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Home My WebLink About04100007-10, 13, & 15 KFC & Lohn John Silvers - Utility Plan - C4.0Q A h 1 fl tl c o 0 C W I 1 Q l <C r' 0 z -J i W z •d c 0 i 45. 01' J 1 45',01' CH I_ L t L p KL60 Y04 JAN04 -E 4 LF. OF 4 F.F.=841.75 00 INV.•837.75 C.O. d w w F_XI TIN(; STORM SF WER INLET 1 RIM= �342.F5 iNV. 12" RCP (F). F3 :7.55 \E >ISTING STORM rEWE.R CURB IN( F. )RIM N•1 l.3 !NV. 12" Pr'P (w) 3.4q 1 L XV..;1!N(; ;10PM Wf R MANEIQL E RRA _84c) 2 .iE.>" RCP (N).--.=8 X2.26 INV. .IE RCP (S)- it52.26 PROP. INV. 12" (E)= 834.28 E X ['X"I ;Tire(; STORM CW[R INLET INV. 12" (NE) N/A NV'. 19" (L)-823.04 INV. 21" (S)- .09 yI STING STORM SOWER INLET /RIM 83663.1 INV. 24" (N) f kI�,T�r1G SANITARY SEWER MANHOLE RJIM 8.32 16 INV. 8" VCP (N)- 870.26 IN‘VEXISTtNG SANITARY SEWER MANHOLE (AP I-ZOX. 19 NORTH OF PROPERTY) PIIM :-843.08 INV. 8" VCP (5)=-879.38 --EX. ASPHALT EX. CONCRETE »»»»TTn»rrr i -STRIP MALL EX. BUILDING l J /1/11141/41./. N89'55'00 "E S89'55' 00 "W ^EX. ASPHALT /7777777777777777777777777 /7 EX. BUILDING 204.99' 204.99' A PROPOSED CATCH BASIN RIM 839.69 INV. 12" HDPE (W) =834.70 INV. 12" HDPE (E)= 834.70 PROPOSED CATCH BASIN RIM= 839.47 INV. 12" HDPE (W)= 835.24 INV. 12" HDPE (NE)=835.24 PROPOSED CATCH BASIN RIM =839.83 INV. 12" HDPE (SW) =835.91 INV. 12" HDPE (N)= 835.91 PROPOSED CATCH BASNN RIM=840.00 INV. 12" HDPE (W) =836.75 INV. 12" HDPE (S) =836.75 PROPOSED CATCH BASNN RIM= 840.83 INV. 12" HDPE (E) =837.83 PROPOSED 1,000 GALLON GREASE INTERCEPTOR INLET: RIM =841.75 INV. 4" C.I. (W) =837.67 OUTLET: RIM 841.75 INV. 4" PVC (E)= 837.42 r EX. WALL .824.47 ROP. SANITARY RISER. SEE DETAIL 8, SHEET C4.1, AND SANITARY SEWER NOTES 5 8, THIS SHEET. P F Z fZ W o Z M m ammo. lie X V) ✓W W a- CK Q V V EX. CONCRETE v EX. BUILDING Q -PROP. R/W 1 (T, Bot_Lilm M LEGEND C= Q v I -EX. T EX. SAN EX. F X. GAS SAN ---tlE et UT D.S. O C.O. 20 10 40 HORIZONTAL SCALE IN FEET PROPERTY MARKER CENTERUNE PROPERTY LINE PROPOSED RIGHT -OF-WAY EXISTING CURB EXISTING BOLLARD EXISTING SiGN EXISTING TREE EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING ELECTRICAL TRANSFORMER EXISTING A/C UNIT EXISTING STORM SEWER MANHOLE EXISTING STORM SEWER INLET EXISTING HYDRANT EXISTING WATER METER EXISTING WATER VALVE EXISTING TELEPHONE MANHOLE BENCHMARK LOCATION PROPOSED CURB PROPOSED UGHT POLE PROPOSED CATCH BASIN PROPOSED EXTERIOR GREASE INTERCEPTOR PROPOSED GAS VALVE PROPOSED SIGN PROPOSED CONCRETE EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATER SERVICE EXISTING GAS SERVICE PROPOSED WATER SERVICE PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED GAS SERVICE PROPOSED UNDERGROUND ELECTRIC TELEPHONE SERVICE PROPOSED DOWNSPOUT PROPOSED CLEAN OUT APPURTENANCES PROPOSED ELECTRICAL CONDUIT (SEE ELECTRICAL SHEETS) GENERAL UTILITY NOTES THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THE PLAN ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTORS FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMACE. AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 2. SEE SHEET C4.1 FOR UTIUTY DETAILS. WATER NOTE 1. WATER SERVICE MATERIALS SHALL BE COPPER TYPE "K" UNLESS OTHERWISE NOTED ON PLANS. DIAMETER SHALL BE NOTED ON THESE PLANS AND SHALL BE INSTALLED WITH A MINIMUM COVER OF 42" OR BELOW FROST1UNE, WHICHEVER IS GREATER. 