Loading...
HomeMy WebLinkAboutLand Title Survey9 6 t h S T R E E T OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU W W W W W W W W W W W W W C C C C C C C C C C C C C C OHU OHU REBAR .4"A.G W/AMER CONS ENGR. INDPLS CAP TBM #2 = 818.20 TBM #1 819.93C O L L E G E A V E N U EREVISIONS AND ISSUESW220710PREPARED FOR:PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:ADFIELD BY:DWG NAME:PROJECT NO.:W220710DATEBY1/06/2023NHDATE:Revised per comment letter of 3/7/20233/16/2023nhhJBSECTION 12, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.- 1300 E 96TH STREET CARMEL, INALTA/NSPS LAND TITLE SURVEY WITH TOPOGRAPHYOF 3 1 HARRISON MONUMENT FOUND REBAR FOUND GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT STREET LIGHT UTILITY POLE UTILITY POLE W/ LIGHT UTILITY POLE W/ TRANSFORMER COMMUNICATIONS JUNCTION BOX UNDERGROUND WATER UNDERGROUND COMMUNICATIONS MIXED OR UNIDENTIFIED OVERHEAD UTILITY CHAIN LINK FENCE BOUNDARY LINE FLOW LINE DRINKING FOUNTAIN FIRE HYDRANT SPRINKLER CONTROL VALVE WATER METER WATER VALVE GAS METER GAS PIPELINE MARKER CLEANOUT (OTHER OR UNIDENTIFIED) MANHOLE (OTHER OR UNIDENTIFIED) BOLLARD SIGN ACCESSIBLE SPACE GATE POST BASKETBALL GOAL BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET STORM MANHOLE SANITARY SEWER MANHOLE W W W C C C OHU OHU SECTION LINE INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER STORM SEWER VICINITY MAP NOT TO SCALE - PROJECT LOCATION LEGEND LINE TYPES DESCRIPTION OF LINETYPE ASPHALT CONCRETE (CONC) STONE HATCH PATTERNS DESCRIPTIONSYM TBM #1 ANGLE POINT IN CONCRETE SIDEWALK, 11.5 FEET SOUTH AND 20 FEET EAST OF THE SOUTHWEST CORNER OF THE PROPERTY. ELEV. 819.93 (NAVD 88) TBM #2 TOP OF 5/8-INCH REBAR WITH CAP STAMPED AMERICAN CONSULTING ENGINEERS, AT CORNER OF FENCE, 435 FEET NORTH OF THE CENTER OF 96TH STREET AND 50 FEET WEST OF THE TENNIS COURT. ELEV. 818.20 (NAVD 88) THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON POSITIONAL SOLUTIONS DERIVED FROM REAL-TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS). THE BEARINGS SHOWN ARE DERIVED FROM COORDINATES BASED ON THE INDIANA STATE PLANE COORDINATE SYSTEM (EAST ZONE) NAD 83 (2011) EPOCH 2010.0). THE VERTICAL DATUM IS BASED UPON NAVD 88.ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SM© 2023 WEIHE ENGINEERS, INC. W S N E W220710svCORPOREX DEVELOPMENT &CONSTRUCTION MANAGEMENT, LLC OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU REVISIONS AND ISSUESPREPARED FOR:PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:ADFIELD BY:DWG NAME:PROJECT NO.:W220710DATEBYNHDATE:Revised per objection letter of 3/7/20233/16/2023nhhJBOF 3 2 THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON POSITIONAL SOLUTIONS DERIVED FROM REAL-TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS). THE BEARINGS SHOWN ARE DERIVED FROM COORDINATES BASED ON THE INDIANA STATE PLANE COORDINATE SYSTEM (EAST ZONE) NAD 83 (2011) EPOCH 2010.0). THE VERTICAL DATUM IS BASED UPON NAVD 88.ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SM© 2023 WEIHE ENGINEERS, INC. W S N E To:Corporex Development & Construction Management, LLC 100 E. River Center Blvd., Suite 1100 Covington, KY 41011 The purpose of this survey is to retrace the deed lines of the surveyed property on the ground and to report the availability and condition of reference monuments; clarity and/or ambiguity of the record description(s) as well as the descriptions of adjoining lands and their relationships to occupation or possession lines. The survey will also meet the minimum standard requirements for an ALTA/NSPS Land Title Survey (effective February 23, 2021) as well as the minimum standards of practice for land surveys in Indiana per 865 IAC 12.1. DESCRIPTION Part of the Southwest Quarter of Section 12, Township 17 North, Range 3 East, Hamilton County, Indiana, being more particularly described as follows: Commencing at the southwest corner of the Southwest Quarter of Section 12, Township 17 North, Range 3 East, Hamilton County, Indiana; thence South 89 degrees 13 minutes 20 seconds East (assumed bearing) on the south line of said Southwest Quarter a distance of 1300.95 feet to the southwest corner of the real estate described in Instrument No. 94-49929 in the Office of the Recorder of Hamilton County, Indiana; thence North 00 degrees 12 minutes 36 seconds West on the west line of said real estate 60.01 feet to the point of beginning of the herein described real estate; thence South 89 degrees 13 minutes 20 seconds East parallel with the south line of said Southwest Quarter a distance of 905.02 feet; thence North 79 degrees 47 minutes 52 seconds East a distance of 34.56 feet; thence North 00 degrees 46 minutes 40 seconds East a distance of 39.20 feet to a tangent curve having a radius of 98.50 feet, the radius point of which bears South 89 degrees 13 minutes 20 seconds East; thence northerly on