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Home My WebLink About036-01 C-500 Sanitary Sewer Plan & ProfileUTILITY PLAN NOTES 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 3' X 3' 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 ERGROUND RUN UNDI 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. SEWER PIPE 1.) ALL S PIPE SHALL BE PVC PIPE MIN. SDR 35. 2.) FOR f 15-INCHES DIAMETER AND SMALLER: PIPE, FITTINGS, AND JOINTING SYSTEMS SHALL CONFORM TO ASTM 0-3034 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 D-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. TYPE 1 CLEANOUT WI- EL-8125_ 1 00+00 101+00 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 SPECIFICATIONS. EQU 2.) THE CONTRACTOR SHALL FURNISH ALL IPMENT, MATERIALS, LABOR, AND CONDUCT TI TEST UNDER OBSERVATION OF CITY PER METH 3.) TEST OD: A. LOW AIR TEST METHOD SHALL BE THE TIME US PRE DROP METHOD. THE PRESSURE ED IN THE TES SHALL BE THE STATED PRESSURE GREATER THAN THE AVERAGE BACK PRE OF ANY GROUND WATER ABOVE THE PIPE B.) THE TIME REQUIRED FOR THE PRESSURE IN THE TEST SEC 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. FOR 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. 154 L.F. of 6" LATERAL 1,0Z: (MIN.) 102+00 103+00 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 104+00 105+00 RETENTION POND 1 DETENTION POND 2 106+00 mulEMor1=1 5119r$K1 LWafficimcpeolgo; 107+00 -w- S S- X TYPE 2 aEANOUT IAIV. EL. 819.8 I I 014/444" iffitv Eno -it CONCRETE SADDLE REVD, 0 CROSSING TYPE 2 CLEANOUT Mil 4. eq. Hi I I ,,1! -FtROP.1 siA *H. 11111 iTa ELI 8'240 1,1 V, 812.08 20' SANITARY SEWER EASEME:NT 11111111111i LEGEND Water Line Prop, Sanitary Sewer Line Prop. Sanitary Sewer Manhole Fire Hydrant Curb Box Valve D3 cx 108+00 109+00 0 El Z 0 El El El E1 Z c o c e NOTE: FOR MORE DETAILED INFORMATION ABOUT WATER LINE SEE SHEET C-202 110+00 1 2 CLEANOUT INV. EL. 820.5 1 11+00 LOV STORE 13 SO. FT. (F.F, EL, 824.5) LIMITS OF SITE CONTRACT INV, EL. 820.5 70 L.F. 6" LA7ERAL #6-PROP. SAN. IVA. T C. EL. 824.05 INV, EL, 819.1 (EAST) INV. EL. 819.2 (SOUTH) BELJEIMI [7 #5-PR6P, SAN, MA 7: C. EL. 822,50 Il 1 I Inv. EL. 813 (W. 112+00 113+00 CS) Scale: 1"= 50' (Horz.) 5 ICJ Scale: 1"= (Vert.) DESCRIPTION REVISIONS PRE-BID SET ISSUE DATE A POST Bi 0 SET ISSUE DATE SHEET 1- z (r) Cf) Z' w 0 y 0 Z C-500 cs_r p Ill 111 =II illal MIMI MIMI MIll MIIIII■ 1111111a111111111111111111111 1=1 IMPIIIIMNG004111111 111111111111111111 117 MN MM MOM IIIUIMMN NM 111 MIMI SU las NM NIP WAII IMP STEIMII 11111111 NI11 =111 MI Mal U NE! MO OM MIMI MO MI= MIMI i .11 MI MI 1111111111111 4; i 0 800 8 5 805 11 111 11 11111EMI illi1Mitm WIIIIIIMIIIIIMIII 1 f.