HomeMy WebLinkAboutS-3636028
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RECESSED
LIFT POCKET
11 N.C. SOCKET HD 2" A.C. 2'-0"
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O (BRONZE OR 5.S.) 1 1
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7WATER 6" CONCRETE CLASS 3000 ANDOR
XPANDABLE
OAM12 M TIGHT
P4 Q 14" PLUG
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' 1 45' (1 /8) BEND
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A CAST IRON RING AND COVER
6P :PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
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45' (1/8) BEND
ROME.
1. B" AND 6* CLEANOUTS ON SEWER .MAINS SHALL BE EAST JORDAN 4RON 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
\) Q SfD. PLAN - 403.3
! =
PUBLIC ORKS. 6'OR 6 INCH CLEANAUT
DEPARTMENT RTMENT FORSANITARY SEWER MAINS
SEPTEMBER 2011
PROPERTY UNE
z
FUTURE
6' BUILDING SEWER PIPE `r :BUILDING SEWER
D \-
Y STUD MARKING POST PAINTED
-ME WITH 6" SIDE OUTLET p 6"X6 "X6" wM yAIITE 1NiH THE WORD 'SERER' STENCILED
SURFACE RING UT WITH IN 3" HIGH BLACK LETTERS AND WIRE
CAST IRON RING &COVER `�
(EAST JORDAN IRON WORKS WRAPPED AE STUD AND
2975 OR APPROVED EQUAL, EXTENDED TO O THE TIE THE OF THE 5N0.
SPECIFY 'SEWER' ON U0. rS.
6" SIDE SEWER AND BID DING SEWER SEE .STD. PLAN 403.1 FOR
r INSTALLATON)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
ONES ARE AS FOLLOWS:'
A. VITRIFIED CLAY MAIN CUT IN A NEW ME USING FLEXIBLE
CWPUNGS (FERNCO OR APPROVED EWAL).
B. CONCRETE MAIN - CORE- DRILLED WITH A ROMAC GAGGLE (OR
APPROVED' EQUAL).
C. PVC MAIN - CORE DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW LEE USING RIGID CDUPUNGS
0. DUCTILE IRON MAIN - CORE- DRILUM WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTOR -ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
x. STRUCTURE. SHALL BE CORE- DRILLED,
6D" ALLOWABLE MAX
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE. �q
1:3:5 MIX
COHERE BLOCKIN �P+ �Mp'FOVOCK
.I. \N T,S .F}t6
2Z MIN SLOPE
6" SIDE OUTLET TEE HORIZONTAL
I SEWER
MANHOLE FRAME AND COVER
6' SEE STD. PLAN 401
24" ADJUSTMENT RINGS (2- MIN.)
12"' MAX.= SEE NOTE 6 ;
MORTAR JONT(S) (3/8 MIN.)
O SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C -443
,Cl
STEPS - POLYPROPYLENE STEPS
6 1�2 SHALL BE INCLUDED
7' MIN,
'A
CONCRETE RISER By PIPE INC..
OR APPROVED EQUAL
L
12 (TYP) ° LADDER POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE
17 CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOT TO SCALE
F A7 DOTES;_.
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2 STEPS ARE TO BE 9N PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. -: CASTING .SHALL' BE PER. SM. PLAN 401.
4 MANHOLE SECTORS TO BE OF REINFORCED PRECAST CONCRETE.
5 ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6 iADJUSTMENT OF THE :CASTING TO. GRADE SHALL BE ACCOMPUSHED WITH A COMSINATON OF
= ADJUSTMENT RINGS, s BRICKS AND r MORTAR: ONLY..BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS C PROHIB D
7. SANITARY SEWER MANHOLES. SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNELING,
COATED (SEALED) \WITH A HIGH SOUDS URETHANE COATNG, WASHER,. MC- AROSHIEW OR
''.APPROVED EQUAL; °COLOR 'OF COATING SHALL. BE .WHITE
8. RUBBER GASKETED JOINTS SHALL BE iN CONFORMANCE NTH ASTM C -443.
9.s CHANNEL .HEIGHT SHALL BE >A MINIMUM OF 3/4 OF THE INSIDE' DIAMETER OF THE LARGEST PIPE
10. .CONNECTIONS TO MANHOLE SHAUL 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 HAW A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COYER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.(.
