HomeMy WebLinkAboutC010.1 - GENERAL NOTES, LEGEND, ABBREVIATIONSDRAWING NO.C1.1N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C0.0 COVER.dwg3/25/2019DESCRIPTIONDATENO.
R E V I S I O N S
PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
ORIGINAL ISSUE DATE:18414 DECEMBER 14, 2018
JOR
PLD
JOR
CARMEL INDIANA
GENERAL NOTES, LEGEND AND
ABBREVIATIONS
ESTATES AT TOWNE MEADOW
DESCRIPTIONDATENO.
619 N Pennsylvania St
Indianapolis, IN 46204
317.423.0690 phone
www.v3co.com
XXW GT/EETBENCHMARKEASEMENT LINEFENCE LINECENTERLINEPROPERTY CORNERUNDERGROUND TELEPHONE& ELECTRIC DUCT BANKBURIED CABLE-TELEPHONESOIL BORINGTELEPHONE MANHOLECONTOURSPOT ELEVATIONWATER MAINGAS MAINCURB INLETUTILITY STUB POST INDICATOR VALVETHRUST BLOCKCONCRETE HEADWALLFLARED END SECTION (F.E.S.)SUBMERGED HEADWALLGUY WIRESFLOOD LIGHTFIRE HYDRANTLIGHT STANDARDIRRIGATION HEADSSIGNUTILITY POLEUTILITY TO BE ABANDONEDFEATURE TO BE REMOVEDDESCRIPTIONSTORMWATER FLOW DIRECTIONSANITARY SEWERSTORM SEWERSILT FENCEWATER MAIN PROTECTIONRAILROAD TRACKSGUARDRAILHAND HOLEGATE VALVE IN VALVE VAULTREVISION DELINEATIONSTORMWATER OVERFLOW ROUTEVALVE IN VALVE BOX DRAINAGE STRUCTURE WITH OPEN LIDSANITARY FORCE MAINPROPERTY LINE (EXTERIOR)LOT LINE (INTERIOR)TREETREE LINETRAFFIC SIGNAL POLETELEPHONE PEDESTALTRANSFORMER PADUTILITY STRUCTURE WITH CLOSED LIDRIGHT-OF-WAY LINEMONITORING WELLCONSTRUCTION LIMIT LINEREVERSE PITCHED CURBRETAINING WALLTREE PROTECTION FENCECURB & GUTTERDEPRESSED CURB & GUTTERDITCH CHECKBURIED CABLE-ELECTRICTOP OF CURB ELEVATIONEDGE OF PAVEMENT ELEVATIONUTILITY CROSSING LABELRIP RAPBOLLARDBACK OF CURBCATCH BASINFIRE HYDRANTBACK TO BACK OF CURBB/CB-BBMCURB AND GUTTERC & GCBDRAWINGDIWMDUCTILE IRON WATER MAINDIAMETERF/GFINISHED GRADEF-FFACE TO FACE OF CURBF/LFHFESFLOW LINEFLARED END SECTIONGGV/VBGV/VVHDPEHORIZONTALHPHWLIEHIGH POINTHIGH WATER LEVELINVERT ELEVATIONINLETLPLLEFTMHMANHOLENWLNORMAL WATER LEVELPCCPIPRCPOINT OF INTERSECTIONPOINT OF REVERSE CURVATUREPOINT OF TANGENCYPROPERTY LINEPOINT OF CURVATUREPOINT OF VERTICAL INTERSECTIONPVCPTPLPCPVIRRIGHT OF WAYSFMSHTSANITARY FORCE MAINSHEETSTATIONSTORM MANHOLESUBMERGED HEADWALLSHWSTMHSSANSMHSANITARYSANITARY MANHOLETT.C.T/PTOP OF PIPETYPTYPICALVERTICALWATER MAINWMELEVATIONEJEXPANSION JOINTPPPOWER POLEPORTLAND CEMENT CONCRETEVCVERTICAL CURVEENNORTHPOINT OF VERTICAL CURVATUREOR POLYVINYL CHLORIDE PIPESLOPE OR SOUTHW WESTOLOPEN LIDF & GFRAME & GRATETYTYPECLCLOSED LIDPUBLIC UTILITY EASEMENTEAST OR ELECTRIC OR EDGEE/PEDGE OF PAVEMENTEXISTINGFINISHED FLOORGAS LINEHDWHEADWALLGATE VALVE IN VALVE BOXGATE VALVE IN VALVE VAULTHIGH DENSITY POLYETHYLENE PIPERCPREINFORCED