` 11 1/1111 11 II i i C n INN ITIB 1111100E1111101101111111 MOMMIlillummin =iimm =I =I M11111 NM Mill Mall= maw ff IMMO_ i musimium .11111 al. MI all ME MI Mill ME 1 XISTING G DE fm,, I 111 l wili 11 sin •Nroll INE111. mu l 1111111111111111111111111111111111111110 11 10011WIIINIffill 11111111111111111111011111 M INIIIMIIIIIIIIIIMIIIIII 1111 MN NE I= EN 11111111 momilmo NEM MIME amo ME MIME 111MM liMrI m 211111111 alli NM ME •s) MI EN 1111 NMI 1 r mein Mg moo MI r ME .1111 1 ----7--------- 7 1 ANIFIMMOIN INV. 1 WM k\--- liffilimmill 1 I I 1 MilailliMINI I pm K, <7_ L R BACFILL Mc IIIIIII: NM ke, 1 0 L. 809 1 1 mweitarsimi MN AMISMI I --1 r MI 7 al .6 ll 111111111111111 BOO 11 Emr. =I 11■ 11 maga i iii EL 8, NS/DE DROP 111 r iii .2. 1111 I miimimmi REM Milminfrai al mom ME 0.1.111111 MIMI P 0.1 I0 .1 NM MIIIIMitdlfifaFillIll MN 111111•111111111111 ammerims SAN.1.1.10.14: 0 O. ill W am•IIMII 0 N SAN. I I SEW .1 SA SA SEWER 'i) 0.44X R 1,0Z R 0 0, ---0). III 111111 NM Qs MN 111111l e■ g'.. a L°. 10 •11111111111111111111111111111611111 EN 07, UTILITY PLAN NOTES 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 3' X 3' 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 ERGROUND RUN UNDI 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. SEWER PIPE 1.) ALL S PIPE SHALL BE PVC PIPE MIN. SDR 35. 2.) FOR f 15-INCHES DIAMETER AND SMALLER: PIPE, FITTINGS, AND JOINTING SYSTEMS SHALL CONFORM TO ASTM 0-3034 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 D-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. TYPE 1 CLEANOUT WI- EL-8125_ 1 00+00 101+00 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 SPECIFICATIONS. EQU 2.) THE CONTRACTOR SHALL FURNISH ALL IPMENT, MATERIALS, LABOR, AND CONDUCT TI TEST UNDER OBSERVATION OF CITY PER METH 3.) TEST OD: A. LOW AIR TEST METHOD SHALL BE THE TIME US PRE DROP METHOD. THE PRESSURE ED IN THE TES SHALL BE THE STATED PRESSURE GREATER THAN THE AVERAGE BACK PRE OF ANY GROUND WATER ABOVE THE PIPE B.) THE TIME REQUIRED FOR THE PRESSURE IN THE TEST SEC 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. FOR 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. 154 L.F. of 6" LATERAL 1,0Z: (MIN.) 102+00 103+00 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 104+00 105+00 RETENTION POND 1 DETENTION POND 2 106+00 mulEMor1=1 5119r$K1 LWafficimcpeolgo; 107+00 -w- S S- X TYPE 2 aEANOUT IAIV. EL. 819.8 I I 014/444" iffitv Eno -it CONCRETE SADDLE REVD, 0 CROSSING TYPE 2 CLEANOUT Mil 4. eq. Hi I I ,,1! -FtROP.1 siA *H. 11111 iTa ELI 8'240 1,1 V, 812.08 20' SANITARY SEWER EASEME:NT 11111111111i LEGEND Water Line Prop, Sanitary Sewer Line Prop. Sanitary Sewer Manhole Fire Hydrant Curb Box Valve D3 cx 108+00 109+00 0 El Z 0 El El El E1 Z c o c e NOTE: FOR MORE DETAILED INFORMATION ABOUT WATER LINE SEE SHEET C-202 110+00 1 2 CLEANOUT INV. EL. 820.5 1 11+00 LOV STORE 13 SO. FT. (F.F, EL, 824.5) LIMITS OF SITE CONTRACT INV, EL. 820.5 70 L.F. 6" LA7ERAL #6-PROP. SAN. IVA. T C. EL. 824.05 INV, EL, 819.1 (EAST) INV. EL. 819.2 (SOUTH) BELJEIMI [7 #5-PR6P, SAN, MA 7: C. EL. 822,50 Il 1 I Inv. EL. 813 (W. 112+00 113+00 CS) Scale: 1"= 50' (Horz.) 5 ICJ Scale: 1"= (Vert.) DESCRIPTION REVISIONS PRE-BID SET ISSUE DATE A POST Bi 0 SET ISSUE DATE SHEET 1- z (r) Cf) Z' w 0 y 0 Z C-500 cs_r p