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HomeMy WebLinkAbout0825.96.3W =S C E SS / / / e WOODED AREA TO REMAIN 1 PROP. ENV. OVERFLOW STRUCTURE RIM = 889.70 INV. 3" NW = 887.65 INV. 12" SE = 887.65 80T. = 885.65 -, 4IN1 I + 12" P. t 0 WOODED AREA TO EE REMOVED--//.'e EMOVED I / II4V I` J88.30 Jr� 8" PVC @ .20% ( 120'± ) / UG T UG T UG T UG T UG T - i, / � INV. = 888.35 11 1v C.O. STM STM STM INV. _ �888,20 / U E TRANS INV. = 888.41 S1v C-D PAD ti \ / FI V.888.31 O. INV. = 888.3 ,-.- - - VENT RISERS y C.O. 8" PVC S ��s ��� / I INV. = 888.30 \ / - - - - -- I - - - - -- CONNECT LATERALLY I TO SAN. SEWER 'BLDG. x95 -45-RL i k- INV. IW 888.37 PROPOSEG.B. RIM ELEV. = 890.70 /88.30 INV. 8" E. = 888.53 I 8" W. = 888.53 / a BOTTDIJ, E rV. = 887.53 h INV. 888.50 I c l I 3 888.45 / I 8" PVC @ . (') _ - - 08 [NV.;= 888.58 % S; PVC @ .2% 30% 36' + ! _ - I C.O. STY r STY 1 -� M 12M GAL. E" / /y ® o �p - U6•,E--------- - - - -�/ I F. I I F. I I - - -F. 'A' - _ REG. UNLEADED _ j / i -- - i i i I I I - 12M GAL. "D" O/_ _ REG. OUNLEADED h 12M GAL, „�,- - INV. = 888.55 / °/ tNV. = 888.52 ' i , - - - _PREMIUM- - - _ I I I_ I I I INV. - 888.65 / 0 4M GAL. r© I I C 0 STM f- STM �---�- Y 0 / 3 DIESEL �( - - - - -- - -- C.O. ti 4M GAL. A i F. F. A F. INV. = 888.75 / KEROSE /- -- /------- ---- - - - - -- I 1 I I I I -- C o sty, \ , / sry / L - - - - - PR P C. B. / 3 RIM ELEV. = 891.40 INV. 8" N. = 889.55 / / BOTTOM ELEV. = 888.55 IZ -/ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ i- _ _ _ 3 _ _ _ _ _ _ - WATER METER / ­\\ WATER METER - - -- - / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - :. - -- � 3 � � 3 v / �G o / / o " �q f ti STANDARD CONSTRUCTION NOTES FOR PIPING CONSTRUCTION NOTES (: � A. TANKS AND PRODUCT PIPING: 1. INSTALL PUMPS AND RELATED EQUIPMENT. INSTALL (1) -3 /q' CONDUIT PER PUMP TO EXISTING DISPENSER ELECTRICAL EQUIPMENT INSIDE BUILDING PER DIRECTION OF OWNER'S REPRESENTATIVE. INSTALL 412 GROUND CONDUCTOR FROM EACH PUMP TO THE DISTRIBUTION PANEL; INSTALL GROUND BAR KIT IF NOT EXISTENT. 2. INSTALL NEW 2" SINGLEWALL FIBERGLASS PRODUCT PIPING PER PIPING. (HARD PIPE TO DISPENSER WITHOUT FLEX CONNECTOR.) 3. BID AS ALTERNATE A: THE PRODUCT DISPENSING PIPE SHALL BE 1 -112" [GEOFLEX, ENVIROFLEX] PIPE. THE PIPE, APPURTENANCES (INCLUDING BULKHEAD ENTRY FITTINGS), AND MISCELLANEOUS MATERIALS NECESSARY TO ASSEMBLE SYSTEM SHALL BE CONTRACTOR SUPPLIED. NECESSARY RELATED ITEMS (INCLUDING TANK & DISPENSER SUMPS) AS LISTED ON DRAWING SERIES #[S15, D151 WILL BE OWNER SUPPLIED UNLESS SPECIFIED OTHERWISE. PRODUCT DISPENSING PIPING INFORMATION INCLUDED ON THE STANDARD DRAWINGS AND IN THE CONSTRUCTION NOTES ARE FOR GENERAL REFERENCE ONLY AND ARE NOT SPECIFIC TO THE [GEOFLEX, ENVIROFLEX] FLEXIBLE DOUBLEWALL PIPING. 