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Carmel Drive - Duke, ThomasRequested By: hcr/200100012937 12/14/2004 THIS INDENTURE WITNESSETH, That Thomas L. Duke, an adult male,. "Grantor grants, conveys, bargains and sells to City of Carmel "Grantee for the sum of Ten Dollars ($10.00) and other valuable consideration, the receipt of which is hereby acknowledged, the following described real estate in Hamilton County, state of Indiana: See Attachment A attached hereto and incorporated herein by this reference. Subject to any and all easements, agreements, restrictions and other matters of record; subject to the lien for real property taxes not delinquent; and subject to rights of way for roads and such matters as would be disclosed by an accurate survey and inspection of the real estate. Grantor, as its sole warranty herein warrants to Grantee and its successors and assigns, that Grantor will forever defend title to the Real Estate (subject, however, to the foregoing exceptions) against the claims of all persons claiming by, through, or under Grantor, but against none other, which claims are based upon matters occurring subsequent to Grantor's acquisition of the Real Estate. Grantor, without warranting the existence of any such rights, also quitclaims to Grantee any right Grantor may possess with respect to any representation, warranty, including warranties of title, covenant or other obligation running to Grantor and touching and concerning the Real Estate. WITNESS WHEREOF, Grantor has caused this deed to be executed this 7 day of 2000. GRANTOR: THOM1 L. DUKE By: y //t Printed: 77/L' inns' L L1 iJr transfe' day o f Q.�l. 4 e:Gt..ti, hh, 4+ Agditar of HOW Cowl Parasl LIMITED WARRANTY DEED 200100012937 Filed for Record in HAMILTON COUNTY, INDIANA MARY L CLARK 03 -15 -2001 11 :51 am. W DEED NC .00 Requested By: her /200100012937. 12/14/2004 SS: COUNTY OF STATE OF INDIANA Befory m the undersigned, a Notary Public in and for said County and State, personally appeared S by me known to be the of Grantor, who acknowledged the execution of the foregoing Limited Warranty Deed for and on behalf of such Grantor, and who, having been duly sworn, stated that the representations therein contained are true. WITNESS my hand and Notarial Seal this I r i tiji day of My Commission Expires: County of Residence: rri ytJ tj N iry Public I Q t 1 �I JvUt. A. c�t9tN Printed NO T AR This instrument was prepared by Robert A. Hicks, Attorney at Law, Hall, Ren. er, P.S.C., One American Square, Suite 2000, Box 82064, Indianapolis, IN 46282. 2000.. JULIE A. CRISWELL Marion County My Commission Expires March 26, 2008 ian, Heath Lyman, Send tax bills to: After recording, return deed to: NC. iN@htlw a ASSOCIATED RIGHT OF WAY SERVICES, INC 1311 N. ARLINGTON AVE. SUITE 209 INDIANAPOLIS, IN 46219 2 ;Requested By: hcr/200100012937 12/14/2004._ ma THE 6 SCHNEIDER L J CORPORATION East Carmel Drive Project Parcel 23 Owner: Thomas L. Duke Warranty Deed Instrument Number 8700090 Permanent Right of Way Land Description Part of the South Half of Section 31 Township 18 North, Range 4 East of the Second Principal Meridian in Hamilton County, Indiana being all that part of the owner's land identified as Parcel 23 Tying within the area identified and shown as "Proposed Permanent Right of Way" on the attached Route Survey Plat and being further described as follows: Commencing at the southwest corner of the Southwest Quarter of said Section 31; thence bearing North 01 degrees 04 minutes 45 seconds West (basis of bearings is from Instrument Number 8700090, Office of the Hamilton County Recorder) along the west line thereof a distance of 1752.85 feet to the centerline of Carmel Drive; thence North 89 degrees 55 minutes 00 seconds East along said centerline o distance of 600.00 feet to the point of curvature of a curve having a radius of 1145.92 feet, the radius point of which bears North 00 degrees 05 minutes 00 seconds West thence easterly along said curve and along said centerline on arc distance of 400.00 feet to a point bearing South 20 degrees 05 minutes 00 seconds East from said radius