HomeMy WebLinkAbout102,103-00 East 96th St Auto Park Storm SewerY
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PROFILE TWO
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CONCRETE I
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PROFILE ONE
HOR. SCALE 1" s 50'
740
735
730
725
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3
tD O
179
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12+00 12+50
8+50
9+00
3+00
3+50
4+00
4+50
5+00
0+00
0+50
1+00
1+50
2+00
2+50
PROFILE ONE
HOR. SCALE 1" s 50'
740
735
730
725
g0#
Lr
3
10+50
11+00
11+50
12+00 12+50
8+50
9+00
9+50
10+00
5+50
6+00
6+50
7+00
7+50
8+00
PROFILE ONE
HOR. SCALE 1" s 50'
740
735
730
725
STORM SEWER PLAN AND PROFLE NOTM
1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS;
FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE
(5) FEET IN DEPTH.
2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS
WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED.
4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS.
THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED.
5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET
FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE
APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE.
AT NO COST TO THE OWNER.
6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE
FLOW INTO THE STRUCTURE.
7. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY
REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS.
8. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL
PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS.
9. SEE SECTION 02720 FOR STORM SEWERAGE SPECIFICATIONS IN THE PROJECT MANUAL.
10 PTPFS LEKTH5 ARE MEASURF0 FROM CFNTFR Of STRLIGTITRE TO CFNTFR OF 5TRUC,TURE
AND INCLUDE END SECMNS.
11. THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXTSTTNG BRICK STRUCTURE MUST
BE DONE ACCORDING TO THE FOLLOWING CONDITIONS:
A. REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON -SHRINK GROUT.
B.) AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (3')
DIAMETER BY A MINIMUM SIX INCH (6' THICK, 4,000 PSI CONCRETE COLLAR WITH
4410 GUAGE WIRE MESH OVER THE EXTERIIOR OF THE MANHOLE.
C.) ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT.
SHOULD THE INTEGRITY OF THE MANHOLE BE COMPOMISED, THE ENTIRE STRUCTURE MUST BE
REPLACED WITH A STANDARD MANHOLE STRUCTURE IN ACCORDANCE WITH THE INDIANAPOLIS
SANITARY SEWER DISTRICT STANDARDS, MAY 1989, AND ITS ADDENDUMS.
EXISTING PROPOSED
GROUND GRADE
805 -- -'— — 805
to
EXISTING 00 n PROPOSED
GROUND ^ GRADE
800 L ------ ' 800
DATUM 2+00 STATIONING
oco GRANULAR BACKFILL
0-0 SEE NOTE 8
*4MY MOLEY'
DON'T s"
DIG
BLIND
1-800-382-5544
CALL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
GROUND ENDENCE (including, but not limited to,
manholes, inlets, calves, and marks made upon
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED THE EXACT
LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
g0#
Lr
3
10+50
11+00
11+50
12+00 12+50
STORM SEWER PLAN AND PROFLE NOTM
1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS;
FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE
(5) FEET IN DEPTH.
2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS
WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED.
4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS.
THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED.
5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET
FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE
APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE.
AT NO COST TO THE OWNER.
6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE
FLOW INTO THE STRUCTURE.
7. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY
REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS.
8. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL
PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS.
9. SEE SECTION 02720 FOR STORM SEWERAGE SPECIFICATIONS IN THE PROJECT MANUAL.
10 PTPFS LEKTH5 ARE MEASURF0 FROM CFNTFR Of STRLIGTITRE TO CFNTFR OF 5TRUC,TURE
AND INCLUDE END SECMNS.
11. THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXTSTTNG BRICK STRUCTURE MUST
BE DONE ACCORDING TO THE FOLLOWING CONDITIONS:
A. REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON -SHRINK GROUT.
B.) AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (3')
DIAMETER BY A MINIMUM SIX INCH (6' THICK, 4,000 PSI CONCRETE COLLAR WITH
4410 GUAGE WIRE MESH OVER THE EXTERIIOR OF THE MANHOLE.
C.) ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT.
SHOULD THE INTEGRITY OF THE MANHOLE BE COMPOMISED, THE ENTIRE STRUCTURE MUST BE
REPLACED WITH A STANDARD MANHOLE STRUCTURE IN ACCORDANCE WITH THE INDIANAPOLIS
SANITARY SEWER DISTRICT STANDARDS, MAY 1989, AND ITS ADDENDUMS.
EXISTING PROPOSED
GROUND GRADE
805 -- -'— — 805
to
EXISTING 00 n PROPOSED
GROUND ^ GRADE
800 L ------ ' 800
DATUM 2+00 STATIONING
oco GRANULAR BACKFILL
0-0 SEE NOTE 8
*4MY MOLEY'
DON'T s"
DIG
BLIND
1-800-382-5544
CALL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
GROUND ENDENCE (including, but not limited to,
manholes, inlets, calves, and marks made upon
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED THE EXACT
LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.