HomeMy WebLinkAbout102,103-00 East 96th St Auto Park Storm Sewer.2O
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2T PIPE E 69 LF 15' RCP A !0.307e:
705-706 (
24' PIPE •
706-707 129 LF 2f PIPE 4 0.30%
33' PIPE (S)
704-703 13 LF IT RCP
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PROFILE SEVEN
HORIZONTAL SCALE: 1' = 50'
VERTICAL SCALE : 1' = 5'
PROFILE
EIGHT
HORIZONTAL SCALE:
1' = 50'
VERTICAL SCALE :
1' = 5'
PROFILE NINE
HORIZONTAL SCALE: 1' = 50'
VERTICAL SCALE : 1' = 5'
STORM SEWER PLAN AND PROFLE NOTES -
1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATKIN (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 SWILL HAVE CASTINGS, JOINTS, LJFT 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. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE
AND INCLUDE END SECTIONS.
11, THE CONNECTION Of THE PROPOSED STORM SEWER TO AN EXISITNO PICK 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
4x4x10 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 RS ADDENDUMS.
EXISTING PROPOSED
GROUND GRADE
805 - 805
I
EXISTING 9 PROPOSED
GROUND ^ GRADE
800
DATUM 2+00 t—STATIONIN800
000 GRANULAR BACKFILL
000 SEE NOTE 8
HOLEY MOLEY'
DON'T SEZ
DIG
BLIND
1-800-382-5544
CALL TOLL FREE
1-800-428-5200
CAUTION
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
GROUND EVIDENCE (including, but not limited to,
manholes, inlets, calves, and marks mode upon
the grand 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
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