HomeMy WebLinkAboutC 504 Sanitary Plan and ProfilePLAN 556 - 562
EXISTING PROPOSED
GROUND GRADE
805 - -- - - -- 805
800 - -- -- 800
DATUM 2 +00 *-- STATIONING
;'. GRANULAR BACKFILL
SEE NOTE 9
QANTARY SEWER PLAN AND PROFILE 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 HI EXCAVATIONS EXCEEDING TWENTY E IN DEPTH
ENGINEER.
REQUIRE THE DESIGN OF A
TRENCH ADDITION,
SAFETY SYSTEM BY A REGISTERED PROFESSIONAL
3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS
WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED.
4 WALLS. STRUCTURES
HE FLOWELINESS MANHOLES. INLETS) ALL BE FLOW CH
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
AGC�TDESSRTHAN REQUIRED BY THE AGENCY WILL NOT BE ACCEPTED. ETHESCONTRACTORAT
SHALL PROVIDE FOR PERIODIC AS -BUILT CHECKS ON THE SEWER DURING CONSTRUCTION TO
ASSURE THAT DESIGN GRADE IS BEING MAINTAINED.
7 CONTRACTOR Si,WL WRAI, ,LXATXW & 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. ALLLLP PAVED AREAS, DE CURBS. REQUIRED SIDEWALKS.
FIVE (5) FEET OF
10.EASEMENTS ARE SHOWN FOR REFERENCE ONLY AND DO NOT NECESSARILY 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.
UTLITY PLAN LEGEND
PROPOSED CMTFMTION
SANITARY SEWER
SANITARY CLEANOUT c0
SANITARY LATERAL L
SANITARY LINE –' -8 S
SANITARY STRUCTURE NUMBER 501
SANITARY CASTING ELEVATION
EASEMENT LINE
SANITARY SEWER EASEMENT
SANITARY SEWER, DRAINAGE
& UTILITY EASEMENT
PROFILE 556 - 562
HOR. SCALE- V - 50'
VER. SCALE- 19 - 5'
S.SE.
U.E.
SANITARY MANHOLE
N. —s "s --
'HOLEY MOLEY'
DON'T SEA.
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 VITRIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
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C504
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07-16 -01
Project Number
960324 -20600