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0:\1998\980528\20100\CAD\SURVEY\ASBUILTS\SANl\C501.DwG
SAWARY 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 LXCEEDING FIVE
(5) FEET IN DEPTH.
2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFELY 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. 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 SHOWN FOR REFERENCE ONLY AND DO NOT NECESSARILY DEPICT ACTUAL
RECORDED INFORMATION. SEE RECORDED PLAT FOR EXACT INFORMATION.
11.SEE SHEET C505 FOR SANITARY SEWERAGE SPECIFICATIONS.
12.PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
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SECTION TWO
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HORIZONTAL SCALE. V-50'
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SECTION TWO
PROFILE THREE.
HORIZONTAL SCALE. V-50'
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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.
PROFILE LEGEND
EXISTING PROPOSED
GROUND GRADE
805--- ---- 805
Ln
7
EXISTING 6 n PROPOSED
GROUND - n ~GRADE
800 800
DATUM 2+00 f --STATIONING
nGRANULAR BACKFILL
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C502
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09-50-99
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