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7' 1
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'B'
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 NTH 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' I'C'I
V
I 'E'
48" MH
48"
6" MIN.
I 5 MIN
24" MIN.
21" I.D.
54" MH
54"
8" MIN.
5.5" MIN.
24" MIN.
24" I.D.
60 MH
60"
8" MIN.
1 6" MIN.
42" MIN.
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 NTH A COMBINATION OF
ADJUSTMENT RINGS, BRNCKS AND MORTAR QbLL BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) PATH A HIGH SQUIDS URETHANE COATING; WASSER MC-AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE MATE.
EIL RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM I C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PPE.
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 MIAMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
STD. PLAN - 400.1
e) PUBLIC WORKS STANDARD SANITARY MANHOLE
DEPARTMENT
SEPTEMBER 2011
W (SEE NOTE 7) -4�,: LIMITS OF PIPE ZONE
is Opp
BEDDING MATERIAL FOR
SANITARY SEWER PIP O.D. OF PIPE
FOUNDATION LEVEL
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. 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. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)'
OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
BDLTH❑LES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586mm)
DIA B.C. (SEE DETAIL)
COVER & FRAME
PLAN VIEW
25' DIA.
E635nm] 1'
3/4' r ,�5r�n]
L19MMI _I`-jL
8 3/4' L 2 1/2'
[222Mn] E64mmI
TYP
COVER SECTION VIEW
26 112' DIA
E673mml
25 1/4' DIA
L641mml 1 1/16'
1/4' (6nn) DIA L27mml
NEOPRENE GASKET
C15} 2
ran]
5/B' 23 3/8' DIA CL ❑PEN
E16r�n] I594mml
27 5/16' DIA
I694nrt]
34 1/13' DIA
COVER BOTTOM VIEW
BLT SDC. (ALLEN HEAD)
5/1131'-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4' 1 1/16'
[6"r^] E27nn]
1/8'
Linn]
1/8'
ER3nn]
GASKET GROOVE DETAIL
1867mml (COTES:
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. Pi" - 401
* �PUBLIC WORKS
* DEPARTMENT MANHOLE FRAME AND COVER
DECEMBER 2008
Ex. SEVER MAIN
WOOL (LENGTH AS NEEDED)
6" SEVER STUBE
SEWER MAIN TEE X 6" TEE
i i - COUPUNG (TYP.)
ka.J
I
�..-..-PROPERTY LINE
I
FUTURE $ SUE SEWER
2"x 4" STUD MARKING POST PAINTED
i
Ni CAP WHITE WITH THE WORD 'SEWER' STENCILED
N 3" HIGH BLACK tETIIERS AND /6 WIRE.
I
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
3'
I I
I
8"XB'XB" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
I
(EAST JORDAN IRON WORKS PRODUCT NO. 00357502 OR
'SEWER'
APPROVED EQUAL, SPECIFY ON UDI
I
(SEE STD. PLAN 403.1 FOR INSTALLATION)
I '
rT --
-
------------------
' r------- EAGLE THREADED CLEAN -OUT ADAPTER HUB
- L_--J
BEND AS Nt PLUG (OR APPROVED EQUAL)
REQUIRED
O<iSI SANITARY
SEWER MAIN ON MIN. `
\ 4' SIDE SEVER
`6" SEWER STUB 8'XB'X8' WYE �\_IFUTURE
FUNRE 8"x 4" REDUCER
SEW" MAIN SIZE X 6" TEE
000"wp ywtnmc a IIING SEWER MAIN
A. VITRIFIED CLAY MAIN- CUT IN A NEW PVC 'TEE' USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT N A NEW PVC "TEE' USING 'STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC & C90D PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE RiON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -BUTS OR THE STRUCTURE
SHALL BE CORE-ORIL ED.
4.
low PSI MIX
CONCRETEor-
µ"'
etoaaNc . as �--,�
i
------ 2x MIN SLOPE
HORIZONTAL
8" TEE
6" MIN. SEWER /SEWER MAIN
MAIN
CONCRETE BLOCKING ANGIF
OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDF SFWFR
NOTE" UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2.5 COVER AT PROPERTY LINE OR 3-6
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
_ ... ....... ........
._.... -.
Puauc WORKS PIPE BEDDfNG. PIS 405 STANDARD SIDE SEWER SM. PLAN -406.1
DEPARTMENT PUBLIC WORKS
FOR SANITARY SEWERS DEPARTMENT INSTALLATION
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(SEWER MAIN TO PROPERTY LINE)
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�OpA l �� p I p I"I 1 FIRST ROUND CITY REVIEW COMMENTS AL 2 1 JH CHMM . HOPPER L3 " DATUM
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W" AOOORDIM LY
NO, REVISION BY DATE APPR A
CITY OF
RENTON
Planning/Building/Public Works Dept.
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