said curve an arc distance of 39.98 feet to a point of reverse curvature of a curve with radius of 230.00 feet, the radius point of which bears North 65 degrees 58 minutes 06 seconds West; thence northerly on said curve an arc distance of 193.95 feet to a point of reverse curvature of a curve with a radius of 58.50 feet, the radius point of which bears North 65 degrees 43 minutes 01 seconds East; thence northerly on said curve an arc distance of 46.54 feet to a tangent line; thence North 21 degrees 17 minutes 39 seconds East a distance of 115.75 feet to the south right-of-way line of Interstate Highway 465, per I.S.H.C. plans for project I-465-4(128)-127; thence the following three calls on said south right-of-way line: 1.) North 55 degrees 42 minutes 51 seconds West 26.17 feet; 2.) North 69 degrees 12 minutes 35 seconds West 612.79 feet; 3.) North 68 degrees 42 minutes 21 seconds West 533.42 feet to the west line of said real estate described in Instrument No. 94-49929; thence the following three calls on the perimeter of said real estate: 1.) South 00 degrees 12 minutes 36 seconds East 462.23 feet; 2.) South 89 degrees 13 minutes 20 seconds East 100.00 feet; 3.) South 00 degrees 12 minutes 36 seconds East 375.59 feet to the point of beginning, containing 14.685 acres, more or less. **See page 3 for clearer depiction of division line dividing property into two parcels along with the descriptions of each. SURVEYOR'S REPORT The topographic data was gathered using survey grade GPS and standard radial surveying techniques with an electronic instrument with 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 to within one-half of the contour interval depicted. The following paragraphs are observations and opinions regarding the uncertainties in the locations of monuments both found and set, record documents and the deed lines as established or reestablished by this survey, and as introduced by probable random errors in the measurements made due to the instrumentation and techniques employed (relative positional accuracy). The survey may show differences between the deed (D) and the measured (M) dimensions along the deed lines. There may be differences between lines of occupation (possession) and the deed lines as shown on this survey. The bearings were based upon State Plane Coordinates to meet municipal requirements for platting or similar lot splits be on that coordinate system for easy importation into the County GIS. MONUMENTS Monuments were set or found during this survey, those set in the ground are 5/8" rebar with yellow plastic caps stamped "WEIHE ENGR 0012", unless otherwise noted. Monuments set in hard surfaced areas, such as asphalt, are as indicated on the drawing and have a washer stamped "WEIHE ENGR 0012" where possible. There may be 5/8" rebar with red plastic caps stamped "TRAVERSE", wooden stakes, or spike nails found on or near the subject real estate. These are working points and should not be confused with monuments marking the boundaries of the subject property. Monuments found at or near the deed corners, or along the deed lines of the subject real estate are indicated on the drawing. Because the difference is deemed insignificant, monuments were not set in those cases where a found monument was not in exact agreement with this survey, but within the tolerances required for a certain Class of survey. The difference may be shown on the survey to accentuate the uncertainty of that monument. In those cases where the difference is greater than the relative positional accuracy or uncertainty in controlling monuments, caution should be exercised before making any improvements along the lines affected. Those uncertainties considered to be significant are discussed below. The monuments established at the corners of the subject real estate are within the acceptable relative positional specifications for an Urban Survey, 0.07 feet + 50 ppm as defined in 865 IAC 1-12-7. Horizontal control for this survey was based on prior surveys (Weihe Job #99-0828 and W040906) of the West and South lines of the Southwest Quarter of Section 12, Township 17 North, Range 3 East of the Second Principal Meridian, Township, Hamilton County, Indiana. The quarter section corners were as follows: Southwest corner SW ¼ - Harrison monument found per Marion County Surveyor's ties Southeast corner SW ¼ - railroad spike found per Marion County Surveyor's ties THEORY OF LOCATION The subject real estate is described by metes and bounds. These types of descriptions make "calls", which are references to record, natural, or artificial monuments at the corners; and record, natural or cultural boundary lines. The most common method is to recite the direction and length of each line as one would walk around the perimeter of the property. The following paragraphs are observations relative to those