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- RECESSED
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CONCRETE RI COKING ANGI F TYPICAL SIDE SEWER
OF TEE AT MAIN OVER 25
ELEVATION
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6" BUILDING SEW PIPE
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-E MIN 6" SIDE OUTLET
4" SND MARKING POST PAINTED
`6 " %e " %e' WYE
SURFACE CLEANOUT "Tx WHILE MM THE WORD 'SEWER" STENCILED
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1 8" MIN.
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12Y
14" —
1 L J .,.•
6" CONCRETE \
CLASS 3000 ` SAND OR
EXPANDABLE
FOAM
WATER TIGHT
PLUG
]4"
I 45' (1 /8) BEND
1 2
B.
4V`
A"
I P.a
�- tS
I 2 �L�'•
11" I e�P
IJ
J~
CAST IRON RING AND COVER aO
Gr�P BY THE MATERIINAL PIPE
45' (1/8) BEND
1. 8" 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1' -0' THICK. 2'-0" SQUARE
CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER.
PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT STD, PLAN - 403.1
DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011
- RECESSED
1 6" SIDE OUTLET TEE HORIZONTAL
LIFT POCKET
SEWER
�,%- - 11 N.C. SOCKET HD '2" A.C. 2' -0"
II��
.y
SCREW 1 Y(' LONG
(BRONZE OR S.S.) 1
CONCRETE RI COKING ANGI F TYPICAL SIDE SEWER
OF TEE AT MAIN OVER 25
ELEVATION
2" RNSEO PADS
6" BUILDING SEW PIPE
1 L J .,.•
6" CONCRETE \
CLASS 3000 ` SAND OR
EXPANDABLE
FOAM
WATER TIGHT
PLUG
]4"
I 45' (1 /8) BEND
1 2
B.
4V`
A"
I P.a
�- tS
I 2 �L�'•
11" I e�P
IJ
J~
CAST IRON RING AND COVER aO
Gr�P BY THE MATERIINAL PIPE
45' (1/8) BEND
1. 8" 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1' -0' THICK. 2'-0" SQUARE
CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER.
PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT STD, PLAN - 403.1
DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011
Ca'Y
PROPERTY LINE
1 6" SIDE OUTLET TEE HORIZONTAL
'
SEWER
.y
0"
CONCRETE RI COKING ANGI F TYPICAL SIDE SEWER
OF TEE AT MAIN OVER 25
ELEVATION
FUTURE
6" BUILDING SEW PIPE
BUILDING SEWER
UNLESS OTHERWISE SHOWN ON PLAN, I SIDE SEWER SHALL HAVE.
1 54
A MINIMUM 2.5' COVER AT PROPERTY iNEOR 3 -5' LOWER
\2 "'
TE
-E MIN 6" SIDE OUTLET
4" SND MARKING POST PAINTED
`6 " %e " %e' WYE
SURFACE CLEANOUT "Tx WHILE MM THE WORD 'SEWER" STENCILED
rc
CAST IRON RING & COVER IN 3" HIGH BLACK LETTERS AND 06 WIRE
1 8" MIN.
(EAST JORDAN IRON WORKS MAPPED OWNS THE SILO AND
n
2975 OR APPROVED EOUAL EXTENDED TO THE TOP OF THE STUD.
DEPARTMENT
.SPECIFY "SEWER' ON LID,
SEWER
SEE SM. PLAN 403.1 FOR
8" SIDE AND RUIIONG �FWDR
INSTAU -XION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
ONES ARE AS FOLLOWS:
A.
MTRIFIED CLAY MAIN - CUT IN A NEW SEE USING FLE%JBLE
COUPLINGS (FERNCO OR APPROVED EQUAL).
B.
CONCRETE MAIN - CORE - DRILLED WITH A ROAAC SADDLE (OR
APPROVED EQUAL).
C.
PVC MANN - CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW SEE USING RIGID COUPLINGS.
D.
DUCTILE IRON MAIN - CORE- DRILLED IWTH 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.
/\
50" ALLOWABLE MAX.