2
PUBLIC WORKS STANDARD SANITARY MANHOLE SID PLAN -4003
%J DEPARTMENT
EHTO�
SEPTEMBER 2011
BOLTNDLES 3 FLOG
EQUALLY SPACED 120°
APART ON 23 1/16' (586MM)
q DIP B.C. (SEE DETAIL)
d
VQ
s'V
RENTO
p�j SEWER 6� C
.COVER BOTTOM VIEW
COVER &'FRAME
PLAN VIEW
25' DIA
[635mM17 t' (3ELT SOC (ALLEN HEAD)
3/4'23Mm] 5/8' -11 X 1.5 SS
C19mm1 RUBBER WASHER
71LIL
P>
COVER SECTION VIEW
EON BOLTING DETAIL
26 1/2" DIA
[673mM]
25 1/4' DIA�
II C643mM] 11 1 {16' � 3 3 /t6
1/4 (6 ) DIB [27mm1
NEOPRENE GASKET
48 "MH 48 6 ",MIN 5 "MIN 24 MIN 21" E10.
b4" MH 54 6" MIN 5.5' MIN. 24 MIN. 24' ID
60" MH 60 8 "MIN. 6'MIN. 42 MIN. 30' I.D.
Y�
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O
9
z
0
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N
45' (1/8) BEND
ROME.
1. B" AND 6* CLEANOUTS ON SEWER .MAINS SHALL BE EAST JORDAN 4RON 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
\) Q SfD. PLAN - 403.3
! =
PUBLIC ORKS. 6'OR 6 INCH CLEANAUT
DEPARTMENT RTMENT FORSANITARY SEWER MAINS
SEPTEMBER 2011
PROPERTY UNE
z
FUTURE
6' BUILDING SEWER PIPE `r :BUILDING SEWER
D \-
Y STUD MARKING POST PAINTED
-ME WITH 6" SIDE OUTLET p 6"X6 "X6" wM yAIITE 1NiH THE WORD 'SERER' STENCILED
SURFACE RING UT WITH IN 3" HIGH BLACK LETTERS AND WIRE
CAST IRON RING &COVER `�
(EAST JORDAN IRON WORKS WRAPPED AE STUD AND
2975 OR APPROVED EQUAL, EXTENDED TO O THE TIE THE OF THE 5N0.
SPECIFY 'SEWER' ON U0. rS.
6" SIDE SEWER AND BID DING SEWER SEE .STD. PLAN 403.1 FOR
r INSTALLATON)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
ONES ARE AS FOLLOWS:'
A. VITRIFIED CLAY MAIN CUT IN A NEW ME USING FLEXIBLE
CWPUNGS (FERNCO OR APPROVED EWAL).
B. CONCRETE MAIN - CORE- DRILLED WITH A ROMAC GAGGLE (OR
APPROVED' EQUAL).
C. PVC MAIN - CORE DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW LEE USING RIGID CDUPUNGS
0. DUCTILE IRON MAIN - CORE- DRILUM WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTOR -ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
x. STRUCTURE. SHALL BE CORE- DRILLED,
6D" ALLOWABLE MAX
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE. �q
1:3:5 MIX
COHERE BLOCKIN �P+ �Mp'FOVOCK
.I. \N T,S .F}t6
2Z MIN SLOPE
6" SIDE OUTLET TEE HORIZONTAL
I SEWER
MANHOLE FRAME AND COVER
6' SEE STD. PLAN 401
24" ADJUSTMENT RINGS (2- MIN.)
12"' MAX.= SEE NOTE 6 ;
MORTAR JONT(S) (3/8 MIN.)
O SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C -443
,Cl
STEPS - POLYPROPYLENE STEPS
6 1�2 SHALL BE INCLUDED
7' MIN,
'A
CONCRETE RISER By PIPE INC..
OR APPROVED EQUAL
L
12 (TYP) ° LADDER POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE
17 CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOT TO SCALE
F A7 DOTES;_.
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2 STEPS ARE TO BE 9N PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. -: CASTING .SHALL' BE PER. SM. PLAN 401.