controlling monuments and calls as referenced in the description. The perimeter of the surveyed tract was reestablished from the record description based upon prior surveys by Weihe Engineers, Inc. in the Southwest Quarter of Section 12, Township 17 North, Range 3 East, Hamilton County, Indiana, most recently being Job W040906, dated December 28, 2004, and Job W120726, dated December 18, 2012. Monumentation was found or reset at all corners of the surveyed tract as indicated on the plat of survey. The record descriptions for the adjoining real estate were obtained from said Hamilton County Recorder's Office and mathematically retraced to disclose possible gaps and/or overlaps between the lines of the surveyed tract and those of the adjoiners. It is this Surveyor's professional opinion that there are no uncertainties in the lines of the surveyed tract and those of the adjoiners due to discrepancies in said record descriptions. OCCUPATION ALONG DEED LINES Occupation means some observable improvement either manmade or a natural barrier manipulated by man to delineate the property line. It should be noted that not all fences are erected to define property lines and caution is warranted before accepting this type of barrier as such. One should also be aware that when these types of occupation are not in agreement with deed lines certain unwritten rights may exist over the land between them. Those parties relying on the survey should assume that the uncertainty of ownership of these areas where occupation lines and deed lines are not in coincidence is, at least, equal to the magnitude of the difference. Unless otherwise noted or shown on the survey, there is no visible evidence of occupation (possession) along the deed lines of the subject real estate. - A chain-link fence is +/- 0 feet to +/- 3.5 feet east of the westernmost line of the surveyed tract; an old woven wire fence is generally along a portion of said west line; - A chain-link fence is approximately along the westerly and southerly lines of the surveyed tract. - The right-of-way fence for I-465 is approximately on the right-of-way line. - The curb for the entrance drive is approximately along to +/- 4 feet west of the east line of the surveyed tract. - The Guard House at the entrance is located within the 35-foot front setback line. FLOOD HAZARD INFORMATION The accuracy of the flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced Flood Insurance Rate Map. According to the Federal Emergency Management Agency Flood Insurance Rate Map of Hamilton County, Indiana, Community #180081, Map #18057C217G (not Printed) dated November 19, 2014, the described real estate lies the Unshaded Zone "X," which are areas determined to be of minimal flood hazard. TITLE COMMITMENT/EASEMENTS This Survey was prepared utilizing information contained in First American Title Insurance Company, Commitment No NCS-1151884-INDY, dated February 8, 2023 and revised February 24, 2023. Some of the items disclosed in Schedule B, Part II - Exceptions, Part Two of said Commitment have been shown on the survey, if possible, and are identified by their record information. If there is a need for additional items to be shown on the survey, please advise me and provide the appropriate information. 3.)Access Easement and Maintenance Agreement by and between Five Seasons Sports Country Club, Inc., an Ohio corporation, and Five Seasons Sports Country Club of Indianapolis, L.L.C., an Indiana limited liability company, per Instrument No. 95-22173. in the Office of the Recorder of Hamilton County, Indiana. Plotted hereon. 4.)Temporary Easement Sanitary Sewer Installation granted to Clay Township Regional Waste District, recorded January 29, 1986 in Book 3, Page 585 as Instrument 8601522, and the terms and provisions therein. The easement is not located on the surveyed property. It may have expired with the installation of the sewer. 5.)Matters disclosed on Survey recorded May 23, 2002 as Instrument 200200037594. That survey stands on it's own merit. Conditions and other matters have changed in the last decade, any differences are shown hereon. 6.)Terms, conditions and provisions of Ordinance No. C-212 entitled An Ordinance of The Common Council of The City of Carmel, Indiana, Annexing Certain Territory to The City of Carmel, Indiana, Placing the Same Within the Corporation Boundaries Thereof and Making the Same a Part of The City of Carmel recorded October 23, 2002 as Instrument 200200079579. The surveyed property is within the are of annexation. 