/('
/
FOR CAST IRON PIPE
/ / /A \\ / /
OR DUCTILE IRO PIPE.
1:3:5 MIX: WN
i /! /" \I
Ca'Y
2% MIN SLOPE
1 6" SIDE OUTLET TEE HORIZONTAL
'
SEWER
6" MIN. MAIN `>EWER MAIN
48
CONCRETE RI COKING ANGI F TYPICAL SIDE SEWER
OF TEE AT MAIN OVER 25
ELEVATION
ELEVATION
NOTE:
21.;E; .D.
UNLESS OTHERWISE SHOWN ON PLAN, I SIDE SEWER SHALL HAVE.
1 54
A MINIMUM 2.5' COVER AT PROPERTY iNEOR 3 -5' LOWER
5.5" MIN.
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
24" I.D.
�® PUBLIC WORKS
yn-IC
STANDARD SIDE SEWER
INSTALLATION
1 8" MIN.
SID. PLAN - 406.1
1 42" MIN.
30" I.D.
DEPARTMENT
(SEWER MAIN TO PROPERTY LINE)
SEPTEMBER 2011
7'
1
'B'
1
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2 MIN.)
SEE NOTE 6
MORTAR MINT(S) (3 /5" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WIN ASTI C -443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC..
OR APPROVED EQUAL
LADDER - POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOTES:
1. STEEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ME TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASING SHALL BE GROUTED.
5. ADJUSTMENT OF THE CASING TO GRADE SHALL BE ACCOMPLISHED WIN A COMBINATION OF
ADJUSTMENT RINGS. BRICKS AND MORTAR QLDX BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS S PROHfl TED
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WIN A HIGH SOLIDS URETHANE COATING, WASSER MC- AROSHIELD OR
APPROVED EQUAL: COLOR OF COPING SHALL BE WHITE.
8. RUBBER GASI(ETED JOINTS SHALL BE IN CONFORMANCE WITH ASIA C -443.
S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE-
10. CONNECTIONS TO MMHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
;(a�4 PUBLIC WORKS STANDARD SANITARY MANHOLE SM. PLAN - 4001
\M DEPARTMENT
SEPTEMBER 2011
86nn)
COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
F— 25' DIA. I
1635nn1 —. 1' (3) BLT SEC (ALLEN HEAD)
3/4, t25nnI 5 /D'-l1 X 1.5 SS
11
.3 WASHER
'=-83, 2 1/2' 'ILL
2 [64nn]
P
COVER SECTION VIEW
EON BOLTING DETAIL
26 1/2' ➢TA
C673nn]
25 1/4' DIA
C64Inn] I 1 1 /I6' 1 1116•
1N1
114' (6) DIA r C27nn] [6nn] r [2TW
NEOPRENE GASKET 11 I .1
1 B• J
1152nn] [inn]
F I I /8'
5/8' J 23 3/B' ➢IA LL OPEN [RSnnT
L16nn] [594nn] GASKET GROOVE DETAIL
27 5/16' DIA
C694rm]
34 1 /8' DIA
[867nn] NOTES.
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
'SEWER "), OR WATER (SPECIFY "WATER ").
O
PUBLIC WORKS
STD. PUN -401
( DEPARTMENT MANHOLE FRAME AND COVER
RA DECEMBER 2008
W (SEE NOTE 4) LIMITS OF PIPE ZONE
V-10"
BEDDING MATERIAL FOR O
SANITARY SEWER PIPE - L.O.D.
(SEE NOTE 6) OF PIPE
FOUNDATION LEVEL I
6"
—L
BEDDING FOR SANITARY SEWER PIPE
NNE:
I, 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
SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH
WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE
ACTUAL TRENCH WIDTH.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKRWNG" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT
ROCKS OR LUMPS LARGER THAN I" PER FOOT OF PIPE DIAMETER
SHALL NOT BE USED IN THE BACKFILL MATERIAL.
6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS
SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS.