4. INSTALL NEW 2" SINGLEWALL FIBERGLASS KEROSENE SUCTION PRODUCT PIPING. BID AS ALTERNATE SUBMIT A PRICE TO ANCHOR TANKS PFR DRAWING #4547. 6. PRIME AND PAINT FILL, V /R, STAGE II V.R. AND OBSERVATION NELL M.H. COVER PER COLOR CODE IN SPECIFICATIONS. ALL VENT STACKS AND ANY MANHOLES OR STREET BOXES NOT COLOR SPEC[FiED SHALL BE PRIMED AND PAINTED, EMRO DARK GREY #430C PER SPECIF[CATIONS. T. INSTALL 2" FIBERGLASS VENT LINES AND RELATED EQUIPMENT. E. INSTALL [FUTURE] SIPHON LINES PER DETAILS ON STANDARD DRAWING SERIES 1#S15, 11D151. 9. INSTALL LEAK DETECTION SYSTEM PER STANDARD DRAWING SERIES #S15, AND MANUFACTURER'S INSTRUCTIONS. 10. INSTALL (1) 12" TANK PIT OBSERVATION WELL AND (1) 4" TANK PIT OBSERVATION WELL. 11. BALLAST NEW TANKS WITH CLEAN WATER. AFTER THE TANKS HAVE BEEN PROPERLY COVERED BY OVEHbORDEV AND 3bU'IE PRODUCT IS DELIVERED, THE CONTRACTOR SHALL REMOVE ALL WATER. COO IDINATE WITH FIELD REPRESENTATIVE FOR DELIVERY OF PRODUCT. ANY WATER REMAINING IN TANK AFTER PRODUCT DELIVERY SHALL BE REMOVED AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE. 11. BID AS ALTERNATE A: USE OF LIMESTONE FOR STABALIZAT[ON of SUBGRADE. 12. PRODUCT PIPING LINE -UP AND FRONT SIDE "A" (F.S. "A ") OF DISPENSERS SHALL BE AS SHOWN. PIPING AND CONDUIT LCCATION AND SPACING UNDER DISPENSERS SHALL BE PER DRAWING #5050 -3A, 3B, 3C. 13. UNDERCUT ABANDONED SEPTIC FIELD BY 3' TO REMOVE ANY ANTICIPATED SOFT OR WET SOILS ASSOCIATED WITH THE FIELD. BACKFILL WITH ON SITE SOILS. B. OTHER PIPING: 1. CONNECT BUILDING DOWNSPOUTS TO STORM DRAINAGE SYSTEM AS INDICATED. 2. CONSTRUCT (QTY) STANDARD CATCH BASIN(S), INCLUDING CONCRETE COLLAR IF IN ASPHALT PAVEMENT. 3. INSTALL UNDERDRAIN PIPING PER PIPING PLAN AND DETAIL ON DRAWING #5278 -B. 4. INSTALL SPIDER DRAINS AT CATCH BASINS. 5. CONSTRUCT ENVIROMENTAL OVERFLOW CONTROL STRUCTURE IN POND PER DETAIL ON DRAWING #5278 -A. 6. "INSTALL RIP -RAP PER PIPING PLAN AND SPECIFICATIONS ON DRAWING #5278 -B. 7. INSTALL CLEAN -OUT IN LOCATIONS SHOWN PER PIPING PLAN AND DETAIL ON DRAWING #5278 -B. 8. CONSTRUCT A 4' -0" X 4' -0" EROSION CONTROL BOX IN POND PER PIPING PLAN AND DETAIL ON DRAWING #5278 -A. 9. ALL WORK WITHIN RIGHT -OF -WAY SHALL CONFORM TO GOVERNING STATE AND/OR LOCAL SPECIFICATIONS. 