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL TRENCHING, BACKFILLING, PIPE, AND INSTALLATION OF THE WATER SERVICE LINE FROM THE EXISTING LATERAL TO THE BUILDING. CITY OF CARMEL SHALL INSTALL INSTALL WATER METER. THE CONTRACTOR'S PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY CITY OF CARMEL TO PROVIDE A COMPLETE WORKING SERVICE. COORDINATE ALL SERVICE WORK WITH CITY OF CARMEL, DICK HILL 0 317 -571 -2459. 3. CONTRACTOR SHALL PROVIDE 100% IRRIGATION PER CONSTRUCTION MANAGER AND CITY REQUIREMENTS. ELECTRICAL NOTES 1. SEE SHEET E1.0 FOR SITE LIGHTING AND LUMINAIRE DESCRIPTION. 2. SEE ELECTRICAL SHEETS FOR ALL DEDICATED EXTERIOR BUILDING AND SIGN LIGHTING SCHEDULES. ELECTRICAL CONTRACTOR SHALL BALANCE LOADS WHERE REQUIRED. 3. ALL DIRECTIONAL SIGNAGE WIRING SHALL BE NO. 12 AWG IN 3/4" PVC DUCT. ALL PARKING LOT LIGHTING WIRING SHALL BE NO. 10 AWG IN 3/4" PVC DUCT. 4. CONTRACTOR SHALL FURNISH AND INSTALL 2 -4" PVC SCHD. 40 DUCTS, INCLUDING ALL TRENCHING, BACKFILLING, AND SECONDARY WIRE, FROM BUILDING TO TRANSFORMER. CINERGY SHALL MAKE APPROPRIATE PRIMARY AND SECONDARY CONNECTIONS AT TRANSFORMER. CONTRACTOR SHALL INCLUDE ALL FEES REQUIRED BY CiNERGY TO PROVIDE A COMPLETE WORKING SERVICE. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL REQUIREMENTS, INCLUDING THE EXACT LOCATION OF ELECTRIC SERVICE WITH CINERGY, DEAN GROVE 0 317-581-3041. SANITARY SEWER NOTES 1. SANITARY SEWER LATERAL INVERT AT BUILDING SHALL BE A MINIMUM OF' 4.00' BELOW FINISH FLOOR. 2. THE CONTRACTOR SHALL BE LICENSED BY THE CITY OF CARMEL AND WILL BE RESPONSIBLE FOR MAKING ALL CONNECTIONS TO EXISTING SANITARY SEWER. THE CONTRACTOR SHALL EXTEND SANITARY LiNE INCLUDING ALL TRENCHING, BACKFILLING, PiPE, FITTINGS, RISERS, MANHOLES, AND INSTALLATION FROM BUILDING TO THE EXISTING SANITARY SEWER. CONTRACTOR SHALL SECURE A SANITARY SEWER CONNECTION PERMIT PRIOR TO ANY CONSTRUCTION. THE CONTRACTORS PRICE FOR SANITARY SEWER INSTALLATION SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE CITY OF CARMEL TO PROVIDE A COMPLETE WORKING SERVICE. COORDINATE ALL WORK WITH THE CITY OF CARMEL, JiM HAGGE 0 317 733 -2001. 3. ALL SANITARY PIPE MATERIAL SHALL BE PVC CONFORMING TO ASTM D 3034, TYPE PSM FOR SIZES 6 -15 THE MINIMUM SDR SHALL BE 26. THE PIPE AND FITTINGS SHALL BE MADE FROM PVC PLASTIC HAVING A MINIMUM CELL CLASSIFICATION OF 12454 -C, AND SHALL HAVE A MINIMUM PIPE STIFFNESS OF 46 PSI. MINIMUM SANITARY LATERAL PIPE SIZE PERMITTED IS 6 THE PIPE FROM BUILDING TO GREASE TRAP SHALL BE CAST IRON (C.I.). 4. CLEAN -OUTS TO BE INSTALLED AT ALL PIPE BENDS AND ANGLES, UNLESS A MANHOLE IS INDICATED. 5. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION, INVERT ELEVATION, AND CONDITION OF EXISTING SANITARY SEWER AND LATERAL PRIOR TO ANY CONSTRUCTION. CONTRACTOR TO ENSURE EXISTING SEWER IS iN GOOD CONDITION AND FREE FLOWING. IF ELEVATIONS DIFFER FROM WHAT IS SHOWN ON THIS DRAWING, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. 