CONCRETE PIPESTTANGENT LENGTH OR TELEPHONELFLINEAL FEETSFSILTATION FENCELOW POINT OR LIGHT POLEBV/VVBUTTERFLY VALVE IN VALVE VAULTBLDGBUILDINGINCLDIPDUCTILE IRON PIPEEX.PGLPROFILE GRADE LINEPVTPOINT OF VERTICAL TANGENCYRADIUS, RIM OR RIGHTCENTERLINENOT IN CONTRACT / NOT INCLUDEDTOP OF CURB / TOP OF CASTING STORM STRUCTURE OR STORM SEWERHDCPHANDICAPON CENTERUPUTILITY POLEMWMONITORING WELLT/WTOP OF WALLMATCH EXISTINGF & OLF & CLFRAME & CLOSED LIDFRAME & OPEN LIDCOCLEAN OUTB/PBOTTOM OF PIPEAARC LENGTHOR POINT OF COMPOUND CURVEVERTSTADIADWGELEVFFHORMENICOCPUEROW710706.0782.62782.12SFCLLVCPVITRIFIED CLAY PIPEC01PROPOSEDEXISTINGATLAS LOCATED UTILITYLEGENDABBREVIATIONSGENERAL NOTES1.EXISTING SITE TOPOGRAPHY, UTILITIES, RIGHT-OF-WAY ANDHORIZONTAL CONTROL SHOWN ON THE DRAWINGS WEREOBTAINED FROM A SURVEY PREPARED BY:SEA GROUP494 GRADLE DRIVECARMEL, IN 46032COPIES OF THE SURVEY ARE AVAILABLE FROM THESURVEYOR. SITE CONDITIONS MAY HAVE CHANGED SINCE THESURVEY WAS PREPARED. CONTRACTORS TO VISIT SITE TOFAMILIARIZE THEMSELVES WITH THE CURRENT CONDITIONS.2.ALL EXISTING TOPOGRAPHY, UNDERGROUND UTILITIES,STRUCTURES AND ASSOCIATED FACILITIES SHOWN ON THESEDRAWINGS HAVE BEEN PLOTTED FROM AVAILABLE SURVEYSAND RECORDS. THEREFORE, THEIR LOCATIONS ANDELEVATIONS MUST BE CONSIDERED APPROXIMATE ONLY.THERE MAY BE OTHER FACILITIES, THE EXISTENCE OF WHICHARE NOT PRESENTLY KNOWN.3.CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES ANDFACILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIESPRIOR TO ORDERING MATERIAL AND STARTING WORK.4.ALL APPLICABLE PROVISIONS OF THE CURRENTOCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREININCORPORATED BY REFERENCE.5.THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNINGREGULATIONS AND SHALL OBTAIN ALL NECESSARY PUBLICAGENCY PERMITS PRIOR TO STARTING WORK. THECONTRACTOR, BY USING THESE PLANS FOR THEIR WORK,AGREE TO HOLD HARMLESS V3 COMPANIES LTD., THEMUNICIPALITY, THEIR EMPLOYEES AND AGENTS AND THEOWNER WHILE ACTING WITHIN THE SCOPE OF THEIR DUTIESFROM AND AGAINST ANY AND ALL LIABILITY, CLAIMS,DAMAGES, AND THE COST OF DEFENSE ARISING OUT OFCONTRACTOR(S) PERFORMANCE OF THE WORK DESCRIBEDHEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THEOWNER, HIS AGENTS, THE ENGINEER, HIS EMPLOYEES ANDAGENTS.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGALL REQUIRED PERMITS FOR CONSTRUCTION ALONG ORACROSS EXISTING STREETS OR HIGHWAYS. CONTRACTORSHALL MAKE ARRANGEMENTS FOR THE PROPER BRACING,SHORING AND OTHER REQUIRED PROTECTION OF ALLROADWAYS BEFORE CONSTRUCTION BEGINS. CONTRACTORSHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE STREETSOR ROADWAYS AND ASSOCIATED STRUCTURES AND SHALLMAKE REPAIRS AS NECESSARY TO THE SATISFACTION OF THEOWNER OF THE ROADWAY.