10. CONSTRUCT A OVERFLOW CONTROL STRUCTURE IN POND WITH A 3" INLET PIPE, AND A 12" OULET PIPE. SEE DRAWING #5278 -A. ^' F - -- UG T - W W W W W W W W I U.G. PIPING LEGEND INEW PRODUCT PIPING NEW VENT & STAGE II PIPING - - - - - EXISTING PRODUCT PIPING (TO REMAIN) - ---- - - - - -- -- VORT MICHIGAN (U.S. H YA . #421 EXISTING PRODUCT PIPING (TO BE REMOVED) - - -- - - - - - - - - -- - -1- -- S20 °33115 "E 196.67' - -STM - - STORM SEWER - --SS - - - SANITARY SEWER - - - -G - - - GAS LINE - - - -W - - - WATER LINE - - - --T - - - - TELEPHONE LINE ---- -P - - - - POWER LINE - - - - -C - - -- CABLE LINE - -- ____ _ ,- _ ICCNTRAC R SHALL VERIFY AVERT ELEVATIONS AND OTHER CRITICAL DI'01SIONS _ Y DH E - ___ _ �H E _ -___ - ,, F OH E - oR E - -oR E -- _ -- OH - -- - CH E --- _--- ____ -- __ LISTED GN THESE DRAWINGS WHERE UTILITY TIE-11 , ARE TO BE MADE. VERIFICATION SHALL BE COMPLETED PRIOR TO INS7'+LLATiON OF NEW UTILITIES. ANY SIGNIFICANT DISCREPANCIES SHALL BE IMMEDIATELY �',ROUGHT TO THE ATTENTICN OF THE OWNER'S REPRESENTATIVE. C. UTILITIES: I. VERIFY ALL SERVICE UTILITY ROUTINGS WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 2. NEW UNDERGROUND 120/208V THREE PHASE ELECTRIC SERVICE SHALL BE INSTALLED PER BUILDING DRAWINGS. LOCAL POWER COMPANY SHALL INSTALL CONDUITS AND CONDUCTORS FROM [PAD MOUNTED, POLE MOUNTED] TRANSFORMER TO BUILDING. [CONTRACTOR, LOCAL POWER COMPANY] SHALL SUPPLY AND INSTALL CONDUITS FOR PRIMARY POWER AS SPECIFIED BY LOCAL POWER COMPANY FROM POWER POLE TO PAD MOUNTED TRANSFORMER. PRIMARY POWER CONDUCTORS SUPPLIED BY [LOCAL POWER COMPANY, CONTRACTOR]. 3. INSTALL G" P.V.C. SANITARY SEWER LINE FROM BUILDING TO APPROPRIATE SERVICE LATERAL PER FIELD CONDITIONS. MINIMUM SLOPE SHALL BE 1.0 %. INSTALL CLEAN -OUTS EVERY 100' ALONG SEWER LINE. 4. CONTRACTOR SHALL FURNISH AND INSTALL [1 "] WATER LINE FROM METER TO [EXISTING, NEW] TAP. CONTRACTOR SHALL INSTALL THE WATER LINE FROM THE METER TO THE BUILDING SERVICES PER THE BUILDING PLUMBING DRAWINGS. CONTRACTOR SHALL COORDINATE INSTALLATION WITH WATER COMPANY. 5. THE CONTRACTOR SHALL INSTALL THE GAS LINE FROM THE METER TO THE BUILDING SERVICES PER THE BUILDING PLUMBING DRAWINGS. CONTRACTOR TD COORDINATE INSTALLATION WITH GAS COMPANY. 6. CONTRACTOR SHALL FURNISH AND INSTALL (1 - 2" - PVC) CONDUIT WITH PULL STRING FROM TELEPHONE SERVICE CONNECTION TO BUILDING. CONTRACTOR SHALL SUPPLY AND INSTALL CONDUIT WITH PULL STRING TO PAY PHONES PER DETAILS ON DRAWING #12A. D. MISC. 1. 4'X4' EROSION CONTROL BOX PER. ORWG.