Loading...
HomeMy WebLinkAboutC010.1 - GENERAL NOTES, LEGEND, ABBREVIATIONSDRAWING NO. C1.1 N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C0.0 COVER.dwg 3/25/2019DESCRIPTIONDATENO. R E V I S I O N SPROJECT NO.:PROJECT MANAGER:DRAWN BY:DESIGNED BY:ORIGINAL ISSUE DATE:18414DECEMBER 14, 2018JORPLDJORCARMEL INDIANAGENERAL NOTES, LEGEND ANDABBREVIATIONSESTATES AT TOWNE MEADOWDESCRIPTIONDATE NO. 619 N Pennsylvania StIndianapolis, IN 46204317.423.0690 phonewww.v3co.comX X W G T/E E T BENCHMARKEASEMENT LINE FENCE LINE CENTERLINE PROPERTY CORNER UNDERGROUND TELEPHONE & ELECTRIC DUCT BANK BURIED CABLE-TELEPHONE SOIL BORING TELEPHONE MANHOLE CONTOUR SPOT ELEVATION WATER MAIN GAS MAIN CURB INLET UTILITY STUB POST INDICATOR VALVE THRUST BLOCK CONCRETE HEADWALL FLARED END SECTION (F.E.S.) SUBMERGED HEADWALL GUY WIRES FLOOD LIGHT FIRE HYDRANT LIGHT STANDARD IRRIGATION HEADS SIGN UTILITY POLE UTILITY TO BE ABANDONED FEATURE TO BE REMOVED DESCRIPTION STORMWATER FLOW DIRECTION SANITARY SEWER STORM SEWER SILT FENCE WATER MAIN PROTECTION RAILROAD TRACKS GUARDRAIL HAND HOLE GATE VALVE IN VALVE VAULT REVISION DELINEATION STORMWATER OVERFLOW ROUTE VALVE IN VALVE BOX DRAINAGE STRUCTURE WITH OPEN LID SANITARY FORCE MAIN PROPERTY LINE (EXTERIOR) LOT LINE (INTERIOR) TREE TREE LINE TRAFFIC SIGNAL POLE TELEPHONE PEDESTAL TRANSFORMER PAD UTILITY STRUCTURE WITH CLOSED LID RIGHT-OF-WAY LINE MONITORING WELL CONSTRUCTION LIMIT LINE REVERSE PITCHED CURB RETAINING WALL TREE PROTECTION FENCE CURB & GUTTER DEPRESSED CURB & GUTTER DITCH CHECK BURIED CABLE-ELECTRIC TOP OF CURB ELEVATION EDGE OF PAVEMENT ELEVATION UTILITY CROSSING LABEL RIP RAP BOLLARD BACK OF CURB CATCH BASIN FIRE HYDRANT BACK TO BACK OF CURB B/C B-B BM CURB AND GUTTERC & G CB DRAWING DIWM DUCTILE IRON WATER MAIN DIAMETER F/G FINISHED GRADE F-F FACE TO FACE OF CURB F/L FH FES FLOW LINE FLARED END SECTION G GV/VB GV/VV HDPE HORIZONTAL HP HWL IE HIGH POINT HIGH WATER LEVEL INVERT ELEVATION INLET LP L LEFT MH MANHOLE NWL NORMAL WATER LEVEL PCC PI PRC POINT OF INTERSECTION POINT OF REVERSE CURVATURE POINT OF TANGENCY PROPERTY LINE POINT OF CURVATURE POINT OF VERTICAL INTERSECTION PVC PT PL PC PVI R RIGHT OF WAY SFM SHT SANITARY FORCE MAIN SHEET STATION STORM MANHOLE SUBMERGED HEADWALLSHW STMH S SAN SMH SANITARY SANITARY MANHOLE T T.C. T/P TOP OF PIPE TYP TYPICAL VERTICAL WATER MAINWM ELEVATION EJ EXPANSION JOINT PP POWER POLE PORTLAND CEMENT CONCRETE VC VERTICAL CURVE E N NORTH POINT OF VERTICAL CURVATURE OR POLYVINYL CHLORIDE PIPE SLOPE OR SOUTH W WEST OL OPEN LID F & G FRAME & GRATE TY TYPE CL CLOSED LID PUBLIC UTILITY EASEMENT EAST OR ELECTRIC OR EDGE E/P EDGE OF PAVEMENT EXISTING FINISHED FLOOR GAS LINE HDW HEADWALL GATE VALVE IN VALVE BOX GATE VALVE IN VALVE VAULT HIGH DENSITY POLYETHYLENE PIPE RCP REINFORCED CONCRETE PIPE ST TANGENT LENGTH OR TELEPHONE LF LINEAL FEET SF SILTATION FENCE LOW POINT OR LIGHT POLE BV/VV BUTTERFLY VALVE IN VALVE VAULT BLDG BUILDING IN CL DIP DUCTILE IRON PIPE EX. PGL PROFILE GRADE LINE PVT POINT OF VERTICAL