HomeMy WebLinkAbout406.1EX. SEWER MAIN
_ —SPOOL (LENGTH AS NEEDED)
6" SEWER STUBE
SEWER MAIN TEE X 6" TEE
COUPLING (TYP.)
PROPERTY LINE
I
o 3'-0"
I I
------------------------- r_
F---------
L---J
BEND AS
REQUIRED
EXISTING SANITARY /
SEWER MAIN n nz UIN_ SLOPE, J
6" SEWER STUB
SEWER MAIN SIZE X 6" TEE
6" CAP
FUTURE 4" SIDE SEWER
2"x 4" STUD MARKING POST PAINTED
WHITE WITH THE WORD "SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WIRE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
(SEE STD. PLAN 403.1 FOR INSTALLATION)
JM EAGLE THREADED CLEAN—OUT ADAPTER HUB
& PLUG (OR APPROVED EQUAL)
` FUTURE 4" SIDE SEWER
6"X6"X6" WYE `FUTURE 6"x 4" REDUCER
ACCEPIaLE PROCEDURES FOR SIDE SEME QQNtjCCTk.QNS TO EXISTING SEWER MAIN
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USNG "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3-5'
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER STD. PLAN -406.1
DR]UBLIC WORKS APP VED:
DEPARTMENT INSTALLATION O
Nkw(SEWER MAIN TO PROPERTY LINE) : aim = n,T
3000 PSI MIX
CONCRETE �• /
BLOCKING
p�IG�GK\N�'
2% MIN SLOPE
6" TEE
1 HORIZONTAL
6'° MIN. SEWER
MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN BETWEEN 25' AND 45'
SEWER MAIN
TYPICAL SIDE SEWER
NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3-5'
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER STD. PLAN -406.1
DR]UBLIC WORKS APP VED:
DEPARTMENT INSTALLATION O
Nkw(SEWER MAIN TO PROPERTY LINE) : aim = n,T