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEINSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS,TRAFFIC CONTROL DEVICES AND WARNING DEVICES TOINFORM AND PROTECT THE PUBLIC DURING ALL PHASES OFCONSTRUCTION. BARRICADES AND WARNING SIGNS SHALL BEPROVIDED IN ACCORDANCE WITH THE INDOT STANDARDSPECIFICATIONS. ALL TRAFFIC CONTROL WORK SHALL BEDONE IN ACCORDANCE WITH THE "MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES."8.EXCEPT WHERE MODIFIED BY THE CONTRACT DOCUMENTS,ALL WORK PROPOSED HEREON SHALL BE IN ACCORDANCEWITH THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBYMADE A PART HEREOF:a."STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION" AS PREPARED BY INDOT, LATEST EDITION.b.”RECOMMENDED STANDARDS FOR WATER WORKS" LATESTEDITION.c."RECOMMENDED STANDARDS FOR WASTEWATERFACILIITIES"LATEST EDITION..d.THE LATEST EDITIONS OF THE MUNICIPAL CODE ANDSTANDARDS OF THE CITY OF CARMEL.e.THE NATIONAL ELECTRIC CODE.f.THE INDIANA ACCESSIBILITY CODE.g.CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD)REQUIREMENTS AS PUBLISHED BY THE IEPA. TESTING OFSOILS BEING EXPORTED FROM THE SITE AND APPROPRIATEDISPOSAL SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.IN THE EVENT OF CONFLICTING SPECIFICATIONS WITH REGARDTO SITE WORK ISSUES DESIGNED BY THE ENGINEER, THEMORE STRINGENT REQUIREMENT SHALL GOVERN.9.THE CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVINGJURISDICTION AT LEAST 48 HOURS PRIOR TO COMMENCINGANY WORK AND FOR ANY NEW CONSTRUCTION REQUIRINGINSPECTION.10.ALL TREES TO BE SAVED SHALL BE IDENTIFIED PRIOR TOCONSTRUCTION AND SHALL BE PROTECTED PER INDOTSTANDARDS. THE RIGHT-OF-WAY LINE AND LIMITS OF THECONTRACTOR'S OPERATIONS SHALL BE CLEARLY DEFINEDTHROUGHOUT THE CONSTRUCTION PERIOD. ALL TREESIDENTIFIED TO REMAIN SHALL BE PROTECTED FROM DAMAGEINCLUDING TRUNKS, BRANCHES AND ROOTS. NO EXCAVATING,FILLING OR GRADING IS TO BE DONE INSIDE THE DRIP LINE OFTREES UNLESS OTHERWISE INDICATED.11.CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BEPROTECTED IN SUCH A WAY AS TO PREVENT ACCUMULATIONOF MUD OR SOIL ON PUBLIC THOROUGHFARES. AT THE END OFEACH DAY AND AS OFTEN AS OTHERWISE NECESSARY THECONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HASBEEN TRACKED ONTO PUBLIC STREETS AS REQUIRED BY THEAUTHORITIES HAVING JURISDICTION AND AS DETAILED IN THESTORM WATER POLLUTION PREVENTION PLAN, SHEET 3.4.12.THE CONTRACTOR SHALL PROVIDE FOR THE SAFE ANDORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANS WHEREHIS/HER OPERATIONS ABUT PUBLIC THOROUGHFARES ANDADJACENT PROPERTY IN ACCORDANCE WITH THE CITY OFCARMEL MUNICIPAL CODE AND INDOT REQUIREMENTS.13.NO HOLES ARE TO BE LEFT OPEN IN THE PAVEMENT ORPARKWAY OVER A HOLIDAY, WEEKEND OR AFTER 3:00 P.M. ONTHE DAY PRECEDING A HOLIDAY OR A WEEKEND.14.ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVEDSHALL BE SAWCUT ALONG LIMITS OF PROPOSED REMOVALBEFORE COMMENCEMENT OF PAVEMENT REMOVAL.15.REMOVED PAVEMENT, SIDEWALK, CURB AND GUTTER, ETC.SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR ASPART OF THE BASE CONTRACT.16.NO BURNING OR INCINERATION OF RUBBISH WILL BEPERMITTED ON SITE.17.FOR REGULATED UTILITY LOCATIONS, THE CONTRACTORSHALL CONTACT INDIANA811 AT 811 OR 800-382-5544. LOCALGOVERNMENT AGENCIES SHOULD BE CONTACTED BY THECONTRACTOR FOR LOCATION OF ALL NONREGULATED UTILITYLOCATIONS. CALL FOR LOCATES AT LEAST 48 HOURS INADVANCE OF CONSTRUCTION.18.BEFORE EXCAVATING OVER OR ADJACENT TO ANY EXISTINGUTILITIES, CONTRACTOR SHALL NOTIFY THE OWNER OF SUCHUTILITIES TO ENSURE THAT PROTECTIVE WORK WILL BECOORDINATED AND PERFORMED BY THE CONTRACTOR INACCORDANCE WITH THE REQUIREMENTS OF THE OWNER OFTHE UTILITY INVOLVED. IF ANY EXISTING SERVICE LINES,UTILITIES AND UTILITY STRUCTURES WHICH ARE TO REMAIN INSERVICE ARE UNCOVERED OR ENCOUNTERED DURING THISOPERATION, THEY SHALL BE SAFEGUARDED, PROTECTEDFROM DAMAGE AND SUPPORTED IF NECESSARY.19.THE CONTRACTOR IS RESPONSIBLE FOR HAVING A SET OF"APPROVED" ENGINEERING PLANS WITH THE LATEST REVISIONDATE ON THE JOB SITE PRIOR TO THE START OFCONSTRUCTION.20.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION ANDSEDIMENTATION CONTROL AS DETAILED IN THE STORM WATERPOLLUTION PREVENTION SHEET 3.3.21.ALL CURB RADII REFER TO BACK OF CURB.22.ANY AREAS THAT ARE DISTURBED DURING CONSTRUCTIONSHALL BE RESTORED IN CONFORMANCE WITH THEREQUIREMENTS OF THE AUTHORITY HAVING JURISDICTIONAND SHALL BE INCIDENTAL TO THE CONTRACT.23.STREET PAVING AND CURBS TO REMAIN SHALL BE PROTECTEDFROM DAMAGE AND IF DAMAGED, SHALL BE REPLACEDPROMPTLY IN CONFORMANCE WITH THE MUNICIPALITY ORINDOT STANDARD SPECIFICATIONS IN MATERIALS ANDWORKMANSHIP.24.PROPOSED ELEVATIONS INDICATE FINISHED CONDITIONS. FORROUGH GRADING ELEVATIONS ALLOW FOR THICKNESS OFPROPOSED PAVING (ROADS, WALKS, DRIVES, ETC.) ORTOPSOIL AS INDICATED ON DRAWINGS.25.CAD FILES ARE AVAILABLE FOR CONSTRUCTION LAYOUT UPONREQUEST.26.BACKFILL SHALL BE PLACED NEXT TO THE CURB AS SOON ASPERMISSIBLE AFTER CONSTRUCTION TO PREVENT SCOURINGAND UNDERCUTTING BY STORM WATER RUNOFF.27.BUTT JOINTS SHALL BE PROVIDED WHEREVER NEW PAVEMENTABUTS EXISTING PAVEMENT. ALL