point; thence North 69 degrees 55 minutes 00 seconds East along said centerline a distance of 238.51 feet to the point of curvature of a curve having a radius of 1145.92 feet, the radius point of which bears South 20 degrees 05 minutes 00 seconds East; thence easterly along said curve an arc distance of 400.00 feet to a point bearing North 00 degrees 05 minutes 00 seconds West from said radius paint; thence North 89 degrees 55 minutes 00 seconds East along said centerline a distance of 512.75 feet; thence South 00 degrees 09 minutes 45 seconds East a distance of 40.00 feet to the south right of way line of Carmel Drive and the Point of Beginning; thence North 89 degrees 55 minutes 00 seconds East along said right of way line a distance of 143.37 feet to the grantor's east line; thence South 00 degrees 09 minutes 45 seconds East along said east line a distance of 8.00 feet; thence South 89 degrees 55 minutes 00 seconds West parallel with said right of way line a distance of 143.37 feet to the grantor's west line; thence North 00 degrees 09 minutes 45 seconds West along said west line a distance of 8.00 feet to the Point of Beginning. Containing 1147 square feet. F \2k \2603 \001 \dwgs\porcel23.dwg 3020 North Post Road Indianapolis, Indiana 48228 -6518 317 898 -8282 317- 899 -8010 FAX 317 895 -2803 RESIDENTIAL SURVEYING FAX PARCEL 23 EXHIBIT "A" Engineering Surveying Landscape Architecture GIS LIS Geology TSC #2603.001 Sheet of .-3 Requested By: hcr/200100012937 12/14/2004 i 'r� THE SCHNEIDER L _A CORPORATION SURVEYOR'S REPORT In accordance with Title 865 Article 1 Chapter 12 of the Indiana Administrative Code "Rule 12 the following observations and opinions are submitted regarding the various uncertainties in the locations of the lines and corners established on this route survey as a result of variances in reference monuments and inconsistencies in lines of occupation. This survey was performed to create additional permanent right of way and Temporary right of way along Carmel Drive from Rangeline Road to Keystone Avenue. The basis of bearings used is from the record descriptions of the tracts along Carmel Drive all of which are on the some system. The coordinate values for all Survey Control Line monuments shown hereon were established initially by Woolpert Consultants on the Indiana State Plane Coordinate System. These coordinates were converted by The Schneider Corporation to a local coordinate system with a basis of bearings based on the record descriptions as noted above. Coordinate values of and distances between control points shown hereon are to the nearest 0.01 feet, not to indicate the precision of the fieldwork, but to allow for mathematical closure. Survey Control Line monuments are referenced hereon by circled numerals that correspond to the monument numbers in this report. Monument 24428 is a 5/8 inch rebar found with yellow cap marked "Schneider Engr. Corp." 0.2 feet above grade on the south side of Carmel Drive. Monument 1322 is a Mag nail found flush with the surface of the sidewalk on the north side of Carmel Drive. Monument 1321 is a 5/8 inch rebar found with a red "Woolpert" cap found 0.1 feet below grade on the south side of Carmel Drive. Monument 1325 is a 5/8 inch rebar found 0.1 feet below grade near the southwest corner of Carmel Drive and Keystone Way. These four monuments are considered to be original monuments with no error as related to their use as a port of or references to the survey line. In addition to the 4 Survey Control Line monuments, various points on the centerline of Carmel Drive and on the lead —ins to same are shown with horizontal coordinate values of North and East. These coordinates are directly related to the coordinate values of the Survey Control Line and coordinate values for the various Permanent and Temporary Right of Way lines and corners can be calculated therefrom. in accordance with 865 1AC 1 -12, it is the intent of this Route Survey that the location of all Permanent and Temporary Right of Way lines and corners shown hereon be controlled by the various Survey Control Line monuments and their