# 5278 -A. PIPING & UNDERGROUND UTILITIES PLAN EQUIPMENT /MATERIAL LIST EQUIPMENT LIST =--\, ITEM s EQUIPMENT /MATERIAL DESCRIPTION C Tanks, (3) 12,000 Gallon Steel C1 Tanks, (2) 4,000 Galion Steel D Sumps, Tank 01 Pumps, Submersible 1 -112 H.P. D1.1 Pumps, Submersible3 /�H.P. D6.2 Leak Detection, Red Jacket PPM -4000 D8 Observation Well, 12" Complete w /Cap & Manhole D8.1 Observation Well, 4" Complete w /Cap & Manhole PREPARED FOR: Emro Marketing Company Springfield, OH 45501 A subsidiary of Marathon Oil Company PREPARED BY: Marathon Oil Company Marketing & Transportation Engineering Dept. Findlay, OH 45840 NOT REVISIONS DR; TR CF NO. FURN. INST. REQ'D, BY BY COMMENTS See 15 Series (3 ) 0 C dwgs. See 15 Series (2 ) 0 C dwgs. (3 ) 0 C See 15 Series dwg. (2 ) 0 C (1 ) 0 C (4 ) 0 C See 15 Series (1 ) C C Dwgs. See 15 Series (1 ) C C Dwgs. ­41STE,4 No. PE19300359 = ::0 Cc - STATE OF t4 A�LE �V © 1995 EMRO MARKETING COMPANY The Convenience Stores of Speedway )ATE PIPING AND UNDERGROUND UTILITIES PLAN 1996 PROPOSED REBUILD 10005 NORTH MICHIGAN (U.S. HWY. #421) HAMILTON C'UNFY CARMEL , I Ni 'ANA - 'SCALE _, = 20' -0„ DATA ----- ^- ___ - -- __. _ FILE 7329 DRFTR DAVID ZOLA 4,' '`�i N0._ - - -- CHKR CRAIG ZACHR ICH --BUD. 1996 -- DGNR YR. .9 3 3'_3 3 F 1 L MD C� c: \dgn\ site \ew \7329\96P.T 55'..33 Y / / / e WOODED AREA TO REMAIN 1 PROP. ENV. OVERFLOW STRUCTURE RIM = 889.70 INV. 3" NW = 887.65 INV. 12" SE = 887.65 80T. = 885.65 -, 4IN1 I + 12" P. t 0 WOODED AREA TO EE REMOVED--//.'e EMOVED I / II4V I` J88.30 Jr� 8" PVC @ .20% ( 120'± ) / UG T UG T UG T UG T UG T - i, / � INV. = 888.35 11 1v C.O. STM STM STM INV. _ �888,20 / U E TRANS INV. = 888.41 S1v C-D PAD ti \ / FI V.888.31 O. INV. = 888.3 ,-.- - - VENT RISERS y C.O. 8" PVC S ��s ��� / I INV. = 888.30 \ / - - - - -- I - - - - -- CONNECT LATERALLY I TO SAN. SEWER 'BLDG. x95 -45-RL i k- INV. IW 888.37 PROPOSEG.B. RIM ELEV. = 890.70 /88.30 INV. 8" E. = 888.53 I 8" W. = 888.53 / a BOTTDIJ, E rV. = 887.53 h INV. 888.50 I c l I 3 888.45 / I 8" PVC @ . (') _ - - 08 [NV.;= 888.58 % S; PVC @ .2% 30% 36' + ! _ - I C.O. STY r STY 1 -� M 12M GAL. E" / /y ® o �p - U6•,E--------- - - - -�/ I F. I I F. I I - - -F. 