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HomeMy WebLinkAbout067-068.510 0 6 4 3 CAUTION!! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1-800-382-5544 TOLL FREE R BENCHMARK INFO BOO 54. 1989 f KA2086 CONCRETE POST INBEDDED IN GROUND. 1.0 MILE NORTHEAST OF ZIONSVILLE, 0.2 MILES EAST ALONG WEST 121ST ST. WITH INTERSECTION OF S.R. 421 AT INTERSECTION OF DAUGHERTY DR. & W. 121ST. THE NE QUAD. OF INTERSECTION, AT ENTRANCE TO EAGLE VILLAGE SUBDIV., SET IN TOP OF CONC. POST WHICH IS LEVEL WITH THE GROUND. TABLET STAMPED BOO 54 1989. ELEVATION: 901.9 THIS BM WAS BROUGHT ON TO SITE BY GPS SATELLITE OBSERVATIONS. INTERMEDIATE STATION AT THE OFFICE OF WEIHE ENGINEERS. SOUTH 105TH ST. RIGHT-OF-WAY. ELEVATION: 807.11 SCALE: 1 " = 40' 0 20 40 80 LEGEND • = EXIST. FIRE HYDRANT • = EXIST. WATER METER ►� = EXIST. WATER VALVE w a = EXIST. YARD SPIGOT 8 = EXIST. YARD SPIGOT • = EXIST. IRON PIN & OR PK (SET/FOUND) © = EXIST. GAS METER oa = EXIST. GAS VALVE o = EXIST. STORM INLET D = EXIST. ELECTRIC METER = EXIST. POWER POLE D0) = EXIST. POWER POLE W/LIGHT i = EXIST. POWER POLE W/TRANSFORMER D = EXIST. POWER POLE W/TRANSFORMER �-- = EXIST. GUY ANCHOR ET] = EXIST. TELEPHONE PEDESTAL O = EXIST. MANHOLE coO = EXIST. CLEANOUT EXIST. STORM / SANITARY SEWER LINE Z EXIST. CONTOURS 0 = PIPE END SECTION - - - = RIGHT-OF-WAY LINE • = SWALE 4--) = PROPOSED STORM / SANITARY SEWER LINE r ® = PROPOSED PIPE BOLLARD 0 = PROPOSED MANHOLE -JIL4.50J PROPOSED ELEVATION TC 894.50 ¢� ov = PROPOSED ELEVATION BC 894.50 TC/TOP OF CURB - BC/BOTTOM OF CURB W = WATER LINE GAS = GAS LINE OHE = OVERHEAD ELECTRIC/TELEPHONES LINES UGT = UNDERGROUND TELEPHONE UGE = UNDERGROUND ELECTRIC F.F.E. = FINISH FLOOR ELEVATION TC = TOP OF (MANHOLE / INLET) CASTING INV = INVERT (BOTTOM) ELEVATION OF (MANHOLE/INLET) RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE PVC = POLYVINYL CHLORIDE PIPE STIR. = STRUCTURE M.E.G. = MATCH EXISTING GRADE SSD = SUB -SURFACE DRAINAGE TOC = TOP OF CURB GUT = GUTTER TBM = TEMPORARY BENCHMARK RAL NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL ED PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND 4GENCIES PRIOR TO STARTING CONSTRUCTION. HALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING 'UCTION. HALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION 1 RESPECTIVE UTILITIES. QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION TIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. UPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; ULE 29 CFR PART 1926, SUBPART "P" APPLY TO ALL EXCAVATIONS EXCEEDING FIVE (5) DEPTH. DDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF 'H SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. -TALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO J QUALITY CONTROL THROUGHOUT THIS PROJECT. 'ORARY TRAFFIC CONTROL DURING CONSTRUCTION SHALL CONFORM TO APPLICABLE LUUAL STANDARDS. 9) THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 11)CONTRACTOR SHALL CHECK FOR AND REPAIR ANY "BIRD BATH" CONDITIONS DEEPER THAN 1/4-. 12)INDIANA STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS LATEST EDITION TO BE USED WITH THESE PLANS. 6 � E-• w UO w a E -- Z z v w o a o~ f2 () �- ti� w ca U 3 w w xwaa D0) 0� �wxw z D U W W Z w z z � � C) a a C) 4--) r z Z c w cc WWa0O-00 ¢� ov W q oz�o a i E, W z��a z OE, OE ;c 0 o w UO � Q ^. �� Ga� 0 w N z a o~ f2 () �- ti� O � U D0) 0� A � [z D U I ALLAN H. WE[HE P.E. 8827 1 V V SHEET NO. o h� w � Q ^. Q r` w LL � ` � Q P, �tz a o~ SHEET NO.