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W (SEE NOTE 4) LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 6)
rf :' O.D. OF PIPE
FOUNDATION LEVEL /�� /_ 61,
f / /�%Tr9 / 6„
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 957 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS 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 SEWERS 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 MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
PIPE BEDDING FOR SANITARY SEWER
STD. PLAN - 405.0
MIN MINE MIN IMIN MIN
I T T Fm
- FACE OF CURB OR
EDGE OF PAVEMENT
2" CLASS 'B'
CENTER LINE OR
LANE LINE
6.5' MIN.
1' 1' 2.5' -.{ 1' 1'
MIN IMIN r MIN MINIMIN
\ VACP CLASS 'E' OR 'B'
` 6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
I TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
6.5' MIN.
2" DEPTH OF ROADWAY CENTERLINE
GRIND OR SAWCUT AND REMOVE \SY _ADOPTED
UA CITY OF RQITON
e
,p srANUn: 12/96
NS t8l' DATE: 12/88
SEE DWG# HR -05 FOR MINIMUM STANDARDS
OATS REVISION BY APPR DWG. NAME: HR -23 SP PAGE: H032A
�4 TYPI('AI PATCH FnR Fl FXIRI F PAVFNAFNT
N.T.S.
0
! 2"x 2" STUD MARKER POST PAINTED
WHITE: WITH THE NOR "SEWER" STENCILED
PROPERTY LINE_ IN 3" HIGH BLACK LETTERS AND #6 WIRE
WRAPPED AROUND THE STUD AND
z
EXTENDED TO THE TOP OF THE STUD.
o FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
A
-TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
K
a
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1;3:5 MIX
CONCRETE
BLOCKING
6 "x6 "x6" WYE WITH A
SURFACE CLEANOUT WITH
CAST IRON RING & COVER
(EAST JORDAN IRON WORKS
2975 OR APPROVED EQUAL,
SPECIFY "SEWER" ON LID,
SEE STD. PLAN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS
TO MAIN LINES ARE AS FOLLOWS:
OJj A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE
((V` COUPLINGS(FERNCO OR APPROVED EQUAL).
�0 B. CONCRETE MAIN - CORE - DRILLED WITH ROMAC SADDLE
(OR APPROVED EQUAL).
SLOPE C. PVC MAIN -CORE- DRILLED WITH ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS
�J HORIZONTAL D. DUCTILE IRON MAIN -CORE- DRILLED `NTH ROMAC SADDLE
6" SIDE OUTLET TEE (OR APPROVED EQUAL).
SEWER MAIN SEWER MAIN
6" MIN. E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL
CONCRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE
OF TEE AT MAIN OVER 25 TYPICAL ID R ELEVATION STRUCTURE SHALL BE CORE- DRILLED.
ELEVATION
NOTE:
UNLESS OTHERNJISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
SEWER MAIN TO PROPERTY LINE)
STD. PLAN - 406.1
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
MANHOLE FRAME AND COVER
PER DRAWING 401.
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4" 54"
1'.
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4" MIN. TO
12" MAX.
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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 MORTART ONLY 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) WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR AND 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 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 BE EXTEND A MINIMUM OF 6" AND
A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2'
DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREAS, COVER
MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SANITARY SEWER MANHOLE
STD. PLAN - 400.2
5- 361203
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