Loading...
HomeMy WebLinkAboutC100-Topographical Survey-C100672(33(/:(57+ $/:$<621 (DVWWK6WUHHW)LVKHUV,1 SKRQHID[ Know what's R & 2 + 6 ' 5 ) ' ' 1 6 5 4 2 4 6 ' 9 . ' & ' * 8 # & + 4 ,  # & 0 + 0 # + ' ' ) 0 + 4 ' 0 1 + . # 0 5 ( ' 2 4 1 56#6'1( 5 APPROVAL PENDING NOT FOR CONSTRUCTION STORM SEWER LINE; MANHOLE, CURB INLET, FLAT INLET & ENDSECTION CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. OVERHEAD ELECTRIC LINES TELEPHONE LINE WATER LINE SANITARY SEWER LINE; MANHOLE FENCE LINE POWER POLES LIGHT POLE SANITARY WET WELL GUY WIRE TELEPHONE PEDESTAL TELEPHONE MANHOLE GAS VALVE CLEANOUT WATER METER WATER VALVE FIRE HYDRANT DEMO ITEMS FOR WATER LOCATES CONTACT: CARMEL UTILITIES (317) 571-2648 FOR SANITARY SEWER LOCATES CONTACT: CLAY TOWNSHIP REGIONAL WASTE DISTRICT (317) 844-9200 UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. CONSTRUCTION LIMITS DEVELOPMENT SECTION LIMITS MATCH LINE "A" MATCH LINE "A" MATCH LINE "A" FLOOD STATEMENT THIS SITE DOES LIE WITHIN A FLOODWAY OR FLOOD PLAIN PER FIRM 18057C0205F DATED FEB. 19, 2003 VEGETATIVE COVER EXISTING SITE CONSIST MOSTLY OF GRASS AND WEEDS WITH WOODS ON THE SITE. ADJACENT PROPERTIES NORTH: AGRICULTURE EAST: AGRICULTURE SOUTH: RESIDENTIAL WEST: AGRICULTURE BENCHMARK INFO BM DNR DNR HAM 40 1989 NAVD 88 ELEV.=906.076 TBM #3 R.R. SPIKE SET 1' UP ON THE NORTH SIDE OF POWER POLE 074697. SAID POLE IS THE 4TH POLE EAST OF THE INTERSECTION OF 146TH & SHELBORNE ON THE SOUTHSIDE OF 146TH STREET. 1ST POLE WEST OF BUCKEYE GAS CROSSING. ELEV.=914.51 CONSTRUCTION LIMITS EXISTING POND TO BE DEWATERED SEE SHEET C305 FOR DETAIL