'A' - _ REG. UNLEADED _ j / i -- - i i i I I I - 12M GAL. "D" O/_ _ REG. OUNLEADED h 12M GAL, „�,- - INV. = 888.55 / °/ tNV. = 888.52 ' i , - - - _PREMIUM- - - _ I I I_ I I I INV. - 888.65 / 0 4M GAL. r© I I C 0 STM f- STM �---�- Y 0 / 3 DIESEL �( - - - - -- - -- C.O. ti 4M GAL. A i F. F. A F. INV. = 888.75 / KEROSE /- -- /------- ---- - - - - -- I 1 I I I I -- C o sty, \ , / sry / L - - - - - PR P C. B. / 3 RIM ELEV. = 891.40 INV. 8" N. = 889.55 / / BOTTOM ELEV. = 888.55 IZ -/ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ i- _ _ _ 3 _ _ _ _ _ _ - WATER METER / ­\\ WATER METER - - -- - / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - :. - -- � 3 � � 3 v / �G o / / o " �q f ti STANDARD CONSTRUCTION NOTES FOR PIPING CONSTRUCTION NOTES (: � A. TANKS AND PRODUCT PIPING: 1. INSTALL PUMPS AND RELATED EQUIPMENT. INSTALL (1) -3 /q' CONDUIT PER PUMP TO EXISTING DISPENSER ELECTRICAL EQUIPMENT INSIDE BUILDING PER DIRECTION OF OWNER'S REPRESENTATIVE. INSTALL 412 GROUND CONDUCTOR FROM EACH PUMP TO THE DISTRIBUTION PANEL; INSTALL GROUND BAR KIT IF NOT EXISTENT. 2. INSTALL NEW 2" SINGLEWALL FIBERGLASS PRODUCT PIPING PER PIPING. (HARD PIPE TO DISPENSER WITHOUT FLEX CONNECTOR.) 3. BID AS ALTERNATE A: THE PRODUCT DISPENSING PIPE SHALL BE 1 -112" [GEOFLEX, ENVIROFLEX] PIPE. THE PIPE, APPURTENANCES (INCLUDING BULKHEAD ENTRY FITTINGS), AND MISCELLANEOUS MATERIALS NECESSARY TO ASSEMBLE SYSTEM SHALL BE CONTRACTOR SUPPLIED. NECESSARY RELATED ITEMS (INCLUDING TANK & DISPENSER SUMPS) AS LISTED ON DRAWING SERIES #[S15, D151 WILL BE OWNER SUPPLIED UNLESS SPECIFIED OTHERWISE. PRODUCT DISPENSING PIPING INFORMATION INCLUDED ON THE STANDARD DRAWINGS AND IN THE CONSTRUCTION NOTES ARE FOR GENERAL REFERENCE ONLY AND ARE NOT SPECIFIC TO THE [GEOFLEX, ENVIROFLEX] FLEXIBLE DOUBLEWALL PIPING. 4. INSTALL NEW 2" SINGLEWALL FIBERGLASS KEROSENE SUCTION PRODUCT PIPING. BID AS ALTERNATE SUBMIT A PRICE TO ANCHOR TANKS PFR DRAWING #4547. 6. PRIME AND PAINT FILL, V /R, STAGE II V.R. AND OBSERVATION NELL M.H. COVER PER COLOR CODE IN SPECIFICATIONS. ALL VENT STACKS AND ANY MANHOLES OR STREET BOXES NOT COLOR SPEC[FiED SHALL BE PRIMED AND PAINTED, EMRO DARK GREY #430C PER SPECIF[CATIONS. T. INSTALL 2" FIBERGLASS VENT LINES AND RELATED EQUIPMENT. E. INSTALL [FUTURE] SIPHON LINES PER DETAILS ON STANDARD DRAWING SERIES 1#S15, 11D151. 9. INSTALL LEAK DETECTION SYSTEM PER STANDARD DRAWING SERIES #S15, AND MANUFACTURER'S INSTRUCTIONS. 10. INSTALL (1) 12" TANK PIT OBSERVATION WELL AND (1) 4" TANK PIT OBSERVATION WELL. 11. BALLAST NEW TANKS WITH CLEAN WATER. AFTER THE TANKS HAVE BEEN PROPERLY COVERED BY OVEHbORDEV AND 3bU'IE PRODUCT IS DELIVERED, THE CONTRACTOR SHALL REMOVE ALL WATER. COO IDINATE WITH FIELD REPRESENTATIVE FOR DELIVERY OF PRODUCT. ANY WATER REMAINING IN TANK AFTER PRODUCT DELIVERY SHALL BE REMOVED AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE. 11. BID AS ALTERNATE A: USE OF LIMESTONE FOR STABALIZAT[ON of SUBGRADE. 