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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. A F­1 V) Z� Z w �w J w z O w 2 N U �UV � JZO w w Q z> F �w z� w z� �zwz DZ0 wwUd 000.. N U 5 z z z 5 a N a v J J_j w co r\ O � I N E �(0 00 U OQr �a CC Z •- '� D QZxC�J x -a Q L,., a w J�.V O r °- N I�Q� p t�ZN� Q I p0ow Z r\ 0 Z Q � T T W co a J � O W C' cc V c�J :2Z os, cf) 2:_ to O O Q L LEI J CL n CC ZLU LU C co U � W O a CERTIFIED BY: 0 E V w Z SK ' N R�0 60900358 _ STATE OF i 3O IDrawn By, KMK I Checked By AS I Dimity Awsonce Sc*: Shot C504 we 07-16 -01 Project Number 960324 -20600