TANGENCY RADIUS, RIM OR RIGHT CENTERLINE NOT IN CONTRACT / NOT INCLUDED TOP OF CURB / TOP OF CASTING STORM STRUCTURE OR STORM SEWER HDCP HANDICAP ON CENTER UP UTILITY POLE MW MONITORING WELL T/W TOP OF WALL MATCH EXISTING F & OL F & CL FRAME & CLOSED LID FRAME & OPEN LID CO CLEAN OUT B/P BOTTOM OF PIPE A ARC LENGTH OR POINT OF COMPOUND CURVE VERT STA DIA DWG ELEV FF HOR ME NIC OC PUE ROW 710 706.0 782.62 782.12 SF CLL VCP VITRIFIED CLAY PIPE C01 PROPOSED EXISTING ATLAS LOCATED UTILITY LEGEND ABBREVIATIONSGENERAL NOTES 1. EXISTING SITE TOPOGRAPHY, UTILITIES, RIGHT-OF-WAY AND HORIZONTAL CONTROL SHOWN ON THE DRAWINGS WERE OBTAINED FROM A SURVEY PREPARED BY: SEA GROUP 494 GRADLE DRIVE CARMEL, IN 46032 COPIES OF THE SURVEY ARE AVAILABLE FROM THE SURVEYOR. SITE CONDITIONS MAY HAVE CHANGED SINCE THE SURVEY WAS PREPARED. CONTRACTORS TO VISIT SITE TO FAMILIARIZE THEMSELVES WITH THE CURRENT CONDITIONS. 2. ALL EXISTING TOPOGRAPHY, UNDERGROUND UTILITIES, STRUCTURES AND ASSOCIATED FACILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. THEREFORE, THEIR LOCATIONS AND ELEVATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHER FACILITIES, THE EXISTENCE OF WHICH ARE NOT PRESENTLY KNOWN. 3. CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES AND FACILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL AND STARTING WORK. 4. ALL APPLICABLE PROVISIONS OF THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREIN INCORPORATED BY REFERENCE. 5. THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNING REGULATIONS AND SHALL OBTAIN ALL NECESSARY PUBLIC AGENCY PERMITS PRIOR TO STARTING WORK. THE CONTRACTOR, BY USING THESE PLANS FOR THEIR WORK, AGREE TO HOLD HARMLESS V3 COMPANIES LTD., THE MUNICIPALITY, THEIR EMPLOYEES AND AGENTS AND THE OWNER WHILE ACTING WITHIN THE SCOPE OF THEIR DUTIES FROM AND AGAINST ANY AND ALL LIABILITY, CLAIMS, DAMAGES, AND THE COST OF DEFENSE ARISING OUT OF CONTRACTOR(S) PERFORMANCE OF THE WORK DESCRIBED HEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THE OWNER, HIS AGENTS, THE ENGINEER, HIS EMPLOYEES AND AGENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR CONSTRUCTION ALONG OR ACROSS EXISTING STREETS OR HIGHWAYS. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE PROPER BRACING, SHORING AND OTHER REQUIRED PROTECTION OF ALL ROADWAYS BEFORE CONSTRUCTION BEGINS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE STREETS OR ROADWAYS AND ASSOCIATED STRUCTURES AND SHALL MAKE REPAIRS AS NECESSARY TO THE SATISFACTION OF THE OWNER OF THE ROADWAY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS, TRAFFIC CONTROL DEVICES AND WARNING DEVICES TO INFORM AND PROTECT THE PUBLIC DURING ALL PHASES OF CONSTRUCTION. BARRICADES AND WARNING SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH THE INDOT STANDARD SPECIFICATIONS. ALL TRAFFIC CONTROL WORK SHALL BE DONE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES." 8. EXCEPT WHERE MODIFIED BY THE CONTRACT DOCUMENTS, ALL WORK PROPOSED HEREON SHALL BE IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY MADE A PART HEREOF: a. "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS PREPARED BY INDOT, LATEST EDITION. b. ”RECOMMENDED STANDARDS FOR WATER WORKS" LATEST EDITION. c. "RECOMMENDED STANDARDS FOR WASTEWATER FACILIITIES"LATEST EDITION.. d. THE LATEST EDITIONS OF THE MUNICIPAL CODE AND STANDARDS 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 OF SOILS BEING EXPORTED FROM THE SITE AND APPROPRIATE DISPOSAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IN THE EVENT OF CONFLICTING SPECIFICATIONS WITH REGARD TO SITE WORK ISSUES DESIGNED BY THE ENGINEER, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 9. THE CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVING JURISDICTION AT LEAST 48 HOURS PRIOR TO COMMENCING ANY WORK AND FOR ANY NEW CONSTRUCTION REQUIRING INSPECTION. 10. ALL TREES TO BE SAVED SHALL BE IDENTIFIED PRIOR TO CONSTRUCTION AND SHALL BE PROTECTED PER INDOT STANDARDS. THE RIGHT-OF-WAY LINE AND LIMITS OF THE CONTRACTOR'S OPERATIONS SHALL BE CLEARLY DEFINED THROUGHOUT THE CONSTRUCTION PERIOD. ALL TREES IDENTIFIED TO REMAIN SHALL BE PROTECTED FROM DAMAGE INCLUDING TRUNKS, BRANCHES AND ROOTS. NO EXCAVATING, FILLING OR GRADING IS TO BE DONE INSIDE THE DRIP LINE OF TREES UNLESS OTHERWISE INDICATED. 11. CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BE PROTECTED IN SUCH A WAY AS TO PREVENT ACCUMULATION OF MUD OR SOIL ON PUBLIC THOROUGHFARES. AT THE END OF EACH DAY AND AS OFTEN AS OTHERWISE NECESSARY THE CONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HAS BEEN TRACKED ONTO PUBLIC STREETS AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND AS DETAILED IN THE STORM WATER POLLUTION PREVENTION PLAN, SHEET 3.4. 12. THE CONTRACTOR SHALL PROVIDE FOR THE SAFE AND ORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANS WHERE HIS/HER OPERATIONS ABUT PUBLIC THOROUGHFARES AND ADJACENT PROPERTY IN ACCORDANCE WITH THE CITY OF CARMEL MUNICIPAL CODE AND INDOT REQUIREMENTS. 13. NO HOLES ARE TO BE LEFT OPEN IN THE PAVEMENT OR PARKWAY OVER A HOLIDAY, WEEKEND OR AFTER 3:00 P.M. ON THE DAY PRECEDING A HOLIDAY OR A WEEKEND. 14. ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAWCUT ALONG LIMITS OF PROPOSED REMOVAL BEFORE COMMENCEMENT OF PAVEMENT REMOVAL. 15. REMOVED PAVEMENT, SIDEWALK, CURB AND GUTTER, ETC. SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR AS PART OF THE BASE CONTRACT. 16. NO BURNING OR INCINERATION OF RUBBISH WILL BE PERMITTED ON SITE. 17. FOR REGULATED UTILITY LOCATIONS, THE CONTRACTOR SHALL CONTACT INDIANA811 AT 811 OR 800-382-5544. LOCAL GOVERNMENT AGENCIES SHOULD BE CONTACTED BY THE CONTRACTOR FOR LOCATION OF ALL NONREGULATED UTILITY LOCATIONS. CALL FOR LOCATES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 18. BEFORE EXCAVATING OVER OR ADJACENT TO ANY EXISTING UTILITIES, CONTRACTOR SHALL NOTIFY THE OWNER OF SUCH UTILITIES TO ENSURE THAT PROTECTIVE WORK WILL BE COORDINATED AND PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER OF THE UTILITY INVOLVED. IF ANY EXISTING SERVICE LINES, UTILITIES AND UTILITY STRUCTURES WHICH ARE TO REMAIN IN SERVICE ARE UNCOVERED OR ENCOUNTERED DURING THIS OPERATION, THEY SHALL BE SAFEGUARDED, PROTECTED FROM DAMAGE AND SUPPORTED IF NECESSARY. 