HomeMy WebLinkAboutC 503 Sanitary Sewer Intercepter ProfileINVERT IN
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STATION
SURFACE
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910
905
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895
890
885
901
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PLAN 571 - 585
SCALE- 11 - 50'
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.,,,...., avc.,y 9113.31 _....... .__
901.07 904.07 904. .72
901
1+26.51 2 +66.42 902.39 903.21 903.97 904.72
3 +75.63 5 +35.72 6 +81.31 8 +26.26
911.40 912.70 913.60 914.20 913.80 912.40
1 +00 1 +50 2 +00 2 +50
3 +00 3 +50 4 +00
4 +50 5 +00 5 +50
PROFILE 571 - 585
MOR. SCALE- 11 - 50'
VER. SCALE- 19 - 5'
6 +00 6 +50 7 +00
7 +50 8 +00
915
RE
905
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895
:-1
885
8 +50
UTUTY PLAN LEGEND
PROPM CONSTRUCTION
SANTARY SEWER
SANITARY CLEANOUT co
SANITARY LATERAL SANITARY MANHOLE
SANITARY LINE a"S S s "S
SANITARY STRUCTURE NUMBER 501
SANITARY CASTING ELEVATION TC 715.50
EASEMENT LINE
SANITARY SEWER EASEMENT S-S.E.
SANITARY SEWER, DRAINAGE SS.,S..,D.& U.E.
do UTILITY EASEMENT
2•e r
EXISTING PROPOSED
GRADE
GRADE
805 ........................... ..------ - - - - -- ................... 805
800
DATUM 2 +00 4 STATIONING
c °•J GRANULAR BACKFILL
SEE NOTE 9
SANITARY SEWER PLAN AND PROFLE NOTES-
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. SEE SHEET C507 FOR DETAILS.
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. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AS -BUILT DRAWINGS TO THE ACCEPTING
AGENCY TO CERTIFY THE ELEVATION AND SLOPE OF SANITARY SEWERS. SEWERS INSTALLED AT
A GRADE LESS THAN REQUIRED BY THE AGENCY WILL NOT BE ACCEPTED. THE CONTRACTOR
SHALL PROVIDE FOR PERIODIC AS -BUILT CHECKS ON THE SEWER DURING CONSTRUCTION TO
ASSURE THAT DESIGN GRADE IS BEING MAINTAINED.
7. CONTRACTOR SHALL VERIFY LOCATION do INVERT ELEVATIONS OF EXISTING SANITARY SEWER
PRIOR TO START OF CONSTRUCTION.
8. ALL SANITARY MANHOLE CASTINGS SHALL BE: NEENAH R -1642 OR EQUAL WITH
CONCEALED PICK HOLES.
9. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN FIVE (5) FEET OF
ALL PAVED AREAS, INCLUDE CURBS, EDGE OF PAVEMENT, AND SIDEWALKS.
10.EASEMENTS ARE $HOWN FOR REFERENCE ONLY AND 00 NOT NECE$$ARILY DEPICT ACTUAL
RECORDED INFORMATION. SEE RECORDED PLAT FOR EXACT INFORMATION.
11. SEE SECTION 02730 FOR SANITARY SEWERAGE SPECIFICATIONS A)IN THE PROJECT MANUAL OR B) ON SHEET C507.
12.PIPES LENGTHS ARE MEASURED TO THE NEAREST FOOT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
13.SANITARY SEWER LATERALS ARE TO BE STUBBED TO THE BUILDING SETBACK LINE OF EACH LOT OR
AS INDICATED ON THE PLAN. EACH LATERAL END SHALL BE PROPERLY CAPPED AND MARKED IN THE FIELD.
SEE DETAIL ON SHEET C507.
14.ALL SANITARY SEWER PIPE GREATER THAN 20' DEEP SHALL BE S.D.R.26. ALL OTHER PIPE TO BE S.D.R.35.
D0N'T `ll(iiLv uulLr°
SEZ:
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 EVIDENCE (including, but not limited to,
manholes, inlets, valves, 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.
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CERTIFIED BY:
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No. �-
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STATE OF i (V
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Scale:
0
Scale 1• - 50'
SheW
C503
we
07-16 -01
Project Nwnber
960324 -20600