HomeMy WebLinkAboutC 502 Sanitary Sewer Plan and ProfilePLAN 574 - 579
SCALE, V - 50'
SAWARY SEWER PLAN AND PWLE 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 & 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 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.
PROFILE 574 - 579
HOR. SCALE- 1• -Go"
VER. SCALE, 1' - a'
UTLITY PLAN LEGEND
PIi0P08ED C0116TRUCTION
SANITARY SEWER
SANITARY CLEANOUT
Co
SANITARY LATERAL
SANRY MANHOLE
SANITARY LINE
a "S 8" s
SANITARY STRUCTURE NUMBER
79___2
501
SANITARY CASTING ELEVATION
TC 715.50
EASEMENT LINE
—
SANITARY SEWER EASEMENT
S.S.E.
SANITARY SEWER, DRAINAGE
S.S,D.IR U.E.
do UTILITY EASEMENT
PROFLE LEGEND
DON'T 'HOLEY AIOLEY
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
EXISTING
GROUND PROPOSED
GRADE
805 ..... ...............................
_. ............... .. . ................. 805
800 .... .........................
. . .... - -- - - -- - -- - - ._._..
DATUM
2 +00 4-- STATIONING
C
GRANULAR BACKFILL
°�°
SEE NOTE 9
DON'T 'HOLEY AIOLEY
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