associated coordinate values, bearings and distances shown hereon. The various physical features shown on the Route Survey were located by Woo!pert Consultants in conjunction with an earlier phase of the Carmel Drive project. As indicated above, the survey control for the Woolpert work was recovered, confirmed and converted to a local datum for use on this Route Survey. There is evidence from older surveys that the physical monument currently at the southwest corner of the southwest quarter of Section 31 has moved about 1 foot in a north —south direction during the intervening years. The coordinate value shown hereon for that corner is based on the prior location. not on the current monument. As a result of this movement, it is my opinion that the centerline of Carmel Drive and the prior location of the southwest corner of the section are best established based on the centerline of Carmel Drive coordinated and depicted on this Route Survey. This centerline is based on railroad spikes in the centerline of Carmel Drive (one of the centerline of Keystone Way and one at the first Point of Curvature west of Keystone Way) which have been in place and utilized to control the centerline for many years. SURVEYOR'S STATEMENT To the best of my knowledge and belief the within plat represents a Route Survey performed in accordance with Title 865 Article 1 Chapter 12 of the Indiana Administrative Code "Rule 12 under my supervision and completed on February 25, 1999. VA4r4 C a nt Re eyed Land Surveyor #S0389 March 9, 1999 j: \2k \2603 \001 \dwgs 30 F 4 SHT.dwg 3020 North Post Road Indianapolis. Indiana 48226 -6518 317-898-8282 317 899 -8010 FAX 317 —B95 -2303 RESIDENTIAL SURVEYING FAX `1`,`- R ti111tllll S0389 STATE OF .NDIANA? i /n rnrrtunism:0 Engineering Surveying Landscape Architecture GIS LIS Geology TSC #2603.001 Sheet .2 of 3 Requested By: hcr/200100012937 12/14/2004 r r� THE SCHNEIDER L J CORPORATION B B 0 0 0 0 0 N 9972.9605 E 11706.9352 CARMEL DRIVE rn CENTERLINE REFERENCE DATA N 10027.0422 E 10005.9308 MONUMENT 1322 REFERENCES (MAC NAIL) t,J /0 w MONUMENT 1325 REFERENCES ,(5/8" REBAR) 1 ROUTE SURVEY CONTROL EXHIBIT R.R. SPIKE AT CL INTER. ON CURi I j: \2k \2603 \001 \dwgs REPTTIES.dwg 3020 North Post Road Indianapolis, Indiana 48228 -6518 317- 896 -8282 317-899-8010 FAX 317 895 -2803 RESIDENTIAL SURVEYING FAX N= 8025.3349. E= 8425.3496, SECTION 31, SW COR., SW 1/4 N= 9777.8741, E= 8392.3395. CL INTERSECTION N= 9778.7457, E=8992. 3388. CL POC N= 9848.4225. E= 9384.1658, CL POT N= 9930.3232, E= 9608.1731, CL POC N= 10000.0000, E= 10000.0000. CL POT (R.R. SPIKE FD.) N =10002.5436, E= 11750.8389, CL INTERSECTION (R.R. SPIKE FD.) CARMEL DRIVE BR BC t COR. BC j 17.4 Engineering Surveying Landscape Architecture GIS LIS Geology 50 0 25 50 ASSUMED NORTH 1 inch 50 ft_ 4 0 1 MON MENT 24428 REFERENCES (5/8" REBAR W /SEC CAP) N 9781.7339 E 9266.1447, 1 =s COR. BC ICOR. BC N 9738.6139 E 8891.9166 MERIDIAN MORTGAGE GROUP LANDMARK RfCHARDS BUILDING MONUMENT 1321 REFERENCES (5 /8 "REBAR W /WOOLPERT CAP) COR. BC% TSC #2603.001 Sheet] of 3 Requested By: hcr/200100012937 12/14/2004 I ro. THE SCHNEIDER L J CORPORATION 512.75' NO0'09'45 "W o o, o Secn. L=400.00' R= 1145.92' u7 N89'55'00 "E 600.00' PARCEL RECOkD OWNER THOMAS L DUKE WARRANTY DEED INSTR. 8700090 3: \2k \2603 \001 \dwgs \porce123.dwg N89 "E PROPOSED 48' 1/2 R.O.W. LINE 3020 North Post Road Indianapolis, Indiana 46228 -6518 317- 898 -8282 317 899 -8010 FAX 317 895 -2803 RESIDENTIAL SURVEYING FAX CARMEL DRIVE P.O.B. PROPOSED PERMANENT R.O.W. PARCEL 23 ROW (CROSS HATCHED) LIN,E (aG N89 "55'00 "E S89'55'00 "W 143.37' ULTIMATE CAR WASH 143.37' L SURVEY LINE MONU. 1321 SURVEY LINE SURVEY LINE MONU. 24428 w L J CD CD Q SW CORNER SEC.31- 1 1 i f SURVEY LINE MONU. 1322 PLAN SCALE 1 s 30' w 0) o Pc; O 0 Engineering Surveying Landscape Architecture GIS LIS Geology 512. 5' SOO 09'45 "E 40.00' P.O.B. PARCEL 27 ROW L= 400.00' R= 1145.92' NOTE SEE ROUTE SURVEY CONTROL TIES EXHIBIT FOR CENTERLINE AND SURVEY LINE COORDINATES. PARCEL 23 EXHIBIT S00'09' 45 "E ft ;'1 :c i SURVEY LINE N89'55 -i- 1750.84' TSC #2603.001 Sheet 1 of