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RECESSED
LIFT POCKET
" - 11 N.C. SOCKET HD 2" A. C.
2'-0 "
SCREW 1 " LONG I
Ya
��
(BRONZE OR S.S.) I (
� i
7¢" x 2" RAISED PADS
6" CONCRETE
'CLASS 3000
SANDOR
EXPANDABLE
FOAM
12 Ya
14
WATER TIGHT
PLUG
I
5
2
4 5- 1 8 BEND
_
7�"
3�
1 Y. 74`
( 2.,
5%" f 4v
1 Ya"
8„
1
�P\�
12 Ya"
14"
J�
CAST IRON RING AND COVER �'�
P
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER;
- 45' (1/8) BEND
NOTES:
1. 8" AND 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.
r. PUBLIC WORKS
�`•` '� DEPARTMENT
8 OR 6 INCH CLEAN -OUT
FOR SANITARY SEWER MAINS
STD. PLAN - 403.1
- _
SEPTEMBER. 2011-
PROPERTY LINE
z
FUTURE
r-TEE
UILDING SEWER PIPE 1 BUILDING SEWER
W. Iz`2 x 4' STUD MARKING POST PAINTED
H 6" SIDE OUTLET J 6"X6 X6" WYE WHITE WITH THE WORD "SEWER" STENCILED
> SURFACE CLEANOUT WITH
Of CAST IRON RING &COVER IN 3 HIGH BLACK LETTERS AND #6 WIRE
w WRAPPED AROUND THE STUD AND
ao (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD.
a' 2975 OR APPROVED EQUAL,
a SPECIFY "SEWER" ON LID,
6" SIDE SEWER AND BUILDING SEWER SEE STD. PLAN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN`
LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL).
C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
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.
60" ALLOWABLE MAX.
FOR 'CAST IRON PIPE
OR DUCTILE `IRON PIPE.
1:3:5 MIX ph �
CONCRETE -�.• PNGOG�\NG
BLOCKING7,
SAP 25
4giSEWER-
6"1 ,• ` _ 'G�N _2% MIN. SLOPE
HORIZONTAL
6 SIDE OUTLET TEE
MIN. MAIN SEWER MAIN
CONCRFTF BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM' 2.5' COVER AT PROPERTY LINE OR 3-5' rLOWER
THAN THE -LOWEST HOUSE ELEVATION, `WHICHEVER IS LOWER.
s/ � PUBLIC WORKS STANDARD, SIDE SEWER STD. PLAN - 406.1
DEPARTMENT INSTALLATION
-�" (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011
7' 1
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) ' (3/8" 'MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM 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.
'A'
'B'
'C'
'D'
'E'
48" MH
48"
6" MIN.
5"MIN
24" MIN.
21" I.D.
54" MH
54"
8" MIN.
5.5" MIN.
24" MIN.
24" LD.
60" MH
60"
I 8" MIN.
6" MIN.
42" MIN.
30" I.D.
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE 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 CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS 15 PROHIBITED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE 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.
�o STD. PLAN - 400.1
PUBLIC WORKS STANDARD SANITARY MANHOLE -
-`�� -' DEPARTMENT
SEPTEMBER 2011
BC]LTHDLES - 3 PLCS
EQUALLY SPACED 120°
APART ON 23 1/16' (586mm)
DIA B.C. (SEE DETAIL)
�� L� � COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
15' DIA,
C635mm] 1 r(3) BLT SDC, (ALLEN HEAD)
3/4' 125MMI \ 5/ RUBBERX AS SS
� BBEWASHER
C19mm]
I
---��8 ,3/4' L_ 2 1/2'
[222mml 164mm3
TYP
COVER SECTION VIEW
EON BOLTING DETAIL
26 1/2' DIA _
C673mm]
25 1/4' DIA
1641mm]-,I 1 1/16' "'
C6mm] r 1 1/16'
1/4' (6mm) DIA 127mm] -'_t C27mm7
�NEEIPRENE GASKET
6� C3mm]
f Cls2mm7
It
CR3mml
16MM5/8' 23 3/6' DIA cL OPEN GASKET GROOVE DETAIL
C16mm] C594mm]
27 5/16' DIA
C694mm3
34 1/8' DIA
C867mm7 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").
STD. PLAN - 401
�► PUBLIC WORKS MANHOLE FRAME AND COVER
DEPARTMENT
F� �o DECEMBER 2008
{-- W (SEE NOTE 4) — LIMITS OF PIPE ZONE
f
BEDDING MATERIAL FOR
SANITARY SEWER PIPE O.D. OF PIPE
(SEE NOTE 6) 0
FOUNDATION LEVEL i
i
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. ,COMPACT BEDDING MATE
RIA'_ 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 "BACKFILLING" 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.
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.
.i PUBLIC WORKS PIPE BEDDING STD. PLAN - 405
* DEPARTMENT FOR SANITARY SEWERS
MARCH 2O08
S=363607
Sm3 63 602
RECOMMENDED
;FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
Call
before you
®j g.
1-800-424-5555
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
s
t
f
I Q 38285 p . A
FGISTE�� C
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)
Y:Wobs (J)\10\10593 MADISON PLACE\10593 CAD\dwg\1673-028-ENG.dwg 09/19/11 01:47:26 PM PUT