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HomeMy WebLinkAboutCIVIL SHEET 1 OF 1CSII before you dg ASSUMED NORTH SCALE: 1 "= 20 ' RELEASED FOR CONSTRUCTION SubjecHo compliance with all regulations of State and Local Codes City of Carmel DATE: 04/12/19 PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 204 INV: SE—]36.98'(12' PVC) 1 / / 2.5 / 2.5 e , / / / / / / V / / / \_ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _686.43_ N89'36'04'W s 0 a r e Hi E moms E1osiea s Lmdn9 or SITE \ \ �daHu dson 4 Me Eons canon Eµum Eumm a 'z s' a Rival Road A W tlm¢gS o Out Lee of O e eau fM Cemetery �� VICINITY MAP NOT TO SCALE SYMBOL LEGEND Curb Inlet m Water Valve YI Post Indicator Valve ® StorT Manhole Fire Hydrant xL�L' Fire Dept. Connect ® Storm Inlet® Water Meter tJ Handicap Parking O Sanitary Manhole M Gas Meter Sign T 000 Clean Out m Gas Valve O Bullard OTelephone Manhole ) Electric Meter Q. Existing Tree O Traffic Manhole * Area Light ® Capped Reber Set OTelephone Pedestal a0a Utility Pole Benchmark OElecC Transformer 4 Guy Anchor (P) Plat Distance © ElectricNPedestal ( Yard tight (M) Measured Distance © Cable Pedestal ® Air Conditioner (0) Deed Distance = a Underground Telephone Marking ne mr Underground Water Line Marking wo caw— Overhead Utility Lines 0 G Underground Gas Line Marking —real—real— Sarni Pipe Underground Electric Line Marking BENCHMARK NOTES PERMANENT BENCHMARK: PROJECT BENCHMARK'. HAMILTON COUNTY GEODETIC CONTROL DISK (STATION NAME HIDER 246) SET ON THE NORTHWEST CONCRETE BRIDGE ABUTMENT OF THE 96TH STREET (COUNTY LINE ROAD) BRIDGE OVER WHITE RIVER. ELEV = 945.24 (NAVD 88) SURVEYOR'S NOTE The plainmetric and topographic data was gathered using standard radial surveying techniques with an electronic instrument with a data collector. Elevations on hard surfaces or structures are accurate to within 0.05 feet; elevations on natural surfaces are accurate to within 0.1 feet on the date on which the elevations were obtained; however, changes in elevations can occur due to soils swell and subsidence, freeze thaw cycles, and wind and water erosion. The magnitude of these changes depends upon soils types, seasonal changes, and the frequency and intensity of wind, rain, and snow events. It is recommended that if the topographic data is to be used for planning or design purposes that a check of elevations be performed prior to any construction activity. Contours are plotted based upon interpolation of the spot elevations shown hereon and are generally accurate within one-half of the contour interval depicted. A F Z d 0 �w0 r/ 0 0 nc MH W a Pi w 4 "s �C) a = 0 m a z LL r O r/i m z p �wz z wa i 00 st ry I ® z or ® JJ L Z (9 ® L J W L1J U L.L L LI W O LL X W a a< U / J co Q 2 I— G LL 2 ✓G� LiL J 0 LEj / gyp 1= J < \ I— �_ L/ =/p � LJ BY: Area DATE: 09-17-2018 SHEET 1 OF 1 JOB#: PSS.002