7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
•j40• PUBLIC WORKS PIPE BEDDING STD' PION -405
DEPARTMENT FOR SANITARY SEWERS MARCH 2008
5- 363607
RECOMMENDED
FOR APPROVAL
BY
ur
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
A6' 5- 3634,0-7
J Call
before you
Dig.
1- 800 - 424 -5555
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
CLL; 5- 3C�36c-D c�,
In_
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 -5555
UNDERGROUND SERVICE (USA)
Y11oW (JA1%IO5B'S MACRON PUCET10593 CAGNxp \18T1026ENGdwy OI,mI Ot AT28 Mw
'8'
'C'
'D'
48" MH
48
6" MIN.
5 "MIN
24' MIN.
21.;E; .D.
54" MH
1 54
1 8" MIN.
5.5" MIN.
1 24" MIN.
24" I.D.
60" MH
1 60
1 8" MIN.
1 6" MIN.
1 42" MIN.
30" I.D.
NOTES:
1. STEEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ME TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASING SHALL BE GROUTED.
5. ADJUSTMENT OF THE CASING TO GRADE SHALL BE ACCOMPLISHED WIN A COMBINATION OF
ADJUSTMENT RINGS. BRICKS AND MORTAR QLDX BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS S PROHfl TED
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WIN A HIGH SOLIDS URETHANE COATING, WASSER MC- AROSHIELD OR
APPROVED EQUAL: COLOR OF COPING SHALL BE WHITE.
8. RUBBER GASI(ETED JOINTS SHALL BE IN CONFORMANCE WITH ASIA C -443.
S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE-
10. CONNECTIONS TO MMHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
;(a�4 PUBLIC WORKS STANDARD SANITARY MANHOLE SM. PLAN - 4001
\M DEPARTMENT
SEPTEMBER 2011
86nn)
COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
F— 25' DIA. I
1635nn1 —. 1' (3) BLT SEC (ALLEN HEAD)
3/4, t25nnI 5 /D'-l1 X 1.5 SS
11
.3 WASHER
'=-83, 2 1/2' 'ILL
2 [64nn]
P
COVER SECTION VIEW
EON BOLTING DETAIL
26 1/2' ➢TA
C673nn]
25 1/4' DIA
C64Inn] I 1 1 /I6' 1 1116•
1N1
114' (6) DIA r C27nn] [6nn] r [2TW
NEOPRENE GASKET 11 I .1
1 B• J
1152nn] [inn]
F I I /8'
5/8' J 23 3/B' ➢IA LL OPEN [RSnnT
L16nn] [594nn] GASKET GROOVE DETAIL
27 5/16' DIA
C694rm]
34 1 /8' DIA
[867nn] NOTES.
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
'SEWER "), OR WATER (SPECIFY "WATER ").
O
PUBLIC WORKS
STD. PUN -401
( DEPARTMENT MANHOLE FRAME AND COVER
RA DECEMBER 2008
W (SEE NOTE 4) LIMITS OF PIPE ZONE
V-10"
BEDDING MATERIAL FOR O
SANITARY SEWER PIPE - L.O.D.
(SEE NOTE 6) OF PIPE
FOUNDATION LEVEL I
6"
—L
BEDDING FOR SANITARY SEWER PIPE
NNE:
I, 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
SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH
WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE
ACTUAL TRENCH WIDTH.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKRWNG" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT
ROCKS OR LUMPS LARGER THAN I" PER FOOT OF PIPE DIAMETER
SHALL NOT BE USED IN THE BACKFILL MATERIAL.
6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS
SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS.
7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
•j40• PUBLIC WORKS PIPE BEDDING STD' PION -405
DEPARTMENT FOR SANITARY SEWERS MARCH 2008
5- 363607
RECOMMENDED
FOR APPROVAL
BY
ur
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
A6' 5- 3634,0-7
J Call
before you
Dig.
1- 800 - 424 -5555
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
CLL; 5- 3C�36c-D c�,
In_
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 -5555
UNDERGROUND SERVICE (USA)
Y11oW (JA1%IO5B'S MACRON PUCET10593 CAGNxp \18T1026ENGdwy OI,mI Ot AT28 Mw