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Home My WebLink About036-01 C-202 Phase I - Site Utilitiesi N 0 0 0 0 LANDSC Str. 6 Str. #15 UC Roof Drains typ. GAS METER ON OUTS/DE OF BUILDING W/BOLLARDS CUSTONFR 1OAwINA CANOPY 10 "0 for Downspouts STARIN*. AREA ELECTRIC TRANSFORMER PAD GENERATOR 90 15 "0 P. V.C. for Downspouts FIRE MAIN TO BE STUBBED ONE FOOT ABOVE FINISHED FLOOR OF SPRINKLER ROOM E./ ZONE S 112 114 BACKFLOW PREVENTION DEI4CE TO BE LOCATED IN SPRINKLER ROOM FIRE DEPT. CONNECTION KNOCK BOX METER FOR 2" DOMESTICRFCFMN.. AR IN BREAK ROOM APPWNCE ELECTRONI 116 Cleanout $FAS nNA1 CPI AY AREA Cleanout OPFN AREA 1 Str. #33\ Str. #31 RE TEN TI ON POND 1 Str. #34 Str. #35 6" PVC Conduit Str. #29 s"SS Str. #28 Cleanout EDGE OF CANO Str. #10 Str.#18 Str. ;2 Str. #36 Str. #37 DE TEN TI ON POND 2 Str. #21 2U'0TILI TY 1�. LIMITS OF SITE CONTRACT ROADWAY BY OTHERS Str. #39 "Holey Mole) says "DON'T DIG BLIND" i emewomo 1 Call Monday through Friday -7 AM to 6 PM 1 -800- 382 -5544 1-800- 428 -5200 Within Indiana Outside Indiana PER INDIANA STATE LAW IS -89 -1991, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1 PHASE 1 i Str. #13 tr #14 1 1 I cs) SADDLE TAP REQUIRED =,Str. #17 .02 146th STREET DRY TAP REQUIRED 2" DOMESTIC WA SADDLE TAP REQUIRED 2 x 190 Ift, 30"0 RCP FUTURE RETAIL NOTES: FOR MORE DETAILED INFORMATION ON PLAN, PROFILE INVERTS SEE SHEET FOR MORE DETAILED INFORMATION ON PLAN, PROFILE INVERTS SEE SHEET DLUGE SANITARY NO. C -500 STORM SEWER NO. C -400 TO C-402 111 PHASE 1 PHASE 2 Str. #38 STUB AT RIGHT- OF-WAY LINE UTILITY PLAN NOTES UTILITY DESIGN BASED ON INFORMATION SUPPLIED FROM SCHIEMER ENGINEERING CORPORATION'S "LOCATION ANALYSIS REPORT DATED JUNE 13, 2000. UTILITIES WILL BE CONSTRUCTED FOR BOTH PHASES DURING THIS CONSTRUCTION "Ir ALL STORM DRAINAGE UTILITIES SHALL BE EXTENDED TO WITHIN 5' OF BUILDING PAD. 1.) SEE ARCHITECTURAL PLUMBING PLANS FOR PLUMBING DETAILS TO AREAS FIVE (5) FEET OUTSIDE AND INSIDE OF THE PROPOSED STRUCTURE 2.) LOCATION OF SITE UTILITIES SHALL BE VERIFIED WITH PROPER UTILITY COMPANY PROVIDING SERVICE. 3.) UTILITY CONTRACTOR SHALL PROVIDE 2' X 2' X 8" THICK CONCRETE APRON AT ALL CLEANOUTS OUTSIDE OF BUILDING. 4.) UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE ON FEES REQUIRED, AS WELL AS COST OF UNDERGROUND SERVICE CONNECTIONS TO THE BUILDING. 5.) ELECTRICAL SERVICE TO PAD MOUNTED TRANSFORMER SHALL BE RUN UNDERGROUND, FROM ROAD RIGHT -OF -WAY TO TRANSFORMER LOCATION. ASSOCIATED COST BY UTILITY CONTRACTOR. 6.) UTILITY CONTRACTOR SHALL FURNISH (2) 4" TELEPHONE CONDUIT(S) AS SHOWN ON PLAN VERIFY LOCATION OF TIE IN AT TELEPHONE COMPANIES SERVICE LINE. PROVIDE NYLON PULL CORD INSIDE CONDUIT. WATER MAINS 1.) ALL WATER MAINS SHALL BE DUCTILE UCTILE CAST IRON PRESSURE PIPE WITH MEGA LUGS ON ALL MECHANICAL JOINTS. 2. PIPE SHALL CONFORM TO ANSI A -21.51 OR AWWA C -151 AND AT A MINIMUM SHALL BE PRESSURE CLASS 350. 3.) FITTINGS FOR DUCTILE CAT IRON PRESSURE PIPE SHALL BE DUCTILE CAST IRON AND CONFORM TO ANSI A -21.10 OR AWWA C -110 AND SHALL HAVE A THICKNESS CLASS OF 53. 4.) FITTINGS FOR 4 -INCH TO 12 -INCH SHALL BE CAST IRON (PUSH -ON TYPE OR MECHANICAL JOINT) AND CONFORM TO ANSI OR AWWA. 5.) PIPE AND FITTINGS 3" AND SMALLER TO BE EITHER P.V.C. SCHE. 40 W /SOLVENT WELD JOINTS OR SOFT K- COPPER. 