19. THE CONTRACTOR IS RESPONSIBLE FOR HAVING A SET OF "APPROVED" ENGINEERING PLANS WITH THE LATEST REVISION DATE ON THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL AS DETAILED IN THE STORM WATER POLLUTION PREVENTION SHEET 3.3. 21. ALL CURB RADII REFER TO BACK OF CURB. 22. ANY AREAS THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED IN CONFORMANCE WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND SHALL BE INCIDENTAL TO THE CONTRACT. 23. STREET PAVING AND CURBS TO REMAIN SHALL BE PROTECTED FROM DAMAGE AND IF DAMAGED, SHALL BE REPLACED PROMPTLY IN CONFORMANCE WITH THE MUNICIPALITY OR INDOT STANDARD SPECIFICATIONS IN MATERIALS AND WORKMANSHIP. 24. PROPOSED ELEVATIONS INDICATE FINISHED CONDITIONS. FOR ROUGH GRADING ELEVATIONS ALLOW FOR THICKNESS OF PROPOSED PAVING (ROADS, WALKS, DRIVES, ETC.) OR TOPSOIL AS INDICATED ON DRAWINGS. 25. CAD FILES ARE AVAILABLE FOR CONSTRUCTION LAYOUT UPON REQUEST. 26. BACKFILL SHALL BE PLACED NEXT TO THE CURB AS SOON AS PERMISSIBLE AFTER CONSTRUCTION TO PREVENT SCOURING AND UNDERCUTTING BY STORM WATER RUNOFF. 27. BUTT JOINTS SHALL BE PROVIDED WHEREVER NEW PAVEMENT ABUTS EXISTING PAVEMENT. ALL BUTT JOINTS SHALL BE CONSTRUCTED BY MILLING AND SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE BITUMINOUS SURFACE COURSE. 28. WHEN AN EXISTING DRAINAGE ROUTE, EITHER A STORM SEWER OR WATERWAY, IS INTERRUPTED DUE TO CONSTRUCTION, THE DRAINAGE ROUTE SHALL BE REESTABLISHED TO ORIGINAL CONDITIONS BY THE END OF THE SAME WORK DAY. POSITIVE DRAINAGE MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 29. PROVIDE SMOOTH VERTICAL CURVES THROUGH HIGH AND LOW POINTS INDICATED BY SPOT ELEVATIONS. PROVIDE UNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES. AVOID RIDGES AND DEPRESSIONS. 30. FINAL ADJUSTMENT OF FIRE HYDRANTS, VALVE VAULTS AND MANHOLES TO FINISHED GRADE ARE INCIDENTAL TO THEIR COST. 31. ANY EXISTING UTILITY STRUCTURES REQUIRING ADJUSTMENT ARE TO BE ADJUSTED OR RECONSTRUCTED BY THE CONTRACTOR TO THE UTILITY OWNER'S SATISFACTION. ADJUSTMENTS OR RECONSTRUCTIONS NOT CALLED FOR ON THE PLANS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 32. ALL UTILITY CONNECTIONS TO EXISTING LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND TO THE SATISFACTION OF THE UTILITY OWNER. 33. PROVIDE TRENCH BACKFILL IN ACCORDANCE WITH THE CITY OF CARMEL STARDARD DRAWING 10.31 ON SHEET C8.2. BACKFILL SHALL BE PLACED AND COMPACTED PER THE MUNICIPALITY AND INDOT SPECIFICATIONS. COST OF BACKFILL IS TO BE CONSIDERED INCIDENTAL TO THE UTILITY WORK. 34. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 35. PRIOR TO DEMOBILIZATION, ALL WORK SHALL BE CLEANED AND INSPECTED TO THE SATISFACTION OF THE AUTHORITY HAVING JURISDICTION. THE COST OF THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 36. THE GENERAL CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES TO PROVIDE CABLE TV, PHONE, ELECTRIC, GAS AND IRRIGATION SERVICES. