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Home My WebLink AboutC800 UTILITY PLANC C OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUWWWWWWWWWWWWWWWWWWWWWWWWWWONLY OHUOHUGGGGGGGGGGGGGGGGGGGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOW W W FMFMFMFMW W W W W W W WWG G G G G G G G G G GGGC C C C C C C C C C CCSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANW W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWE E E E E E E E E E E E E E W W W W W WWFMFMFMFMFMFMFMFMFMFMEEEEEEEEEEEE6 5 88 15 15 10 MATCH LINE C800 MATCH LINE C801 GENERAL UTILITY NOTES 1.THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 3.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 4.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 5.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 6.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 7.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS. 8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE PVC. 9.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS. 10.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 11.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 12.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 13.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. 14.PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING TAP CONNECTION. 15.CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS. 16.COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES WITH LOCAL UTILITIES. 17.COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC SERVICE, LIGHT POLES, COMMUNICATION SERVICE AND IRRIGATION SYSTEM. 18.COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY. 19.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH PLUMBING DRAWINGS. 20.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC/FIRE LINE INSTALLATION AND STORM SEWER / SANITARY SEWER INSTALLATION. 21.SANITARY SEWER LATERAL, WATER SERVICE, & ELECTRICAL/COMMUNICATION CONDUITS SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN. 22.ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS. UTILITY PLAN NOTES SANITARY SEWER NOTES CONNECT 6" SANITARY SEWER LATERAL TO BUILDING SEWER. COORDINATE WITH MEP DRAWINGS. PROPOSED SANITARY LATERAL CLEANOUT TYPE 1 (WITHIN 3' OF BUILDING). REFER TO DETAIL ON SHEET C802. PROPOSED SANITARY LATERAL CLEANOUT TYPE 2 (IN PAVED AREAS OUTSIDE OF 3' OF BUILDING). REFER TO DETAIL ON SHEET C802. PROPOSED SANITARY LATERAL CLEANOUT TYPE 3 (IN NON-PAVED AREAS ONLY). REFER TO DETAIL ON SHEET C802. PROVIDE 18" MINIMUM VERTICAL CLEARANCE BETWEEN SANITARY/WATER/STORM SEWER PIPES AND ALL OTHER PIPES. PROPOSED SANITARY GRINDER STATION AND 2" PE DR11 FORCE MAIN. REFER TO SHEETS C500-C502 FOR DETAILS AND SPECIFICATIONS. WATER SERVICE NOTES: COORDINATE AND CONNECT 6" FIRE SERVICE LINE TO PROPOSED 12" PVC WATER MAIN. CITY OF CARMEL TO PROVIDE 12" MAIN, 12"x6" TEE AND 6" GATE VALVE. COORDINATE CONNECTION OF DOMESTIC SERVICE LINE WITH PLUMBING DRAWINGS. COORDINATE CONNECTION OF DOMESTIC METER LOCATION WITH LOCAL SERVICE PROVIDER. 