6.) ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 48" ABOVE TOP OF PIPE. 7.) THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND SEWER LINE IS TEN FEET (10 THE MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO P. NTS IF T W R kD S R NE I EIG EE NCH S (1:" 8.) THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS, TEES, AND FIRE HYD NTS (DRY BLO KS ON! Y, 0 PO RED ONC'ETE) 9.) DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. 10.) ALL SPRINKLERS, DOMESTIC AND SANITARY LEADS TO BUILDING SHALL END AS SHOWN ON PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END (FOR OTHERS TO REMOVE AND EXTEND AS N CESS•RY 11.) ALL FIRE HYDRANTS SHALL BE PROVIDED WITH AN APPROVED GAT VALV A M XIM OF 5' -0" ROM HYD NT 'ND B NDE To TO E. 12.) ALL WATER MAINS SHALL BE HYDROSTATICALLY TESTED AND DISINFECTED BEFORE ACCEPTANCE. SEE SITE WORK SPECIFICATIONS. 13.) ALL GATE VALVES SHALL BE PROVIDED WITH A ROADWAY SCREW TYPE CAST IRON VALVE BOX. BOXES FOR VALVES 3" AND SMALLER SHALL HAVE ARCH BASE. 14.) VALVES 3/4" THROUGH 3" SHALL BE BRONZE WEDGE TYPE GATE VALVE. VALVES SHALL HAVE NON- RISING STEM WITH SOLID TEE HEAD OPERATING NUT. 15.) VALVES 4" AND LARGER SHALL BE CAST IRON WITH PARALLEL DOUBLE DISC GATE VALVE. VALVES SHALL HAVE MECHANICAL JOINT ENDS AND NON- RISING STEM WITH SQUARE OPERATING NUT. 16.) ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WIT FEDERAL OSHA REGULATIONS. 17.) SEE SITE SPECIFICATIONS SITE UTILITIES" FOR BACKFILLING AND COMPACTION REQUIREMENTS. 18.) UTILITY CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THIS SYSTEM PRIOR TO INSTALLATION. 19.) ALL WORK OF THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH SITE WORK SPECIFICATIONS. 20.) REFER TO SHEETS FP -1 FP -2 FOR LOCATION AND DETAIL OF FIRE LINE LEAD IN. 21.) WATER AND SEWER LINE AS- GUILTS SHALL BE SUBMITTED TO CARMEL UTILITIES PRIOR TO TURNING WATER LINES ON. LEGEND -EX W- Exist, Water Line EX_G Exist. Gas Line EX_UGT- Exist. Underground Telephone Line EX_UGE- Exist. Underground Electric Line -w� Prop. Water Line -G- Prop. Gas Line UGT- Prop. Underground Telephone Line UGE- Prop. Underground Electric Line -ss- Prop. Sanitary Sewer Line Sanitary Sewer Manhole Fire Hydrant r T Prop. Hydrant Prop. 90 Elbow �4 e Prop. 45 Elbow Prop. Valve 0 23 SEWER PIPE NORTH 1.) ALL SEWER PIPE SHALL BE PVC PIPE MIN. SDR 35. 2.) FOR PIPE 15- INCHES DIAMETER AND SMALLER: PIPE, FITTINGS, AND JOINTING SYSTEMS SHALL CONFORM TO ASTM D-3034 EXCEPT THAT THE STANDARD DIMENSION RATIO OF THE OUTSIDE DIAMETER OF THE PIPE TO WALL THICKNESS SHALL NOT EXCEED 35. 3.) FOR PIPE 18- INCHES DIAMETER AND LARGER: PIPE, FITTINGS, AND JOINTING SYSTEMS SHALL CONFORM TO ASTM F -679 WITH A T -1 WALL THICKNESS. 4.) JOINT SYSTEMS SHALL BE ELASTOMERIC SEAL (GASKET) TYPE. SEALS SHALL CONFORM TO ASTM F -477 REQUIREMENTS. JOINT MATERIALS AND TESTING SHALL CONFORM TO ASTM 0 -3212 REQUIREMENTS. 5.) ALL SERVICE CONNECTIONS SHALL BE MADE USING A WYE AND BEND. TEES SHALL BE USED ONLY AS DIRECTED BY THE CITY. TEES AND WYES SHALL BE DIE CAST OR FACTORY FABRICATED. ALL SERVICE PIPE SHALL BE SDR 35. 