The URL can be used to link to this page

Home My WebLink Aboutpg. 02 Topographic Survey11590 N. MERIDIAN STREET 5 /3 BANK CANOPY ADDITION CARMEL, INDIANA KLUMP ASSOCIATES LI ENVIRONMENTAL N c HMI Benchmark Land Services, Inc. Fishers Office Location: 110 Brownsburg Office Location: 9855 Crosspoint Blvd., Suite Indianapolis, IN 46256 Phone: 317.841.1506 Fax: 317.841.1507 www.BenchmarkLS. 20 E. Airport Road, Suite 500 Brownsburg, IN 46112 Phone: 317.858.1513 Fax: 317.858.1507 corn Approved By: BCR Drawn By: MJS Date of Last Field Work: 06/15/2004 Date Plotted: 06/21/2004 TOPOGRAPHIC SURVEY PROJECT LOCATED IN: SECTION 2 TOWNSHIP 17 NORTH RANGE 3 EAST CLAY TOWNSHIP, MARION COUNTY CARMEL, IN 46032 Remarks and revision descriptions: 700 WEST PETE ROSE WAY, SUITE 360 CINCINNATI, OH 45203 a�eQ UOISpidg N Pon nsyP nia St a ,.N MGrid St VICINITY MAP NOT TO SCALE Reference Project \umber: 1 -19234 Project Number: 1 -19225 Sheet Number 2of8 0 WIPE INLET PIPE 0 E N 0 850 INV= 849.56 INV= 851.12 852 STM UGE UGE CERTIFIED June 21, 2004 EDGE OF Brian C. ;miller Registered _and Surveyor Indiana No. LS20200083 853 STM STM 15" RCP X53 UGE UGE PAVEMENT STM �GIS7E •.,�lj �i N RFC.,• o LS20200083 STATE OF i,° SUE;` ttt1111! N STM UGE UGE x853.9 BEEHIVE CATCHBASIN RIM 852.33 W INV= 850.03 SE INV= 848.93 UGE UGE UGE s� t Site Benchmark ELEV. 856.67 Mag nail set in pavement. 25.8 feet south of north edge of pavement, 3.2 feet west of the east edge of pavement, in the northeast corner of the parking lot at 11590 North Meridian Street. Originating Benchmark Description HAM G -54 ELEV. 844.04' General coordinates: 39 °57' N, 86 °09' W Sec. 02- 17 -03: A bronze disk on the concrete post projecting 1.5 feet out of the ground along US -31, 1.4 miles north of 1 -465, 0.4 miles south of 116th Street, 100 feet west of centerline of southbound US -31 and 2 feet east of R/W fence at station 354+00. Topographic Note: The topographic data was gathered using standard radial surveying techniques with an Electronic total station and 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. Contours are plotted based upon interpolation of spot elevations shown hereon and are accurate to generally within one half the contour interval. This is not a boundary survey. Boundary lines are shown for reference only. Retracement Survey was not contained within the scope of this project. UGE C) ASPHALT UGE 854.5 UGE WTR GAS CATV WTR STM SAN UGT UGE OHE 0 0 0 LIGHT POLE z FIRE HYDRANT DECIDUOUS TREE PINE TREE STOP SIGN 853.7 854.6 n n n n n CONC. CURB UGE P PLATTED BEARING AND DIENSION D DEEDED BEAR AND DIMENSION WTR CATCHBASIN RIM 852.37 NW INV= 850.22 W INV= 848.47 S INV= 848.31 n n o x x x WTR UGE UGE UGE y UGE tiG€ E HOLEY MOLEY SAYS DON'T DIG BLIND" SYMBOL LEGED "IT'S THE LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 382 -5544 CALL TOLL FREE 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. WTR WTR 116TH S EILSTING GAURD RAIL RUSTING CHAIN LfNK FENCE LUSTING HOOD -TYPE FENCE GAS UNDERGROUND GAS Lf iK CAW UNDERGROUND CABLE TELEVISION LINES VTR UNDERGROUND HATER LINES' SRI UNDERGROUND STORM SEVER LINKS SAN UNDERGROUND SANITARY SEWER LINES UGT UNDERGROUND TELEPHONE LINES UGE UNDERGROUND ELECTRIC ILVES OTC OVERHEAD ELECTRIC LINES LUSTING SECTION LINE USING MONUYENTATION (AS NOTED) ROF RIGHT OF FAY PHYSICAL CENTERLOVE OF EXISTING ASPHALT TOB TOP OF BANK SHO,S RUSTING FLOALNE VI7 DIRECTION MAJOR CONTOUR NTERVAL FIVE (5) FRET MINOR CONTOUR INTERVAL ONE (1) FOOT C CALCULATED BEARING AND Mtn M MEASURED BEARING AND DIMENSION ASPHALT WTR 856-- x855.5 WTR WTR 4" ROUND DRAIN (PLUGGED) STM WTR EXISTING BUILDING 11590 NORTH MERIDIAN UGE YARD DRAIN (UNABLE TO OPEN) STM FFE= 855.34 WTR 857 LICE UGE -UGE E EDGE OF PAVEMENT 4 WTR 4 CONCRETE 4 d x855.8 YARD DRAIN (UNABLE TO OPEN) ST M CONC. CURB BSS STM\ WTR x855.7 WTR STM 8 S x856.9 UGE GROUND UGHT GROUND LIGHT BEEHIVE 1 CATCHBASIN RIM= 854.73 I NW INV= 852.73 S INV= 852.73 U) WTR UGE WTR UGE 20 WTR 133 cn 0 0 w m CO 01 BOUNDARY EXHIBIT FOR REFERENCE ONLY N 89'46'02" E 334.09' S 88'30'17" W 845.86' 62.9' crt MC RUNG 11590 NORTH MORN N 89'46'02" E 315.00' 12. ao 213 80 4)o cV cv IN FEET 1 inch 100 ft. oo rn GRAPHIC SCALE 0 0 N 88'30'17" E 13.25' UGE WTR UGE WTR N WTR 855 UGE 0 10 20 40 IN FEET 1 inch 20 ft. 8,54 UGE GRAPHIC SCALE x856.8 SITE BENCHMARK ELEV 856.67 0 EDGE OF PAVEMENT WTR 856.4 c PI 80