1 1/2" WATER METER SET W/ BACKFLOW PREVENTION INSIDE THE BUILDING ANTICIPATED. EXISTING FIRE HYDRANT. PROPOSED FIRE HYDRANT ASSEMBLY. REFER TO DETAIL ON SHEET C802. PROPOSED 2" ISOLATION VALVE. PROPOSED 6" PVC C900 FIRE SERVICE LINE. PROPOSED 2" PE DOMESTIC SERVICE LINE. COORDINATE AND CONNECT 1" DOMESTIC SERVICE LINE TO PROPOSED 12" PVC WATER MAIN (BY CITY OF CARMEL) COORDINATE CONNECTION OF DOMESTIC WATER METER LOCATION WITH LOCAL SERVICE PROVIDER. 5/8" METER SET WITH BACK-FLOW PREVENTION INSIDE THE BUILDING ANTICIPATED. 1" ISOLATION VALVE. PROPOSED 1" PE DOMESTIC SERVICE LINE. CONNECT NEW SERVICE LINE TO EXISTING SERVICE LINE FROM WELL. INSTALL BACK-FLOW PREVENTION INSIDE THE BUILDING. COORDINATE WITH LOCAL SERVICE PROVIDER. ELECTRIC NOTES: COORDINATE AND CONNECT BUILDING ELECTRICAL LINE FROM SERVICE DROP LOCATION TO TRANSFORMER. COORDINATE CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS REQUIRED. 2-4" EC CONDUITS TO BE INSTALLED WITH PULL STRINGS. 208/230V REQUIRED. PROPOSED TRANSFORMER PAD LOCATION. COORDINATE WITH UTILITY PROVIDER. BUILDING ELECTRICAL LINE POINT OF CONNECTION. COORDINATE CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS REQUIRED. COMMUNICATION NOTES: COORDINATE AND CONNECT BUILDING COMMUNICATION SERVICE LINE(S) TO CONNECTION POINT AS SHOWN. ADJUST AS REQUIRED AND COORDINATE WITH MEP DRAWINGS. ONE 4" PVC CONDUIT TO BE INSTALLED WITH PULL STRINGS. COORDINATE WITH OWNER FOR NUMBER OF LINES ANTICIPATED FOR SERVICE. COORDINATE OFFSITE CONNECTION POINT WITH SERVICE PROVIDER. GAS SERVICE NOTES: CONNECT PROPOSED GAS SERVICE TO EXISTING GAS LINE. REFER TO PLUMBING DRAWINGS AND COORDINATE WITH SERVICE PROVIDER. PROPOSED GAS METER LOCATION. REFER TO PLUMBING DRAWINGS AND COORDINATE WITH SERVICE PROVIDER. STORM NOTES: 12" SLOTTED DRAIN. REFER TO SHEET C603. 15'-4" HDPE DUAL WALL PERFORATED UNDERDRAIN. REFER TO SHEET C603. W4 W2 W3 S3 S2 W1 S4 E1 E2 C1 G1 S5 S1 S6 W5 W6 W7 W8 W9 W10 C800UTILITY PLANGUY ANCHOR ELECTRIC JUNCTION BOX GENERATOR UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS PEDESTAL RIGHT OF WAY LINE BOUNDARY LINE FIRE HYDRANT WELL HEAD WATER VALVE GAS METER GAS VALVE ELECTRIC METER TRAFFIC SIGNAL POLE TRAFFIC SIGNALDOWN SPOUT STORM CLEANOUT BEEHIVE INLET CURB INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT LIFT STATION SANITARY SEWER MANHOLE PARKING LOT LIGHT (1 HEAD) PARKING LOT LIGHT (2 HEAD) R/W RIGHT OF WAY ESMT EASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE DIP DUCTILE IRON PIPE SSD SUB SURFACE DRAIN PIPE STM STORM SAN SANITARY STR STRUCTURE CO CLEANOUT UTILITY PLAN LEGEND UTILITIES ABBREVIATIONS LINE TYPES SANITARY SEWER MAIN STORM SEWER MAIN UNDERGROUND GAS UNDERGROUND WATER UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN G G G W W E E E C C C OHU OHU FM FM UNDERGROUND FIBER OPTICFOFO SANITARY SEWER LATERALSANSAN ROOF DRAINSTMSTM SUB SURFACE DRAIN W11 C2 G2 E3 REVISIONS AND ISSUESPart of Section 9, Township 17 North, Range 4 East, Clay Township, Hamilton County, IndianaW19.3004PREPARED FOR:5140 E 96TH ST, INDIANAPOLIS, IN 46240PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JLKDESIGNED BY:DWG NAME:PROJECT NO.:W19.03004DATEBY05.15.2019FAPDATE:FAPKnow what's below. before you dig.Call R APPR O V AL PE N DI N G NOT FOR CONSTRUCTIONMARTIN MARIETTA MATERIALS, INC.W S N E ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMNORTH INDY OFFICE BUILDINGW12 W13 ST1 ST2