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SITE LAYOUTS FOR THESE UTILITIES AND SHALL COORDINATE AND PROVIDE CONDUIT CROSSINGS AS REQUIRED. THIS COORDINATION SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. ANY CONFLICTS IN UTILITIES SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 37. BAND-SEAL CONNECTORS OR EQUIVALENT SHALL BE USED TO JOIN PIPES OF DISSIMILAR MATERIAL. 38. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ALL CONSTRUCTION IN CONFORMANCE WITH ALL MUNICIPAL AND CLIENT REQUIREMENTS FOR USE IN PREPARING RECORD DRAWINGS. 39. THE SUBCONTRACTOR SHALL INSTALL A 2”x4”x6' POST ADJACENT TO THE TERMINUS OF UTILITY MAINS AND SERVICE LINES. POSTS SHALL BE MARKED IN ACCORDANCE WITH THE CITY OF CARMEL STANDARDS. 40. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ANY EXCAVATION. ANY DEWATERING REQUIRED SHALL BE INCIDENTAL TO THE CONTRACT. 41. COPIES OF SOILS INVESTIGATION REPORTS MAY BE OBTAINED FROM THE OWNER. ANY BRACING, SHEETING OR SPECIAL CONSTRUCTION METHODS REQUIRED IN ORDER TO INSTALL THE PROPOSED IMPROVEMENTS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE PROJECT. ANY ADDITIONAL SOILS DATA NEEDED TO CONFIRM THE CONTRACTOR'S OPINIONS OF THE SUBSOIL CONDITIONS SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL OBTAIN THE OWNER'S WRITTEN AUTHORIZATION TO ACCESS THE SITE TO CONDUCT A SUPPLEMENTAL SOILS INVESTIGATION. 42. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION OPERATIONS SHALL BE CONNECTED TO THE PROPOSED STORM SEWER OR EXTENDED TO OUTLET INTO A PROPOSED DRAINAGE WAY AS DETERMINED BY THE ENGINEER. IF THIS CANNOT BE ACCOMPLISHED, THEN IT SHALL BE REPAIRED WITH NEW PIPE OF SIMILAR SIZE AND MATERIAL TO THE ORIGINAL LINE AND PUT IN ACCEPTABLE OPERATIONAL CONDITION. A RECORD OF THE LOCATION OF ALL FIELD TILE FOR ON-SITE DRAIN PIPE ENCOUNTERED SHALL BE KEPT BY THE SUBCONTRACTOR AND SUBMITTED TO THE ENGINEER UPON COMPLETION OF THE PROJECT. ALL FIELD TILE REPAIRS SHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE PROVIDED. 43. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, TIME OF PERFORMANCE, PROGRAMS OR FOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTION OF HIS/HER WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS. 44. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUESTED BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER. PROPOSED SWALE RIM ELEVATIONR 706.0 BUCKEYE HIGH PRESSURE PETROLEUM PIPELINE UTILITIES LIST SANITARY GAS WATER ELECTRIC TRICO REGIONAL SEWER UTILITY CONTACT PERSON: RYAN HARTMAN PHONE NUMBER: 317-844-9200 VECTREN GAS CONTACT PERSON: JOANIE CLARK PHONE NUMBER: 317-447-2351 CARMEL WATER CONTACT PERSON: STEVE COOK PHONE NUMBER: 317-733-2855 DUKE ENERGY CONTACT PERSON: JESSICA HERRINGTON PHONE NUMBER: 317-776-5365 BUCKEYE PARTNERS CONTACT PERSON: ROY BAUER PHONE NUMBER: 317-370-3013 PANHANDLE EASTERN PIPELINE CONTACT PERSON: TROY YACKLE PHONE NUMBER: 317-733-3213 * DENOTES ADA COMPLIANT RAMP 08/20/20