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Home My WebLink About04100007-15 KFC, Long John Silvers, Site Plan, pg 08F, OF 2" RCP 00.71% KL60 Y04 JAN04 -E 4 L,F.OF 4 F.F. 841.75 Ca on INV. 837.75 C.O. NV.•837.00 UE UTILITY CROSSING INV. 12" STORM 836.35 INV. 6" SAN 835.35 107 L.F. OF 8" PVC 0 2.33* n W 11 11 11 11 11 11 11 EX. 2" rCP ST- 0.4'± 10.4'± 10.4'± 10.4'± 10.4'± 0 O 0 r 1 T 01' a 0 tf) W EX V) a 0 N89'55'00 "E 204.99' EXISTING STORM SEWER INLET RIM 842.65 INV. 12" RCP (E)= 837.55 EXISTING STORM SEWER CURB INLET RIM 842.73 INV. 12" RCP (W)= 838.49 EXISTING STORM SEWER MANHOLE RIM 840.25 INV. 36" RCP (N)= 832.26 INV. 36" RCP (S)= 832.26 PROP. INV. 12 (E) =834.26 EXISTING STORM SEWER INLET RIM 837.04 INV. 12" (NE) =N/A INV. 18" (E)= 823.04 INV. 24" (S)= 823.09 EXISTING STORM SEWER INLET RIM 836.84 INV. 24" (N)= 823.14 EXISTING SANITARY SEWER MANHOLE RIM 832.96 INV. 8" VCP (N)= 820.26 EXISTING SANITARY SEWER MANHOLE (APPROX. 199.0' NORTH OF PROPERTY) RIM 843.08 INV. 8" VCP (S)= 829.38 ASPHALT".?" 777777771 EX. CONCRET 777777111 lllllll/% /7277777i/// ///777777777 /7 EX. BUILDING DAY FURS ASPHALT PROPOSED CATCH BASIN RIM 839.69 INV. 12" HDPE 0) =834.70 INV. 12" HDPE (E)= 834.70 INV. 6" PVC (N) =835.20 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 BASIN RIM 840.00 INV. 12* HDPE (W)= 836.75 INV. 12" HDPE (S)= 836.75 INV. 8" PVC (SW) =837.08 PROPOSED CATCH BASIN RIM =840.83 INV. 12" HDPE (E) =837.66 INV. 6" PVC (S)= 838.16 PROPOSED YARD DRAIN RIM =840.66 INV. 8" PVC (NE) =837.99 -STRIP MALL EX. BUILDING Viz lllllll111 1111 Liz 11111111111111 .!!11111111.1 S89'55'00 "W 204.99' 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 1 1 -T- UE EX. WALL Eg� NV. ••824.4r I PROP, SANITARY RISER. SEE:`DETAIL 8, SHEET C4.1, AND SANITARY NOTES 5 SHEET. EX. CONCRETE J can a F L,J Z W D w Q EX. 30.0' UTILITY EASEMENT EX. BUILDING c. -PROP. R/W- E/T BANK 4 I i R -EX. ST SS 0 dt UT D.S. O C.O. 0 20 FIRE6ips="9 10 40 HORIZONTAL SCALE IN FEET LEGEND -EX. SAN EX. W -EX. GAS-- PROPERTY MARKER CENTERUNE PROPERTY UNE PROPOSED RIGHT -OF -WAY DEDICATED TO THE CITY OF CARMEL (45.01') EXISTING DIRECTION OF TRAFFIC EXISTING CURB TO REMAIN EXISTING TOP BANK OF DITCH EXISTING BOLLARD EXISTING SIGN EXISTING TREE EXISTING U11UTY POLE EXISTING UGHT 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 YARD DRAIN PROPOSED EXTERIOR GREASE INTERCEPTOR 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) EASEMENT UMITS BENCHMARKS; BENCHMARK #2: SOUTH BONNET BOLT ON HYDRANT ELEVATION an 740.53 GENERAL UTILITY NOTES 1. THE LOCATIONS OF UNDERGROUND FACIUTIES SHOWN ON THE PLAN ARE BASED ON FIELD SURVEYS AND LOCAL U11UTY COMPANY RECORDS. IT SHALL BE THE CONTRACTORS FULL RESPONSIBIUTY TO CONTACT THE VARIOUS UTIUTY COMPANIES TO LOCATE THEIR FACIU11ES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACIUTIES CAUSED BY HIS WORK FORCE. 2. SEE SHEET C4.1 FOR U11UTY DETAILS. WATER NOTES 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 FROSTUNE, WHICHEVER IS GREATER. 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL TRENCHING, BACKFIWNG, PIPE, AND INSTALLATION OF THE WATER SERVICE UNE 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 UGHTING AND LUMINAIRE DESCRIPTION. 2. SEE ELECTRICAL SHEETS FOR ALL DEDICATED EXTERIOR BUILDING AND SIGN UGHTING 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 UGHTING 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, BACKFIWNG, 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 UCENSED BY THE CITY OF CARMEL AND WILL BE RESPONSIBLE FOR MAKING ALL CONNECTIONS TO EXISTING SANITARY SEWER, THE CONTRACTOR SHALL EXTEND SANITARY UNE INCLUDING ALL TRENCHING, BACKFIWNG, 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.L). 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 1. VECTRUM SHALL OBTAIN NECESSARY PERMITS, MAKE CONNECTION TO EXISTING LATERAL AND FURNISH AND INSTALL SERVICE UNE FROM THE EXISTING GAS LATERAL TO THE BUILDING, INCLUDING ALL TRENCHING AND BACKFIWNG. 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 1. 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, BACKFIWNG, 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 0 317- 252 -5143. 2. CONTRACTOR SHALL COORDINATE THE NUMBER OF UNES REQUIRED WITH THE CONSTRUCTION MANAGER. STORM SEWER NOTES 1. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED USING THE MATERIALS USTED ON THE PLAN. HIGH DENSITY POLYETHYLENE (HDPE) SMOOTH INTERIOR PIPE SHALL CONFORM TO ASTM D 3350. REINFORCED CONCRETE PIPE (RCP) SHALL CONFORM TO ASTM DESIGNATION C -76, CLASS -III, WALL-B WITH 0 -RING JOINTS. DOWNSPOUTS SHALL BE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034 TYPE PSM OR ASTM D 303 TYPE PSP. THE MINIMUM SDR SHALL BE 35. CONTRACTOR MAY SUPPLEMENT HDPE WITH PVC ONLY (SIZE NOTED ON PLANS). 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRENCHING, BACKFIWNG, 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 C4.1 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 AU. CONNECTIONS TO EXISTING CATCH BASIN PER CITY OF CARMEL SPECIFICATIONS, AND ENSURE CONNECTION DOES NOT LEAK. "DON'T Y DIG BLIND Cali Monday thru Friday 7 am. to 6 pm. 1-800-382-5544 TOLL FREE 1-800-428-5200 OUTSIDE INDIANA NOT /CE TO CONTRACTOR PER INDIANA STATE LAW 1S -69 -1991, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOT/fY!NG 7HE UNDERGROUND LOCA77ON SERV/CE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: PLOT DATE: U til W W o ii N r 0 N N S te t, m :.',1 w r 2 c 0 .(1).1 6.8 N Q J E gi M 0 U KFC LJS KL6O-y04 UTI LITY PLAN C4.0 0 3 nt O ro n�t w c e�- M 03 C c N ch M n XX.XX.XX KL60 -y04 Jan04 -E 283006 2004087.05 1331 S. RANGELINE ROAD CARMEL, IN 46032 L NC])o IkN 08.27.04