12. PRODUCT PIPING LINE -UP AND FRONT SIDE "A" (F.S. "A ") OF DISPENSERS SHALL BE AS SHOWN. PIPING AND CONDUIT LCCATION AND SPACING UNDER DISPENSERS SHALL BE PER DRAWING #5050 -3A, 3B, 3C. 13. UNDERCUT ABANDONED SEPTIC FIELD BY 3' TO REMOVE ANY ANTICIPATED SOFT OR WET SOILS ASSOCIATED WITH THE FIELD. BACKFILL WITH ON SITE SOILS. B. OTHER PIPING: 1. CONNECT BUILDING DOWNSPOUTS TO STORM DRAINAGE SYSTEM AS INDICATED. 2. CONSTRUCT (QTY) STANDARD CATCH BASIN(S), INCLUDING CONCRETE COLLAR IF IN ASPHALT PAVEMENT. 3. INSTALL UNDERDRAIN PIPING PER PIPING PLAN AND DETAIL ON DRAWING #5278 -B. 4. INSTALL SPIDER DRAINS AT CATCH BASINS. 5. CONSTRUCT ENVIROMENTAL OVERFLOW CONTROL STRUCTURE IN POND PER DETAIL ON DRAWING #5278 -A. 6. "INSTALL RIP -RAP PER PIPING PLAN AND SPECIFICATIONS ON DRAWING #5278 -B. 7. INSTALL CLEAN -OUT IN LOCATIONS SHOWN PER PIPING PLAN AND DETAIL ON DRAWING #5278 -B. 8. CONSTRUCT A 4' -0" X 4' -0" EROSION CONTROL BOX IN POND PER PIPING PLAN AND DETAIL ON DRAWING #5278 -A. 9. ALL WORK WITHIN RIGHT -OF -WAY SHALL CONFORM TO GOVERNING STATE AND/OR LOCAL SPECIFICATIONS. 10. CONSTRUCT A OVERFLOW CONTROL STRUCTURE IN POND WITH A 3" INLET PIPE, AND A 12" OULET PIPE. SEE DRAWING #5278 -A. ^' F - -- UG T - W W W W W W W W I U.G. PIPING LEGEND INEW PRODUCT PIPING NEW VENT & STAGE II PIPING - - - - - EXISTING PRODUCT PIPING (TO REMAIN) - ---- - - - - -- -- VORT MICHIGAN (U.S. H YA . #421 EXISTING PRODUCT PIPING (TO BE REMOVED) - - -- - - - - - - - - -- - -1- -- S20 °33115 "E 196.67' - -STM - - STORM SEWER - --SS - - - SANITARY SEWER - - - -G - - - GAS LINE - - - -W - - - WATER LINE - - - --T - - - - TELEPHONE LINE ---- -P - - - - POWER LINE - - - - -C - - -- CABLE LINE - -- ____ _ ,- _ ICCNTRAC R SHALL VERIFY AVERT ELEVATIONS AND OTHER CRITICAL DI'01SIONS _ Y DH E - ___ _ �H E _ -___ - ,, F OH E - oR E - -oR E -- _ -- OH - -- - CH E --- _--- ____ -- __ LISTED GN THESE DRAWINGS WHERE UTILITY TIE-11 , ARE TO BE MADE. VERIFICATION SHALL BE COMPLETED PRIOR TO INS7'+LLATiON OF NEW UTILITIES. ANY SIGNIFICANT DISCREPANCIES SHALL BE IMMEDIATELY �',ROUGHT TO THE ATTENTICN OF THE OWNER'S REPRESENTATIVE. C. UTILITIES: I. VERIFY ALL SERVICE UTILITY ROUTINGS WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 2. NEW UNDERGROUND 120/208V THREE PHASE ELECTRIC SERVICE SHALL BE INSTALLED PER BUILDING DRAWINGS. LOCAL POWER COMPANY SHALL INSTALL CONDUITS AND CONDUCTORS FROM [PAD MOUNTED, POLE MOUNTED] TRANSFORMER TO BUILDING. [CONTRACTOR, LOCAL POWER COMPANY] SHALL SUPPLY AND INSTALL CONDUITS FOR PRIMARY POWER AS SPECIFIED BY LOCAL POWER COMPANY FROM POWER POLE TO PAD MOUNTED TRANSFORMER. PRIMARY POWER CONDUCTORS SUPPLIED BY [LOCAL POWER COMPANY, CONTRACTOR]. 