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Home My WebLink About09050022 C1.1 Existing Topography&Demolition Plano) 0 0 n 00 0 1- 0 w CURB SHALL BE SAWCUT AT THE NEAREST JOINT PAST THE LIMITS OF THE NEW ENTRANCE EXISTING FIRE HYDRANT ASSEMBLY TO BE RELOCATED SEE SHEET C3.1 FOR NEW LOCATION ±85 L.F. OF CONCRETE CURB TO BE REMOVED CURB SHALL BE SAWCUT AT THE NEAREST JOINT PAST THE LIMITS OF THE NEW ENTRANCE ±80 L.F. OF CONCRETE CURB TO BE REMOVED 1074 EFf1 SHLD`R r7 111111111111 MEW t( i! r r \Y l 3 i s' i F •I r i .4 T 1 y r �.G ////1/ /f /i jiff /Z. /4: j i/ /,i ;//f/%% I /�S `1'i'4 y ,"r s J v;i: 1 /':i, J /il I 1 n f //2;i2r j ///:/.////4 pN/`/ ...7 L1/ c�,i 7:/ 7;'(#;; i /X/ /j f i j Y0 j VARIABLE INGRESS /EGRESS, UTILITY, AND DRAINAGE EASMENT ikoes too 4 E SH['DER 7 j/ 1 1 1 I. \YYYY i _i i EXISTING STORMWATER DETENTION POND O t- r j i i i i j /iii' !�f i jj i i /f V V N 0 in 0* z r s 00 8,3., W B 3.33. 3.3 wa xamodaggewss ossz rY t HL J iJ'� i j ELL HL2ER 4083 r �el fo O i. DX `D E E `L) r}: r r WNW SIMI r` /j i 7(72 r r "PRI_VATE INTERIOR ACCESS DRIVE" ATC NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. NOTE: IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF MIE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN IN FOOT OF THE PROPOSED RIGHT OF-WAY. SCALE: 1"=40' EASING LEGEND SANITARY SEWER MANHOLE STORM SEWER; END SECTION, INLET GAS LINE WATER LINE ELECTRIC UNE (AERIAL) TELEPHONE LINE (AERIAL) CABLE TELEVISION (AERIAL) BURIED TELE. CABLE BURIED ELEC. CABLE BURIED CABLE TV RIGHT OF WAY UNE EASEMENT LINE CENTER LINE D. DEED DIMENSION MEASURED DIMENSION P. PLAT DIMENSION R. RADIUS L. ARC LENGTH FND. FOUND o DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET. CAP STAMPED "P.I. CRIPE FIRM NO. 0055" UNLESS OTHERWISE NOTED. 0 DENOTES A MAG NAIL W/SHINER SET. SHINER STAMPED "P.I CRIPE FIRM NO. 0055" UNLESS OTHERWISE NOTED. NOTE: TOPOGRAPHIC BOUNDARY SURVEY WAS PREPARED BY PAUL E. CRIPE NOTE: CONTRACTOR SHALL FIELD VERIFY EXISTING CONTOURS, SPOT ELEVATIONS, LOCATION, SIZE DEPTH OF ALL EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION 40' 80' 0 Eir G"4t* FLOOD LIGHT TRAFFIC SIGNAL FIRE HYDRANT VALVE; GAS WATER STREET' SIGN (E) ELECTRIC MANHOLE CD TELEPHONE MANHOLE SEWER CLEANOUT "tb WATER METER '44 GAS METER ELECTRIC METER PIPEUNE MARKER POST PIPELINE PATROL PLANE MARKER PIPELINE CASING VENT PIPELINE TEST STATION POWER POLE GUY WIRE TELEPHONE RISER UTILITY RISER; ELEC. CTV ELECTRIC TRANSFORMER STREET UGHT LIGHT POLE MAILBOX SPRINKLER HEAD DEMOLI TI ON LEGEND OBJECT TO BE RELOCATED CONCRETE CURB GUTTER TO BE REMOVED LAND DESCRIPTION Browning Investments, Inc. Indiana Spine Group May 21, 2009 Part of the Northeast Quarter of Section 26, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Commencing at the Southwest corner of the Northeast Quarter of said Section 26; thence North 00 degrees 09 minutes 11 seconds West (assumed bearing) along the West line of said Northeast Quarter 712.89 feet to the Southern Limited Access Right of Way of U.S. 31 per state highway plans, Project No. ST-F-222(9) and a non-tangent curve to the right having a radius of 2146.83 feet, the radius point of which bears South 46 degrees 33 minutes 18 seconds East; thence Northeasterly along said curve 467.83 feet to the Northerly extension of the West line of land described in Instrument No. 200400024404, recorded in the Office of the Recorder of Hamilton County, Indiana and a point which bears North 34 degrees 04 minutes 09 seconds West from said radius point, said point being the POINT of BEGINNING of this description to a non-tangent curve to the right having a radius of 2146.83 feet; the radius point of which bears South 34 degrees 04 minutes 09 seconds East; thence Northeasterly along said curve 294.65 feet along said Southern Limited Access Right of Way of U.S. 31 to a point which bears North 26 degrees 12 minutes 20 seconds West from said radius point; thence South 30 degrees 50 minutes 58 seconds East 274.68 feet; thence South 00 degrees 29 minutes 29 seconds West 350.89 feet; thence North 89 degrees 39 minutes 48 seconds West 304.73 feet; thence South 80 degrees 18 minutes 38 seconds West 83.33 feet to the Northerly extension of the West line of land described in Instrument No. 200400024404, recorded in the Office of the Recorder of Hamilton County, Indiana; thence North 00 degrees 42 minutes 42 seconds West along said Northerly extension 451.15 feet to the POINT OF BEGINNING, containing 4.50 acres, more or less. THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP COMMUNITY PANEL NUMBER 18057CO206F AND 18057CO207F DATED FEBUARY 19, 2003. CAUTION THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON MIIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others 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. 1-800-382-5544 CALL TOLL FREE INDIANA UNDERGROUND %IN SilikTUREPOINT 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3957 TEL 317.547.5580 FAX 317.543.0270 BROWNING INVESTMENTS INC. 6100 W. 96TH STREET SUITE 250 INDIANAPOLIS, IN 46278 INDIANA SPINE GROUP MERIDIAN MAIN CARMEL, INDIANA CONSULTANTS DRAWN BY. CHECKED BY. ISSUED FOR. 1 ika CERTIFED BY DATE. ADLS STAFF REVIEW 07/03/09 PROJECT 1. 02009.00631 EXISTING TOPOGRAPHY/ DEMOLITION PLAN C1.1 0522.09 ESA TMJ