6. CONTRACTOR SHALL REUSE EXISTING LATERAL iF iT IS IN GOOD CONDITION. NATURAL GAS NOTES VECTRUM SHALL OBTAIN NECESSARY PERMITS, MAKE CONNECTION TO EXISTING LATERAL, AND FURNISH AND INSTALL SERVICE LiNE FROM THE EXISTING GAS LATERAL TO THE BUILDING, INCLUDING ALL TRENCHING AND BACKFiLLING. VECTRUM SHALL FURNISH AND INSTALL METER. CONTRACTOR SHALL VERIFY CONNECTION TO EXISTING GAS SERVICE WiTH GAS COMPANY PRIOR TO INSTALLATION. CONTRACTOR SHALL INCLUDE ALL FEES REQUIRED BY VECTRUM TO PROVIDE A COMPLETE WORKING SERVICE. COORDINATE ALL WORK WITH VECTRUM, DAVE CATRON 0 317 736 -2925. 2. CONTRACTOR SHALL VERIFY SiZE AND LOCATION OF EXISTING GAS MAIN. IF LOCATION DIFFERS FROM WHAT IS SHOWN ON THIS DRAWING, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. TELEPHONE NOTES THE CONTRACTOR SHALL PROVIDE AND INSTALL A 2" PVC SCH. 40 DUCT WiTH PULLWIRE FROM THE BUILDING TO THE EXISTING UTILITY POLE INCLUDING ALL TRENCHING, BACKFILUNG, AND CONDUIT. SBC SHALL FURNISH, INSTALL, AND MAKE CONNECTION OF WIRE AND WIRING. SBC SHALL VERIFY EXACT LOCATION OF EXISTING SERVICE. COORDINATE SERVICE WiTH SBC, DAVID MUSALL 317 -252 -5143. 2. CONTRACTOR SHALL COORDINATE THE NUMBER OF LINES REQUIRED WITH THE CONSTRUCTION MANAGER. STORM SEWER NOTES ALL STORM SEWER PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE) SMOOTH INTERIOR PIPE (UNLESS OTHERWISE NOTED ON PLAN). HDPE PIPE SHALL CONFORM TO ASTM D 3350. THE CONTRACTOR MAY ALSO USE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034 TYPE PSM OR ASTM D 303 TYPE PSP. THE MINIMUM SDR SHALL BE 35. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRENCHING, BACKFILLING, AND PIPE INSTALLATION. COORDINATE ALL WORK WITH THE CiTY OF CARMEL ENGINEERING DEPARTMENT, GARY DUNCAN 0 317- 571 -2436. 3. ALL CATCH BASINS SHALL BE CONSTRUCTED AS SHOWN ON THESE DRAWINGS AND DETAILED ON SHEET e4.1 OR PER THE CITY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 4, CONTRACTOR SHALL VERIFY THE SIZE, LOCATION, INVERT ELEVATION, AND CONDITION OF EXISTING STORM SEWER PRIOR TO ANY CONSTRUCTION. CONTRACTOR TO ENSURE EXISTING SEWER IS IN GOOD CONDITION AND FREE FLOWING. iF ELEVATIONS DIFFER FROM WHAT IS SHOWN ON THIS DRAWING, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. 5. CONTRACTOR SHALL CORE DRILL AND SEAL EXISTING CATCH BASIN TO MAKE CONNECTION, ENSURING A TIGHT FITTING CONNECTION. CONTRACTOR SHALL MAKE ALL CONNECTIONS TO EXISTING CATCH BASIN PER CITY OF CARMEL SPECIFICATIONS, AND ENSURE CONNECTION DOES NOT LEAK. "DON'T DiG BLIND" Cal Monday thru Friday 7 am. to 6 pm. 1-800-382-5544 o 1-800-428-5200 OUTSIDE INDIANA NQT /CE TO CONTRACTOR PER INDIANA STATE LAW 1S- 69- -1991, IT IS AGAINST THE LAW TO EXCAVATE W /TJ-OUT NOT7PY7NG THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK CON i RAC T IDA11 XX XX XX 13U11 DiNG 1YPF. KL60 -y04 PLAN Vi F3SION J ?n04 -f: SI1 I NUMB' R. 12 -XXXX STOW NUMF3F R .2004087 05 PLOT DATE. Q U O Q a. 0 U o y KFC LJS 1331 S. RANGELINF F OAT) CARME-.1_. iN 46032 UTILITY' PLAN 0 rn 0 cv a oi r0 �sr; w LL /5 x c ro fa 1/40 a orn Cl. c 0 c N rts v� CU c v KL6O-y04 08.27.04