HomeMy WebLinkAboutImage_406.1EX. SEWER MAIN
PROPERTY UNE
COL (LENGTH AS NEEDED) 2
6" SEWER STUBE FUTURE 4' SIDE SEWER
SEWER MAIN TEE X 6" TEE I
2"x 4" STUD MARKING POST PAINTED
'SEWER'
6' CAP WHITE WITH THE WORD STENCILED
IN 5' HIGH BLACK LETTERS AND #5 WIRE
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MAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
`COUPLING (TYP.)
3
I
6'X6'X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER
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(EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
E
APPROVED EQUAL. SPECIFY 'SEWER' ON LID).
I
(SEE STU. PLAN 403.1 FOR INSTALLATION)
- - T- F
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JM EAGLE THREADED CLEAN -OUT ADAPTER HUB
BEND AS
Ze PLUG (OR APPROVED EQUAL)
FUTURE 4' SOE SEWER
`6" SEWER STUB 6'X6'X6' WYE FUTURE 6"X 4" REDUCER
MAIN SIZE X 6" TEE
ACCEEIABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TC EXISTING SEWER MAIN
A. MTRIRED CLAY MAIN - CUT IN A NEW PVC 'TEE' USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW PVC 'TEE' USING 'STRONG -BACK' FLEXIBLE COUPUNGS (FERNCO OR APPROVED EQUAL).
C. PVC h CS00 PVC MAIN - CUT IN NEW TEE USING RIGID COUPUNGS OR CORE-ORILLED 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 57UCWRE
SHALL BE CORE -DRILLED.
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30M PSI MIX /p5 ��7o
CONCRETE -y / Nt1 OCV.
BLOCKING fP %yY 5 MpYh Ov
/ C� 1S MIN SLOPE
6" ME// HORIZONTAL
6" MIN. SEWER <SEWER MAIN
MAIN
GONCRFTE BLOCKING AN
OF TEE AT MAN BETWEEN 15' AND 45' TYPICAL SIDF SEWER
NOTE: UNLESS OTHERWISE SHOWN ON PLAN, S1DE SEWER SHALL HAYS 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
PUBLICWORKS DEPARTMENT INSTALLATION APP YFQ.
(SEWER MAIN TO PROPERTY MAIN TO PROPERTY LINE) u °AO