6.) CONNECTIONS TO EXISTING PIPING SHALL BE MADE USING FLEXIBLE REPAIR COUPLINGS BY FERNCO OR EQUIVALENT. ALL WATER MAIN AND SEWER PIPING SHALL BE TESTED IN ACCORDANCE WITH INDIANA CODE AND IDEM REGULATIONS. AIR PRESSURE ACEPTANCE TEST 1.) CONTRACTOR SHALL PERFORM AN AIR PRESSURE TEST ON ALL GRAVITY SEWER PIPE IN ACCORDANCE WITH ASTM F -1417 SPECIFI CATIONS. 2.) THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS, LABOR, AND CONDUCT THE TEST UNDER OBSERVATION OF CITY PERSONNEL. 3.) TEST METHOD: A.) LOW PRESSURE AIR TEST METHOD SHALL BE THE TIME PRESSURE DROP METHOD. THE PRESSURE USED IN THE TEST SHALL BE THE STATED PRESSURE GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUND WATER ABOVE THE PIPE B.) THE TIME REQUIRED FOR THE PRESSURE IN THE TEST SECTION TO DROP 1.0 PSIG SHALL BE MEASURED USING A STOPWATCH. IF THE TIME EXCEEDS THE TIME DETERMINED FROM ASTM F -1417 THE SECTION FAILS. FORCE MAIN AND WATER MAIN PRESSURE AND LEAKAGE TESTS 1.) CONTRACTOR SHALL FURNISH ALL EQUIPMENT, LABOR, AND MATERIALS NECESSARY FOR THE HYDROSTATIC PRESSURE AND LEAKAGE TEST ON ALL MAINS UNDER THE SUPERVISION OF THE CITY PERSONNEL. 2.) TESTS PRESSURE SHALL BE 100 PSI OR 150% OF NORMAL PIPE OPERATING PRESSURE, WHICH EVER IS GREATER. 3.) LEAKAGE TEST PRESSURE SHALL NOT BE LESS THAN THE MAXIMUM OPERATING PRESSURE OF THE PIPE. THE DURATION OF THE LEAKAGE TEST SHALL NOT BE LESS THAN TWO HOURS. ALLOWABLE LEAKAGE SHALL NOT EXCEED 9 GAL /IN OF PIPE DIAMETER PER MILE OF PIPE IN 24HR. DEFLECTION TEST OF PVC SEWER PIPE 1.) VERTICAL RING DEFLECTION BEFORE FINAL ACCEPTANCE OF SEWER LINES, ALL SECTIONS OF SEWER PIPE 8- INCHES AND LARGER SPECIFIED DIAMETER SHALL BE MEASURED FOR VERTICAL RING DEFLECTION BY THE CONTRACTOR AND WITNESSED BY THE CITY. MAXIMUM DEFLECTION UNDER FULL LOAD SHALL NOT EXCEED 5% OF THE ASTM DESIGNATED AVERAGE INSIDE DIAMETER AS DETERMINED BY THE LABORATORY FOR THE SPECIFIED PIPING. 2.) FAILURES SHOULD A PIPE EXCEED THE ALLOWABLE DEFLECTION, THE CONTRACTOR SHALL REPLACE THOSE PIPES AND RETEST THE SECTION. 3.) EQUIPMENT TESTING SHALL BE GO -NO -GO PULL THROUGH GAUGES OF A TYPE APPROVED BY THE CITY. A METAL OR PLASTIC GAUGING RING OF DIAMETER EQUAL TO 95% OF THE SPECIFIED AVERAGE INSIDE PIPE DIAMETER SHALL BE WITH EACH GAUGE. 4.) THE CONTRACTOR SHALL FURNISH TESTING EQUIPMENT AND PERSONNEL AND PERFORM THE REQUIRED TESTS. TESTS MUST BE WITNESSED BY CITY PERSONNEL. 5.) USE OF MECHANICAL PULLING DEVICES IS NOT PERMITTED. 6.) DEFLECTION TESTING SHALL NOT BE PERFORMED UNTIL THE COMPLETED AND ACCEPTED TRENCH BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS 1.) CONCTRACTOR TO VERIFY PROPOSED GAS PIPING IS SIZED TO MEET 2 PSIG INTIAL PRESSURE WITH LESS THAN 10% PRESSURE DROP PRIOR TO INSTALLATION. COORDINATE METER PRESSURE REQUIREMENTS WITH LOCAL SERVING UTILITY. GA GRAPHIC SCALE 50 180 200 DATE 12/12 No i gat, 8206 s �4 6 s i s i .mss 7!".1t14 wa4 7 rt ak. eel SHEET REVISIONS o PRE -BID SET ISSUE DATE POST BID SET ISSUE DATE z J wo y U Z DESCRIPTION ADD GNRL. NOTES /VALVES 0 O 0 O CO co ti CO 4 3. I LL Q r e W 0 �ot W r bb vas hS c Eco 0 O N co co Q) •'ra1ro CJ 0 c._ 1 Lt) O LO N N N Iii ui v O O N.�iN h c x o o c o I F- W I w CO c V)< Z Y I^- W W CY U p (t) C -202 0 IN FEET) 1 inch 50 ft. CSI PROJ. #00 -113