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Home My WebLink AboutC800 UTILITY PLANCCCCCCCCCCCCCEEEEE E E E E E E E E EW W WWWWWSTMSTMSTMSTMSTMSTMSTMSTMPROPOSED HOTEL50,321 SFFFE=872.85MFPG=868.49MLAG=871.90GGGGGGGGGGGGGGST MEX. PONDWWWWWWWE(A)WWWW W W W W W W W W W W W W W W W WWWWWWWWWWWWW W W W W W W W W GENERAL UTILITY NOTES1.THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUNDLOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALLCONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE INCONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIESWHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.2.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THELIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THEVARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND ASEVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THESURVEYOR. 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. THELOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT ANDMAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLEUTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR.4.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANYAND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES.5.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITHO.S.H.A. STANDARDS FOR WORKER SAFETY.6.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER ORWITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.7.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, ANDELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. ASRELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/ORDISCREPANCIES IN THE CONSTRUCTION DOCUMENTS.8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM /SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. SANITARYSEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADEPVC.9.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICALSEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEENSANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS.10.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURINGCONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIRAND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TOEXISTING CONDITIONS OR BETTER.11.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER,PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATERMANAGEMENT TO CONTROL MOISTURE OF SOILS.12.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVEDAREAS.13.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENTAND SHALL HAVE TRAFFIC BEARING RING AND COVERS.14.PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDINGTAP CONNECTION.15.CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC ANDFIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATEWITH PLUMBING DRAWINGS.16.COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES WITHLOCAL UTILITIES.17.COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC SERVICE, LIGHTPOLES, COMMUNICATION SERVICE AND IRRIGATION SYSTEM.18.COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION ANDINSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY.19.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITHPLUMBING DRAWINGS.20.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC/FIRE LINEINSTALLATION AND STORM SEWER / SANITARY SEWER INSTALLATION.21.SANITARY SEWER LATERAL, WATER SERVICE, & ELECTRICAL/COMMUNICATIONCONDUITS SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN.22.ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVESSHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS.23.PROVIDE 18" MINIMUM VERTICAL CLEARANCE BETWEEN SANITARY/WATER/STORMSEWER PIPES AND ALL OTHER PIPES. INSTALL CONCRETE CRADLE IF CLEARANCEIS LESS THAN 18".24.ALL DETAILS & SPECS FOR WATER NEED TO BE CARMEL UTILITY DETAILS ANDSPECS.25.ANY EXISTING FIELD TILE ENCOUNTERED DURING THE CONSTRUCTION SHALL BEALSO INCORPORATED INTO THE PROPOSED STORMWATER DRAINAGE SYSTEMOR TIED TO AN ACCEPTABLE OUTLET.UTILITY PLAN NOTESSANITARY SEWER NOTESCONNECT PROPOSED 6" SANITARY SEWER LATERAL TO EXISTINGSANITARY SEWER MAIN. COORDINATE CONNECTION WITH MEP.PROVIDE CLEANOUTS AS REQUIRED/SHOWN. VERIFY INVERTS ONEXISTING LINE AND COORDINATE CONDITIONS WITH MEP. ADJUST ASREQUIRED.EXISTING 8" SANITARY SEWER.PROPOSED SANITARY LATERAL CLEANOUT TYPE 2 (IN PAVED AREASOUTSIDE OF 3' OF BUILDING). REFER TO DETAIL ON SHEET C801.1000 GALLON GREASE INTERCEPTOR. REFER TO DETAIL ON C801SAMPLING BOX. REFER TO DETAIL ON C801WATER SERVICE NOTES:COORDINATE AND CONNECT 6" WATER SERVICE LINE TO EXISTING 6"WATER MAINCOORDINATE CONNECTION OF DOMESTIC SERVICE LINE AND FIRESERVICE LINE WITH PLUMBING DRAWINGS.COORDINATE CONNECTION OF DOMESTIC METER LOCATION WITHLOCAL SERVICE PROVIDER. 