The URL can be used to link to this page

Home My WebLink AboutC800 UTILITY PLAN131ST STREETE(A)WWWW W W W W W W W W W W W W WWWWWWWWWWWWW W W W W W W W W EEEEEGGGGGCCCCCCCCCCCCGGGGGGEX. PONDSAN SANSAN EEEEWW W WWWWWWGENERAL 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 BETWEENSANITARY/WATER/STORM SEWER PIPES AND ALL OTHER PIPES. INSTALLCONCRETE CRADLE IF CLEARANCE IS 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 PROPOSEDSANITARY SEWER MANHOLE. 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 C801.SAMPLING BOX. REFER TO DETAIL ON C802.PROPOSED MANHOLE ON EXISTING SANITARY MAINPROPOSED SANITARY LATERAL CLEANOUT TYPE 1 (IN UNPAVEDAREAS WITHIN 3' OF BUILDING). REFER TO DETAIL ON SHEET C801.WATER SERVICE NOTES:COORDINATE AND CONNECT 6" WATER SERVICE LINE TO EXISTING 6"WATER MAIN.COORDINATE 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 LINE.CONTRACTOR SHALL POTHOLE AND LOCATE EXISTING LINE BEFOREANY WATER LINE CONSTRUCTION BEGINS. CONTRACTOR SHALLCONFIRM WITH CARMEL WATER THAT LINE EXISTS AND IS INWORKING ORDER. UPON COMPLETION OF CONSTRUCTION, THECONTRACTOR SHALL SUBMIT AS-BUILTS FOR BOTH THE EXISTINGAND THE NEWLY CONSTRUCTED WATER SERVICE.ELECTRIC NOTES:COORDINATE AND CONNECT BUILDING ELECTRICAL SERVICE FROMDROP LOCATION TO TRANSFORMER. COORDINATE CONNECTIONLOCATION AND SERVICE LINE ROUTE WITH POWER COMPANY ANDELECTRICAL DRAWINGS. ADJUST AS REQUIRED. REFER TO BUILDINGELECTRICAL DRAWINGS FOR SERVICE REQUIREMENTS.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 LINE FROMSERVICE CONNECTION TO BUILDING. COORDINATE CONNECTIONLOCATION AND SERVICE LINE ROUTE WITH SERVICE PROVIDER ANDBUILDING ELECTRICAL DRAWINGS. ADJUST AS REQUIRED. REFER TOBUILDING ELECTRICAL DRAWINGS FOR SERVICE REQUIREMENTS.BUILDING COMMUNICATION LINE POINT OF CONNECTION.COORDINATE CONNECTION WITH SERVICE PROVIDER COMPANY ANDELECTRICAL DRAWINGS. ADJUST AS REQUIRED.GAS SERVICE NOTES:EXISTING GAS LINE NOT LOCATED. COORDINATE WITH SERVICEPROVIDER FOR LOCATION OF NEW TAP. ADJUST SERVICE LINE ROUTEAS REQUIRED.PROPOSED GAS METER LOCATION. REFER TO PLUMBING DRAWINGSAND COORDINATE WITH SERVICE PROVIDER.W4W2W3SS3SS2W1E1E2C1G1SS1W5W6W7W8W9W10ORNAMENTAL LIGHTUTILITY POLEUTILITY POLE W/ TRANSFORMERTRANSFORMERRIGHT OF WAY LINEBOUNDARY LINEFIRE DEPT HOOKUPFIRE HYDRANTWATER METERWATER VALVEGAS METERELECTRIC METERCURB INLETSQUARE INLETSTORM MANHOLESANITARY SEWER CLEANOUTSANITARY SEWER MANHOLEPARKING LOT LIGHT (2 HEAD)R/W RIGHT OF WAYESMTEASEMENTD.&U.E.DRAINAGE AND UTILITY EASEMENTFFE FINISH FLOOR ELEVATIONRCP REINFORCED CONCRETE PIPEPVC POLYVINYL CHLORIDE PIPESSDSUB SURFACE DRAIN PIPESTMSTORMSANSANITARYSTRSTRUCTURECOCLEANOUTBLBUILDING SETBACK LINEUTILITY PLAN LEGENDUTILITIESABBREVIATIONSLINE TYPESEXISTING SANITARY SEWER MAINSTORM SEWER MAINUNDERGROUND GASUNDERGROUND WATERAERIAL ELECTRICUNDERGROUND ELECTRICUNDERGROUND COMMUNICATIONSOVERHEAD UTILITYGGGWWE(A)E(A)EEECCCOHUOHUSANITARY SEWER LATERALSANSANSUB SURFACE DRAINC2G2E3EXISTINGSANITARY SEWERMAIN DATA TABLESS4SS5W11109a b c d8 76e f g h 1098765432Part of the NW/4 of Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana1PREPARED FOR:PROJECT NO.SHEET NO.a b c d 5432e 1f h SUBMITTAL TO CITY OF CARMEL 03.20.2024 TAS RESUBMITTAL TO CITY OF CARMEL 05.15.2024 TAS RESUBMITTAL TO CITY OF CARMEL 06.04.2024 TAS g ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SM 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 14528 S. Outer 40 Road, Suite 444 Chesterfield, Missouri 63017 weihe.net Build with confidence.SM ENGINEERS 314 | 343 - 2211 800 | 452 - 6408 W E I H E Land Surveying | Civil Engineering Landscape Architecture06/13/2024PROJECT NO.:REVISIONS AND ISSUES DATE BY DWG NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE:WSNEKnow what'sbelow.before you dig.CallRPLAN CERTIFICATE NOTE:ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORMSEWERS AND ALL OTHER EXISTING CONDITIONS ITEMSWERE PREPARED BY SCHNEIDER CORP., JOB# 11453.001, DATED: 01/11/2019STEVEN SCOTT RUCKER P.E. 11300279APPROVAL PENDINGN O T F O R C O N S T R U C T I O N RESUBMITTAL TO CITY OF CARMEL 06.13.2024 TAS SS6W220592-C800 util C800UTILITY PLANW22.0592TAS W22.0592 03.20.2024 SSR SSR COURTYARD BY MARRIOTT 13285 ILLINOIS ST., CARMEL, IN 46032 EXISTING STORM SEWER MAINSS7-NOTE-ALL ONSITE STORM SEWERS WILL BE PRIVATE.