4 MANHOLE SECTORS TO BE OF REINFORCED PRECAST CONCRETE.
5 ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6 iADJUSTMENT OF THE :CASTING TO. GRADE SHALL BE ACCOMPUSHED WITH A COMSINATON OF
= ADJUSTMENT RINGS, s BRICKS AND r MORTAR: ONLY..BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS C PROHIB D
7. SANITARY SEWER MANHOLES. SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNELING,
COATED (SEALED) \WITH A HIGH SOUDS URETHANE COATNG, WASHER,. MC- AROSHIEW OR
''.APPROVED EQUAL; °COLOR 'OF COATING SHALL. BE .WHITE
8. RUBBER GASKETED JOINTS SHALL BE iN CONFORMANCE NTH ASTM C -443.
9.s CHANNEL .HEIGHT SHALL BE >A MINIMUM OF 3/4 OF THE INSIDE' DIAMETER OF THE LARGEST PIPE
10. .CONNECTIONS TO MANHOLE SHAUL 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 HAW A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COYER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.(.
2
PUBLIC WORKS STANDARD SANITARY MANHOLE SID PLAN -4003
%J DEPARTMENT
EHTO�
SEPTEMBER 2011
BOLTNDLES 3 FLOG
EQUALLY SPACED 120°
APART ON 23 1/16' (586MM)
q DIP B.C. (SEE DETAIL)
d
VQ
s'V
RENTO
p�j SEWER 6� C
.COVER BOTTOM VIEW
COVER &'FRAME
PLAN VIEW
25' DIA
[635mM17 t' (3ELT SOC (ALLEN HEAD)
3/4'23Mm] 5/8' -11 X 1.5 SS
C19mm1 RUBBER WASHER
71LIL
P>
COVER SECTION VIEW
EON BOLTING DETAIL
26 1/2" DIA
[673mM]
25 1/4' DIA�
II C643mM] 11 1 {16' � 3 3 /t6
1/4 (6 ) DIB [27mm1
NEOPRENE GASKET
48 "MH 48 6 ",MIN 5 "MIN 24 MIN 21" E10.
b4" MH 54 6" MIN 5.5' MIN. 24 MIN. 24' ID
60" MH 60 8 "MIN. 6'MIN. 42 MIN. 30' I.D.
I-- W (SEE NOTE 4) LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 6) O.D. OF PIPE '.
�
FOUNDATION LEVEL
'. BEDDING` FOR SANITARY SEWER PIPE
NOTES: -
I. PROVIDE UNIFORM SUPPORT UNDER BARREL
2 HANG TAMP UNDER HAUNCHES
3 COMPACT BEDDING MATERIAL TO 959 MAX DENSITY EXCEPT DIRECTLY
OVER PIPE HAND TAMP ONLY
4 SEE 'EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY'
SEWERi SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH
WIDTH . "W'- AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE
ACTUAL TRENCH WIDTH
5. TRENCH BACKFLL SHALL CONFORM TO "BACKFlLUNG "'IN THE SANITARY
SEWER 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 r
6. PIPE ZONE MATERIAL SHALL HE "GRAVEL BACKFILL FOR DRAINS" AS
`SPECIFIED IN THE AGGREGATES SECTION Of THE STANDARD
:
SPECIFICATIONS.
] PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW '
LINE i5 MAINTAINED
I� PUBLIC WORKS PIPE BEDDING
SID. PLAN -406 -
DEPARTMENT FOR SANITARY SEWERS
MARCH 2008
5- 363602 BY
RECOMMENDED
FOR APPROVAL
By
Rr
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DALE
_
DATE
Lail
before you
Dig.
1- 800 - 424 -5555
AVOID CUTTING UNDERGROUND
UTI
LITY LINES. IT'S COSTLY
lYAIR4s (J) \10\10593 MPDISON PIACE\10593 GADYIWG \i6]3M8 -ENGM9 0&19111 01:47
:36 PM PDT
SID. PLAN -406 -
DEPARTMENT FOR SANITARY SEWERS
MARCH 2008
5- 363602 BY
RECOMMENDED
FOR APPROVAL
By
Rr
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DALE
_
DATE
Lail
before you
Dig.
1- 800 - 424 -5555
AVOID CUTTING UNDERGROUND
UTI
LITY LINES. IT'S COSTLY
lYAIR4s (J) \10\10593 MPDISON PIACE\10593 GADYIWG \i6]3M8 -ENGM9 0&19111 01:47
:36 PM PDT
5- 363602 BY
RECOMMENDED
FOR APPROVAL
By
Rr
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DALE
_
DATE
Lail
before you
Dig.
1- 800 - 424 -5555
AVOID CUTTING UNDERGROUND
UTI
LITY LINES. IT'S COSTLY
lYAIR4s (J) \10\10593 MPDISON PIACE\10593 GADYIWG \i6]3M8 -ENGM9 0&19111 01:47
:36 PM PDT