4" WATER METER SET W/ BACKFLOWPREVENTION INSIDE THE BUILDING ANTICIPATED.EXISTING FIRE HYDRANT.PROPOSED FIRE HYDRANT ASSEMBLY. REFER TO DETAIL ON SHEET C801.PROPOSED POST INDICATOR VALVE (PIV).PROPOSED FIRE DEPARTMENT CONNECTION 5" STORZ.PROPOSED 6" WATER VALVE. REFER TO DETAIL ON SHEET C801.PROPOSED 6" PVC FIRE SERVICE LINE.PROPOSED 4" DOMESTIC SERVICE LINECONTRACTOR SHALL LOCATE EXISTING PUBLIC WATER MAIN.COORDINATE WITH CARMEL UTILITIES FOR LOCATION.ELECTRIC NOTES:COORDINATE AND CONNECT BUILDING ELECTRICAL LINE FROMSERVICE DROP LOCATION TO TRANSFORMER. COORDINATECONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS.ADJUST AS REQUIRED. 2-4" EC CONDUITS TO BE INSTALLED WITHPULL STRINGS. 120/208V, 3 PHASE, 1200 AMP ELECTRIC REQUIRED.PROPOSED TRANSFORMER PAD LOCATION. COORDINATE WITHUTILITY PROVIDER IF A NEW TRANSFORMER IS REQUIRED.BUILDING ELECTRICAL LINE POINT OF CONNECTION. COORDINATECONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS.ADJUST AS REQUIRED.COMMUNICATION NOTES:COORDINATE AND CONNECT BUILDING COMMUNICATION SERVICELINE(S) TO CONNECTION POINT AS SHOWN. ADJUST AS REQUIRED. 4"PVC CONDUIT TO BE INSTALLED WITH PULL STRINGS. CONTRACTORTO PROVIDE #6 GROUND WIRE AT THE D-MARC LOCATION. 7 LINESANTICIPATED FOR SERVICE. (4 PHONE, 1 FO, 1 SECURITY AND 1FAX/MODEM)COORDINATE CONNECTION WITH SITE DRAWINGS AND SERVICEPROVIDER FOR RELOCATION OF PEDESTAL.GAS SERVICE NOTES:CONNECT PROPOSED GAS SERVICE TO EXISTING GAS LINE. REFERTO PLUMBING DRAWINGS AND COORDINATE WITH SERVICEPROVIDER.PROPOSED GAS METER LOCATION. REFER TO PLUMBING DRAWINGSAND COORDINATE WITH SERVICE PROVIDER.W4W2W3SS3SS2W1E1E2C1G1SS1W5W6W7W8W9W10C800UTILITY PLAN ELECTRICAL RISERGUY ANCHORELECTRIC JUNCTION BOXORNAMENTAL LIGHTGENERATORSTREET LIGHTELECTRIC MANHOLEELECTRIC OUTLETUTILITY POLEUTILITY POLE W/ TRANSFORMERTRANSFORMERCOMMUNICATIONS JUNCTION BOXCOMMUNICATIONS MANHOLECOMMUNICATIONS PEDESTALRIGHT OF WAY LINEFENCEGUARD RAILBOUNDARY LINECISTERNDRINKING FOUNTAINFIRE DEPT HOOKUPFIRE HYDRANTPOST INDICATOR VALVECHILLED WATER MANHOLEWATER MANHOLESPRINKLER CONTROL BOXSPRINKLER CONTROL VALVESPRINKLERSPIGOTWELL HEADWATER METERWATER VALVEGAS METERGAS VALVEELECTRIC METERLIQUID PROPANE GAS TANKMONITORING WELLTRAFFIC SIGNAL POLETRAFFIC SIGNALDOWN SPOUTCOMMUNICATIONS RISERSTORM CLEANOUTBEEHIVE INLETCURB INLETFLOOR DRAINROUND INLETSQUARE INLETSTORM MANHOLESANITARY SEWER CLEANOUTLIFT STATIONSANITARY SEWER MANHOLESANITARY STUB MARKERPARKING LOT LIGHT (1 HEAD)PARKING LOT LIGHT (3 HEAD)PARKING LOT LIGHT (4 HEAD)PARKING LOT LIGHT (2 HEAD)ROW RIGHT OF WAYESMTEASEMENTD.&U.E.DRAINAGE AND UTILITY EASEMENTFFE FINISH FLOOR ELEVATIONCMPCORRUGATED METAL PIPERCP REINFORCED CONCRETE PIPEPVC POLYVINYL CHLORIDE PIPEVCP VITRIFIED CLAY PIPEHDPE HIGH DENSITY POLYETHYLENE PIPEDIP DUCTILE IRON PIPESSDSUB SURFACE DRAIN PIPESTMSTORMSANSANITARYSTRSTRUCTURECOCLEANOUTUTILITY PLAN LEGENDUTILITIESABBREVIATIONSLINE TYPESFLOW LINESANITARY SEWER MAINSTORM SEWER MAINUNDERGROUND GASUNDERGROUND WATERAERIAL ELECTRICUNDERGROUND ELECTRICUNDERGROUND COMMUNICATIONSAERIAL COMMUNICATIONSOVERHEAD UTILITYFORCE MAINGGGWWE(A)E(A)EEECCCC(A)C(A)OHUOHUFMFMAERIAL FIBER OPTIC CABLEFO(A)FO(A)UNDERGROUND FIBER OPTICFOFOSANITARY SEWER LATERALSANSANROOF DRAINSTMSTMSUB SURFACE DRAINC2G2E3RUSS E L L L. WEBSTER IIPROFESSIONAL ENG INEER R E GI STEREDINDIANAPE11900318STATE OFNO.REVISIONS AND ISSUES Part of the NW/4 of Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW19.0175PREPARED FOR: 13285 ILLINOIS ST. CARMEL, IN 46032PROJECT NO.SHEET NO.CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W19.0175 DATE BY 11.13.2019 SSR DATE: RLWKnow what'sbelow.before you dig.CallRSAAMRAJYA, LLC PLANS SUBMITTED FOR REVIEW 05.15.2019 RLWWSNE ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax W E I H E Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SMRUSSELL L. WEBSTER II, PE No. 11900318PLAN CERTIFICATE NOTE:ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM SEWERS, AND ALL OTHEREXISTING CONDITIONS ITEMS WERE PREPARED BY SCHNEIDER CORP. WEIHEENGINEERS, INC. AND RUSSELL L. WEBSTER II ACCEPT RESPONSIBILITY ONLYFOR THE SITE IMPROVEMENTS RELATED TO THE LIMITED ENGINEERINGSCOPE SHOWN ON THESE PLANS.PLANS REVISED FOR TAC COMMENTS 05.15.2019 RLW PLANS REVISED FOR TAC COMMENTS 11.13.2019 RLWAPPROVAL PENDINGNOT FOR CONSTRUCTIONEXISTINGSANITARY SEWERMAIN DATA TABLESS4SS5W11