-BUILTS
AHBL JOB #2180100.11
SEWER NOTES AND DETAILS
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S-406702