7.)Relinquishment of all rights or easements of access, crossing, light, air and view over adjoining land dedicated for road purposes as F.A.I. Route 1-465. Two documents are relative to this item and are shown on the survey those are: Limited Access Right-of-Way to State of Indiana dated January 26, 1966 and recorded April 13, 1966 in per Deed Record 202, Page 313 and Release of Temporary Right-of-Way Easement recorded in Book 26, Page 165 in the Office of the Recorder of Hamilton County, Indiana. I-465 Right of Way and Limited Access Right-of-Way to State of Indiana dated November 9, 1965 and recorded January 18, 1966 per Deed Record 200, Page 290 in the Office of the Recorder of Hamilton County, Indiana. I-465 Right of Way. 8.)Rights of the Public, the State of Indiana and the Municipality in and to that part of the land, if any, taken and used for road purposes, including utility rights of way. Strips of the original parent parcel were dedicated to the public via Dedication of Right-of-Way unto the Hamilton County Board of Commissioners, Hamilton County, Indiana per Instrument No. 95-53231. in the Office of the Recorder of Hamilton County, Indiana, and Dedication of Right-of-Way unto the Hamilton County Board of Commissioners, Hamilton County, Indiana per Instrument No. 95-53232. in the Office of the Recorder of Hamilton County, Indiana. Those two takings are references and shown hereon GENERAL NOTES As used in this survey, certify means to state or declare a professional opinion of conditions regarding those facts or finding which are the subject of the certification and does not constitute a warranty or guarantee, either express or implied. Interpretations are not a part of any certification. No warranty, either express or implied, is made as to the accuracy or completeness of information provided by governmental authorities and / or third parties, or as to its fitness for any purpose or use, including but not limited to information presented on underground utilities, flood hazard zones, floodway zones, wetlands, recording information, zoning, and regulated drains. In no event will Weihe Engineers, Inc., its employees, agents, and/or assigns be liable for any damages arising out of the furnishing and/or use of such information. The locations of all existing underground utilities shown on this survey are based upon above ground evidence (including, but not limited to, manholes, inlets, valves, and/or 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 all construction of planned improvements on or near the property. As a result of the above observations, it is my opinion that the uncertainties in the locations of the lines and corners established on this survey are as follows: Due to Variances in reference monuments: +/- 0.2' Due to Discrepancies in the record descriptions: none Due to Inconsistencies in lines of occupation: See above CERTIFICATE OF SURVEY ALTA/NSPS LAND TITLE SURVEY To: Sam Schmidt Foundation, a Missouri non-profit corporation, d/b/a Conquer Paralysis Now; First American Title Insurance Company; Five Seasons Sports Country Club, LLC; Corporex Development & Construction Management, LLC This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1 through 5, 7(a)(b1), 8, 9 and 13 of Table A thereof. I further certify that to the best of my professional knowledge, information, and belief, the herein survey meets or exceeds the minimum requirements as set forth in 865 IAC 1-12-7, and the within plat and report represents the results of an Urban Survey, as defined therein. The fieldwork was completed under my direct supervision on November 8, 2022. Norman H. Hiselman Professional Land Surveyor #S0461 January 6, 2023 Last Revised March 16, 2023 W220710 03/16/2023SECTION 12, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.- 1300 E 96TH STREET CARMEL, INALTA/NSPS LAND TITLE SURVEY WITH TOPOGRAPHYW220710svCORPOREX DEVELOPMENT &CONSTRUCTION MANAGEMENT, LLCI affirm, under the penalties for perjury, that I have taken reasonable care to redact each social security number in this document, unless required by law. Norman H. Hiselman, PS and; This instrument was prepared by Norman H. Hiselman, PS of Weihe Engineers, Inc. WEST PARCEL EAST PARCEL Δ Δ Δ 9 6 t h S T R E E T REVISIONS AND ISSUESW220710PREPARED FOR:PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:ADFIELD BY:DWG NAME:PROJECT NO.:W220710DATEBYNHDATE:JBOF 3 3 THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON POSITIONAL SOLUTIONS DERIVED FROM REAL-TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS). THE BEARINGS SHOWN ARE DERIVED FROM COORDINATES BASED ON THE INDIANA STATE PLANE COORDINATE SYSTEM (EAST ZONE) NAD 83 (2011) EPOCH 2010.0). THE VERTICAL DATUM IS BASED UPON NAVD 88.ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SM© 2022 WEIHE ENGINEERS, INC. W S N E Proposed Parcelation WEST PARCEL A part of the Southwest Quarter of Section 12, Township 17 North, Range 3 East of the Second Principal Meridian, Hamilton County, Indiana, the following description is based on a Retracement Survey by Weihe Engineers, Inc. Project No. W220710 performed in November 2022, and described as follows: Commencing at the Southwest corner of said Quarter Section; thence along the south line thereof South 89 degrees 01 minutes 32 seconds East (bearings are derived from coordinates based on the Indiana State Plane Coordinate System East Zone NAD 83 (2011) epoch 2010.0) a distance of 1300.95 feet to the southwest corner of the real estate described in Instrument No. 94-49929 in the Office of the Recorder of Hamilton County, Indiana; thence along the west line thereof extended North 00 degrees 00 minutes 48 seconds West 60.01 feet to the north line of 96th Street (Instrument No. 95-53231) and POINT OF BEGINNING; thence continuing along the west line of said Instrument the next three courses, North 00 degrees 00 minutes 48 seconds West 375.59 feet; thence North 89 degrees 01 minutes 32 seconds West 100.00 feet; thence North 00 degrees 00 minutes 48 seconds West 462.23 feet to the south right-of-way line of Interstate Highway 465, per I.S.H.C. plans for project I-465-4(128)-127; thence along said south line South 68 degrees 30 minutes 33 seconds East 450.74 feet; thence perpendicular to said south line South 21 degrees 29 minutes 27 seconds West 352.63 feet; thence South 23 degrees 06 minutes 22 seconds East 310.42 feet; thence perpendicular to the south line of 96th Street South 00 degrees 58 minutes 28 seconds West 66.06 feet to the north line thereof; thence along said north line North 89 degrees 01 minutes 32 seconds West 310.78 feet to the place of beginning, containing 5.50 acres, more or less. EAST PARCEL A part of the Southwest Quarter of Section 12, Township 17 North, Range 3 East of the Second Principal Meridian, Hamilton County, Indiana, the following description is based on a Retracement Survey by Weihe Engineers, Inc. Project No. W220710 performed in November 2022, and described as follows: Commencing at the Southwest corner of said Quarter Section; thence along the south line thereof South 89 degrees 01 minutes 32 seconds East (bearings are derived from coordinates based on the Indiana State Plane Coordinate System East Zone NAD 83 (2011) epoch 2010.0) a distance of 1300.95 feet to the southwest corner of the real estate described in Instrument No. 94-49929 in the Office of the Recorder of Hamilton County, Indiana; thence along the west line thereof extended North 00 degrees 00 minutes 48 seconds West 60.01 feet to the north line of 96th Street (Instrument No. 95-53231); thence continuing along the west line of said Instrument the next three courses, North 00 degrees 00 minutes 48 seconds West 375.59 feet; thence North 89 degrees 01 minutes 32 seconds West 100.00 feet; thence North 00 degrees 00 minutes 48 seconds West 462.23 feet to the south right-of-way line of Interstate Highway 465, per I.S.H.C. plans for project I-465-4(128)-127; thence along said south line South 68 degrees 30 minutes 33 seconds East 450.74 feet to the POINT OF BEGINNING; thence continuing along said south line the next three courses, South 68 degrees 30 minutes 33 seconds East 82.68 feet; thence South 69 degrees 00 minutes 47 seconds East 612.79 feet; thence South 55 degrees 31 minutes 03 seconds East 26.17 feet; thence South 21 degrees 17 minutes 39 seconds West 115.75 feet to the point of curvature of a curve concave easterly having a radius of 58.50 feet the radius point of which bears South 68 degrees 42 minutes 21 seconds East from said point; thence Southerly along said curve 46.54 to the point of reverse curvature of a curve concave westerly having a radius of 230.00 feet the radius point of which bears South 65 degrees 58 minutes 06 seconds West from the former radius point; thence Southerly along said curve 193.95 feet to the point of reverse curvature of a concave easterly having a radius of 98.50 feet the radius point of which bears South 65 degrees 58 minutes 06 seconds East from said point; thence southerly along said curve 39.98 feet to the point of tangency which bears South 89 degrees 13 minutes 20 seconds West from the radius point of the later curve; thence South 00 degrees 46 minutes 40 seconds West 39.20 feet to the north line of aforesaid 96th Street; thence along said line South 80 degrees 39 minutes 48 seconds West 35.95 feet; thence continuing along said north line North 89 degrees 01 minute 32 seconds West 594.24 feet to a point 310.78 feet from the west line of Instrument No. 95-53231; thence perpendicular to said north line North 00 degrees 58 minutes 28 seconds East 66.06 feet; thence North 23 degrees 06 minutes 22 seconds West 310.42 feet; thence North 21 degrees 29 minutes 27 seconds East 352.63 feet to the place of beginning, containing 9.20 acres, more or less.W220710sv03/16/2023SECTION 12, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.- 1300 E 96TH STREET CARMEL, INALTA/NSPS LAND TITLE SURVEY WITH TOPOGRAPHYW220710svCORPOREX DEVELOPMENT &CONSTRUCTION MANAGEMENT, LLC