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Home My WebLink AboutC800 UTILITY PLANSTM STMST M WWWWWWWWWWWWWWWWCCCCCCCCCCCCCCGGGW W W W W W W WPROPOSED BU ILD INGGFA=31,808 SFFFF=889.40M.F .P .G .=887 .13M.L .A .G .=888 .40CCCCCCCCCCCCEEW W W W WSTMSTM STM STMSTMSTMSTMSTMSTM STM STM STM POND N.P. = 883.00 100 YR. = 887.13 T.O.B. = 887.13 POND N.P. = 879.00 100 YR. = 883.67 T.O.B. = 888.67 D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD D D DD DDDD D D D D D DDDD DDDDDEEEEEEEECONTRACTOR TO INVESTIGATE PIPE TO DETERMINE THE EXTENTS. PIPE TO BE REMOVED IF DRAINING ON SITE WATER. PIPE TO BE TIED INTO STORM SYSTEM IF DRAINING OFF-SITE WATER. NO PIPES TO RUN UNDER PROPOSED BUILDING. W W W W WWC CCCCEEEEW W W W WWSTMSTMSTMSTMSTMGENERAL 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. 23.PROVIDE 18" MINIMUM VERTICAL CLEARANCE BETWEEN SANITARY/WATER/STORM SEWER PIPES AND ALL OTHER PIPES. INSTALL CONCRETE CRADLE IF CLEARANCE IS LESS THAN 18". 24.ALL DETAILS & SPECS FOR WATER NEED TO BE CARMEL UTILITY DETAILS AND SPECS. 25.ANY EXISTING FIELD TILE ENCOUNTERED DURING THE CONSTRUCTION SHALL BE ALSO INCORPORATED INTO THE PROPOSED STORMWATER DRAINAGE SYSTEM OR TIED TO AN ACCEPTABLE OUTLET. UTILITY PLAN NOTES SANITARY SEWER NOTES CONNECT PROPOSED 6" SANITARY SEWER LATERAL TO EXISTING SANITARY SEWER MANHOLE. CORE DRILL MANHOLE THROUGH BENCH TO CREATE LATERAL BENCH FLOW LINE. EXISTING 8" SANITARY SEWER. PROPOSED SANITARY LATERAL CLEANOUT TYPE 1 (IN LANDSCAPE AREAS WITHIN 3' OF BUILDING). REFER TO DETAIL ON SHEET C801. PROPOSED SANITARY LATERAL CLEANOUT TYPE 3 (IN NON-PAVED AREAS ONLY). REFER TO DETAIL ON SHEET C801. PROVIDE 18" MINIMUM VERTICAL CLEARANCE BETWEEN SANITARY/WATER/STORM SEWER PIPES AND ALL OTHER PIPES. INSTALL CONCRETE CRADLE IF CLEARANCE IS LESS THAN 18" CONNECT 6" SANITARY TO BUILDING. COORDINATE CONNECTION WITH MEP. PROPOSED SANITARY LATERAL CLEANOUT TYPE 2. REFER TO DETAIL ON SHEET C801. WATER SERVICE NOTES: COORDINATE AND CONNECT 6" WATER SERVICE LINE TO EXISTING WATER MAIN. WET TAP REQUIRED PER CARMEL UTILITY STANDARDS. WATER LINE TO BE INSTALLED PER CARMEL UTILITY STANDARDS. COORDINATE CONNECTION OF 112" DOMESTIC SERVICE LINE AND 6" FIRE SERVICE LINE WITH PLUMBING DRAWINGS. COORDINATE CONNECTION AND LOCATION OF DOMESTIC METER 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 C801. THIS WILL BE PRIVATE. PROPOSED POST INDICATOR VALVE (PIV). PROPOSED FIRE DEPARTMENT CONNECTION 5" STORZ. PROPOSED 6" PVC FIRE SERVICE LINE. PROPOSED 11 2" DOMESTIC SERVICE LINE PROPOSED 11 2" VALVE PROPOSED 6" WATER LINE TO FIRE DEPARTMENT CONNECTION. 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. PROPOSED TRANSFORMER PAD LOCATION. COORDINATE WITH UTILITY PROVIDER IF A NEW TRANSFORMER IS REQUIRED. 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. [4"] PVC CONDUIT TO BE INSTALLED WITH PULL STRINGS. CONTRACTOR TO PROVIDE #6 GROUND WIRE AT THE D-MARC LOCATION. COORDINATE CONNECTION WITH SITE DRAWINGS AND SERVICE PROVIDER. W4 W2 W3 SS3 SS2 W1 SS4 E1 E2 C1 SS5 SS1 W5 W6 W7 W8 W9 C800UTILITY PLANELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT GENERATOR STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL RIGHT OF WAY LINE FENCE GUARD RAIL BOUNDARY LINE FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER LIQUID PROPANE GAS TANK MONITORING WELL TRAFFIC SIGNAL POLE TRAFFIC SIGNAL DOWN SPOUT COMMUNICATIONS RISER STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT LIFT STATION SANITARY SEWER MANHOLE SANITARY STUB MARKER SEPTIC TANK PARKING LOT LIGHT (1 HEAD) DISTRIBUTION BOX ROW RIGHT OF WAY ESMT EASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION TOC TOP OF CASTING CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY 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 FLOW LINE SANITARY SEWER MAIN STORM SEWER MAIN UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN G G G W W E(A)E(A) E E E C C C C(A)C(A) OHU OHU FM FM AERIAL FIBER OPTIC CABLEFO(A)FO(A) UNDERGROUND FIBER OPTICFOFO SANITARY SEWER LATERALSANSAN ROOF DRAINSTMSTM SUB SURFACE DRAIN C2 E3 REVISIONS AND ISSUESPart of the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaW18.0330PREPARED FOR:10255 COMMERCE DRIVEPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:MLTDESIGNED BY:DWG NAME:PROJECT NO.:W18.0330DATEBY03.31.2019MLTDATE:RLWKnow what's below. before you dig.Call R LINK OFFICE SUITESSUBMITTAL TO CARMEL ADLS/DP09.21.2018MLTW S N E STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 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.SMREVISED FOR TAC COMMENTS11.21.2018MLTREVISED FOR TAC COMMENTS12.05.2018MLTREVISED FOR TAC COMMENTS01.02.2019RLWREVISED FOR TAC COMMENTS01.08.2019RLWREVISED SANITARY SEWER LATERAL03.13.2019RLWFINAL CONSTRUCTION PLANS03.31.2019RLW03.31.2019 SS6 W10 SS7 W11