BUTT JOINTS SHALL BECONSTRUCTED BY MILLING AND SHALL BE CONSIDEREDINCIDENTAL TO THE COST OF THE BITUMINOUS SURFACECOURSE.28.WHEN AN EXISTING DRAINAGE ROUTE, EITHER A STORMSEWER OR WATERWAY, IS INTERRUPTED DUE TOCONSTRUCTION, THE DRAINAGE ROUTE SHALL BEREESTABLISHED TO ORIGINAL CONDITIONS BY THE END OFTHE SAME WORK DAY. POSITIVE DRAINAGE MUST BEMAINTAINED AT ALL TIMES DURING CONSTRUCTION.29.PROVIDE SMOOTH VERTICAL CURVES THROUGH HIGH ANDLOW POINTS INDICATED BY SPOT ELEVATIONS. PROVIDEUNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES.AVOID RIDGES AND DEPRESSIONS.30.FINAL ADJUSTMENT OF FIRE HYDRANTS, VALVE VAULTS ANDMANHOLES TO FINISHED GRADE ARE INCIDENTAL TO THEIRCOST.31.ANY EXISTING UTILITY STRUCTURES REQUIRING ADJUSTMENTARE TO BE ADJUSTED OR RECONSTRUCTED BY THECONTRACTOR TO THE UTILITY OWNER'S SATISFACTION.ADJUSTMENTS OR RECONSTRUCTIONS NOT CALLED FOR ONTHE PLANS SHALL BE CONSIDERED INCIDENTAL TO THECONTRACT.32.ALL UTILITY CONNECTIONS TO EXISTING LINES SHALL BECONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS ANDTO THE SATISFACTION OF THE UTILITY OWNER.33.PROVIDE TRENCH BACKFILL IN ACCORDANCE WITH THE CITYOF CARMEL STARDARD DRAWING 10.31 ON SHEET C8.2.BACKFILL SHALL BE PLACED AND COMPACTED PER THEMUNICIPALITY AND INDOT SPECIFICATIONS. COST OFBACKFILL IS TO BE CONSIDERED INCIDENTAL TO THE UTILITYWORK.34.ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED ATTHE CONTRACTOR'S EXPENSE.35.PRIOR TO DEMOBILIZATION, ALL WORK SHALL BE CLEANEDAND INSPECTED TO THE SATISFACTION OF THE AUTHORITYHAVING JURISDICTION. THE COST OF THIS WORK SHALL BECONSIDERED INCIDENTAL TO THE CONTRACT.36.THE GENERAL CONTRACTOR SHALL COORDINATE WITHUTILITY COMPANIES TO PROVIDE CABLE TV, PHONE, ELECTRIC,GAS AND IRRIGATION SERVICES. GENERAL CONTRACTORSHALL BE RESPONSIBLE FOR SECURING SITE LAYOUTS FORTHESE UTILITIES AND SHALL COORDINATE AND PROVIDECONDUIT CROSSINGS AS REQUIRED. THIS COORDINATIONSHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. ANYCONFLICTS IN UTILITIES SHALL BE CORRECTED BY THEGENERAL CONTRACTOR AT NO ADDITIONAL COST TO THEOWNER.37.BAND-SEAL CONNECTORS OR EQUIVALENT SHALL BE USED TOJOIN PIPES OF DISSIMILAR MATERIAL.38.CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ALLCONSTRUCTION IN CONFORMANCE WITH ALL MUNICIPAL ANDCLIENT REQUIREMENTS FOR USE IN PREPARING RECORDDRAWINGS.39.THE SUBCONTRACTOR SHALL INSTALL A 2”x4”x6' POSTADJACENT TO THE TERMINUS OF UTILITY MAINS AND SERVICELINES. POSTS SHALL BE MARKED IN ACCORDANCE WITH THECITY OF CARMEL STANDARDS.40.