3. INSTALL G" P.V.C. SANITARY SEWER LINE FROM BUILDING TO APPROPRIATE SERVICE LATERAL PER FIELD CONDITIONS. MINIMUM SLOPE SHALL BE 1.0 %. INSTALL CLEAN -OUTS EVERY 100' ALONG SEWER LINE. 4. CONTRACTOR SHALL FURNISH AND INSTALL [1 "] WATER LINE FROM METER TO [EXISTING, NEW] TAP. CONTRACTOR SHALL INSTALL THE WATER LINE FROM THE METER TO THE BUILDING SERVICES PER THE BUILDING PLUMBING DRAWINGS. CONTRACTOR SHALL COORDINATE INSTALLATION WITH WATER COMPANY. 5. THE CONTRACTOR SHALL INSTALL THE GAS LINE FROM THE METER TO THE BUILDING SERVICES PER THE BUILDING PLUMBING DRAWINGS. CONTRACTOR TD COORDINATE INSTALLATION WITH GAS COMPANY. 6. CONTRACTOR SHALL FURNISH AND INSTALL (1 - 2" - PVC) CONDUIT WITH PULL STRING FROM TELEPHONE SERVICE CONNECTION TO BUILDING. CONTRACTOR SHALL SUPPLY AND INSTALL CONDUIT WITH PULL STRING TO PAY PHONES PER DETAILS ON DRAWING #12A. D. MISC. 1. 4'X4' EROSION CONTROL BOX PER. ORWG.# 5278 -A. PIPING & UNDERGROUND UTILITIES PLAN EQUIPMENT /MATERIAL LIST EQUIPMENT LIST =--\, ITEM s EQUIPMENT /MATERIAL DESCRIPTION C Tanks, (3) 12,000 Gallon Steel C1 Tanks, (2) 4,000 Galion Steel D Sumps, Tank 01 Pumps, Submersible 1 -112 H.P. D1.1 Pumps, Submersible3 /�H.P. D6.2 Leak Detection, Red Jacket PPM -4000 D8 Observation Well, 12" Complete w /Cap & Manhole D8.1 Observation Well, 4" Complete w /Cap & Manhole PREPARED FOR: Emro Marketing Company Springfield, OH 45501 A subsidiary of Marathon Oil Company PREPARED BY: Marathon Oil Company Marketing & Transportation Engineering Dept. Findlay, OH 45840 NOT REVISIONS DR; TR CF NO. FURN. INST. REQ'D, BY BY COMMENTS See 15 Series (3 ) 0 C dwgs. See 15 Series (2 ) 0 C dwgs. (3 ) 0 C See 15 Series dwg. (2 ) 0 C (1 ) 0 C (4 ) 0 C See 15 Series (1 ) C C Dwgs. See 15 Series (1 ) C C Dwgs. ­41STE,4 No. PE19300359 = ::0 Cc - STATE OF t4 A�LE �V © 1995 EMRO MARKETING COMPANY The Convenience Stores of Speedway )ATE PIPING AND UNDERGROUND UTILITIES PLAN 1996 PROPOSED REBUILD 10005 NORTH MICHIGAN (U.S. HWY. #421) HAMILTON C'UNFY CARMEL , I Ni 'ANA - 'SCALE _, = 20' -0„ DATA ----- ^- ___ - -- __. _ FILE 7329 DRFTR DAVID ZOLA 4,' '`�i N0._ - - -- CHKR CRAIG ZACHR ICH --BUD. 1996 -- DGNR YR. .9 3 3'_3 3 F 1 L MD C� c: \dgn\ site \ew \7329\96P.T 55'..33