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERINGANY EXCAVATION. ANY DEWATERING REQUIRED SHALL BEINCIDENTAL TO THE CONTRACT.41.COPIES OF SOILS INVESTIGATION REPORTS MAY BE OBTAINEDFROM THE OWNER. ANY BRACING, SHEETING OR SPECIALCONSTRUCTION METHODS REQUIRED IN ORDER TO INSTALLTHE PROPOSED IMPROVEMENTS SHALL BE CONSIDEREDINCIDENTAL TO THE COST OF THE PROJECT. ANY ADDITIONALSOILS DATA NEEDED TO CONFIRM THE CONTRACTOR'SOPINIONS OF THE SUBSOIL CONDITIONS SHALL BE DONE ATTHE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALLOBTAIN THE OWNER'S WRITTEN AUTHORIZATION TO ACCESSTHE SITE TO CONDUCT A SUPPLEMENTAL SOILSINVESTIGATION.42.ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTIONOPERATIONS SHALL BE CONNECTED TO THE PROPOSEDSTORM SEWER OR EXTENDED TO OUTLET INTO A PROPOSEDDRAINAGE WAY AS DETERMINED BY THE ENGINEER. IF THISCANNOT BE ACCOMPLISHED, THEN IT SHALL BE REPAIREDWITH NEW PIPE OF SIMILAR SIZE AND MATERIAL TO THEORIGINAL LINE AND PUT IN ACCEPTABLE OPERATIONALCONDITION. A RECORD OF THE LOCATION OF ALL FIELD TILEFOR ON-SITE DRAIN PIPE ENCOUNTERED SHALL BE KEPT BYTHE SUBCONTRACTOR AND SUBMITTED TO THE ENGINEERUPON COMPLETION OF THE PROJECT. ALL FIELD TILE REPAIRSSHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACTAND NO ADDITIONAL COMPENSATION WILL BE PROVIDED.43.THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THECONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESOR PROCEDURES, TIME OF PERFORMANCE, PROGRAMS ORFOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTIONOF HIS/HER WORK IN ACCORDANCE WITH THE CONTRACTDOCUMENTS AND SPECIFICATIONS.44.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES ANDBRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT AREINDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TOIMPROVE OR REPLACE ANY DRAINAGE STRUCTURES ANDBRIDGES AS NECESSARY OR AS REQUESTED BY THE CITY TOACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES,MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTSTO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVEOR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILLBE BORNE BY THE DEVELOPER.PROPOSED SWALERIM ELEVATIONR 706.0BUCKEYE HIGH PRESSURE PETROLEUM PIPELINEUTILITIES LISTSANITARYGASWATERELECTRICTRICO REGIONAL SEWER UTILITYCONTACT PERSON: RYAN HARTMANPHONE NUMBER: 317-844-9200VECTREN GASCONTACT PERSON: JOANIE CLARKPHONE NUMBER: 317-447-2351CARMEL WATERCONTACT PERSON: STEVE COOKPHONE NUMBER: 317-733-2855DUKE ENERGYCONTACT PERSON: JESSICA HERRINGTONPHONE NUMBER: 317-776-5365BUCKEYE PARTNERSCONTACT PERSON: ROY BAUERPHONE NUMBER: 317-370-3013PANHANDLE EASTERN PIPELINECONTACT PERSON: TROY YACKLEPHONE NUMBER: 317-733-3213*DENOTES ADA COMPLIANT RAMP