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61-08 OrdinanceRECORD OF ORDINANCES Orcli~ucnce No. 61-08 Pcr.r.recl . 20 AN ORDINANCE APPROPRIATING A COMBINED 3.928 ACRES, MORE OR LESS, FEE SIMPLE INTEREST, A COMBINED .583 ACRES, MORE OR LESS, STANDARD HIGHWAY EASEMENT, A COMBINED 1.002 ACRES, MORE OR LESS, UTILITY EASEMENT, AND A .112 ACRES, MORE OR LESS, TEMPORARY CONSTRUCTION EASEMENT FROM TWO PROPERTIES OWNED SY JEROME I ASSOCIATES, LTD., SAID ACREAGE LOCATED ON THE NORTH SIDE OF S.R. 161, WEST OF INDUSTRIAL PARKWAY AND THE U.S. 33/S.R. 161 INTERCHANGE, TOWNSHIP OF JEROME, COUNTY OF UNION, STATE OF OHIO, AND TOWNSHIP OF WASHINGTON, COUNTY OF FRANKLIN, STATE OF OHIO, AND DECLARING AN EMERGENCY. WHEREAS, the City of Dublin is preparing to improve the U.S. Highway 33 and State Route 161 Interchange in Franklin and Union Counties; and WHEREAS, said improvement will require the City of Dublin to obtain a fee simple interest, standard highway easement, utility easement, and temporary construction easement in and to the premises described in the attached Exhibit "A", Exhibit "B", Exhibit "C", Exhibit "D", Exhibit "E", Exhibit "F", Exhibit "G", Exhibit "H", and Exhibit "I" located in the Township of Jerome, County of Union, State of Ohio and the Township of Washington, County of Franklin, State of Ohio. NOW~REFORE, BE IT ORDAINED by the Council, of the City of Dublin, State of Ohio, of the elected members concurring that: Section 1. A fee simple interest, standard highway easement, utility easement, and temporary construction easement in and to the premises owned by Jerome I Associates, Ltd. located in the Township of Jerome, and the Township of Washington, State of Ohio, and more fully described in the legal descriptions attached hereto as Exhibit "A", Exhibit "B", Exhibit "C", Exhibit "D", Exhibit "E", Exhibit "F", Exhibit "G", Exhibit "H", and Exhibit "I" is hereby appropriated for the public purpose of improving the US 33/SR 161/Post Road interchange, pursuant to Ohio Revised Code Chapter 163 and the Constitution of the State of Ohio. Section 2. Council hereby fixes the value of the interest appropriated at one million seven hundred twenty thousand and twenty dollars ($1,720,020) which sum shall be deposited with the Union County Court of Common Pleas, for the use and benefit of the owners of the property appropriated as their interests may appear. Upon such deposit, the City of Dublin shall take possession of and enter upon the property pursuant to law. Section 3. Council finds that the appropriation is necessary for the stated purpose, that the City has been unable to agree with the owner of the property as to appropriate compensation, and that the City intends to obtain immediate possession of the property. Section 4. The City Law Director is directed to file a petition for appropriation in the Union County Court of Common Pleas, to have a jury impaneled to assess the compensation to be paid for the real estate herein described above. Section 5. This ordinance is hereby declared to be an emergency necessary for the immediate preservation of the public health, safety and welfare. The reason for such necessity is that the prompt improvement of US 33/SR 161/Post Road interchange is necessary to improve traffic circulation and relieve traffic congestion for the citizens of Dublin. Therefore, this ordinance shall go into immediate effect. Passed this ~ n~ day of , 2008. e I~~ - - - Mayor -Presiding Officer ATTEST: Clerk of Council ~SCHOTTENSTEIN ZOX & D U N N CO.,LPA MEMORANDUM TO: Dublin City Council Jane S. Brautigam, City Manager Paul A. Hammersmith, PE, Director of Engineering/City Engineer FROM: Stephen J. Smith, Law Director Philip K. Hartmann, Assistant Law Director DATE: August 14, 2008 RE: Ordinance No. 61-08 Appropriation - Jerome I Associates, Ltd. U.S. Highway 33 and State Route 161 Interchange Improvement Project INTRODUCTION: This Ordinance is a follow-up to the Resolution passed by Council regarding this same property at the August 4, 2008 meeting. By way of background, the Resolution authorized the City to pursue all the necessary legal requirements to review the possible appropriation of property owned by Jerome I Associates, Ltd. The purpose of this Ordinance is to authorize the Law Department to pursue an eminent domain action in the appropriate Court of Common Pleas if, through good faith negotiations, the City cannot settle with the landowner. PROJECT BACKGROUND: The City of Dublin and the Ohio Department of Transportation (ODOT) are working together to make improvements to the US 33/SR 161/Post Road interchange. The current "tight diamond" configuration will be changed to a "Parclo A" configuration. This change means that loop ramps will be introduced to eliminate the need for left turns from the arterial road (i.e. S.R. 161 /Post Road) onto the freeway (U.S. 33). This project requires the acquisition of either a "partial take" (the purchase of a portion of the parcel for right-of--way) or a "total take" (the purchase of the entire parcel) from multiple property owners along this interchange. ACQUISITION INTRODUCTION: This memorandum discusses the acquisition of property from two parcels owned by Jerome I Associates, Ltd. The acquisition consists of a combined 3.928 acres, more or less, fee simple interest, a combined .583 acres, more or less, standard highway easement, a combined 1.002 acres, more or less, utility easement, and a .112 acres, more or less, temporary construction easement, said acreage located on the north side of S.R. 161, west of Industrial Parkway and the U.S. 33/S.R. 161 Interchange, Township of Jerome, County of Union, State of Ohio, and Township of Washington, County of Franklin, State of Ohio. Memo re Ord. 61-08 Land Approp - Jerome I Associates, Ltd. August 14, 2008 Page 2 ACTION TAKEN IN THIS CASE: Since the year 2006, the Law Department has been in contact with the landowner to inform the landowner of the upcoming construction and effect of the interchange improvement to the property. A title search was conducted and the appraisal for this property is complete. The appraiser determined the fair market value of the property as one million seven hundred twenty thousand and twenty dollars ($1,720,020). The Law Department engaged M/E Companies (Mr. James Howard) to negotiate the acquisition with the landowner. Mr. Howard has presented the offer of compensation to the landowner. To date, the offer has not been accepted. As such, this Ordinance was prepared to authorize the City, through the Law Department, to allow for litigation in which the compensation to the landowner will be determined should settlement not be forthcoming. RECOMMENDATION: The Law Department recommends approval of Ordinance No. 61-08. vm.SZQcom '. Columbus '. Cleveland ', Cincinnari '. {H1303645.1 } 250 Wes[ Street, Columbus, Ohio 43275-2538 ~ P.O. Box 165020. Columbus, OH 43216-5020 ~ Voice: 614-462-2700 ~ Fax: 674462-5135 EXHIBIT' Paoe I of? RX 250 PID 60748 Rev. 10/O6 PARCEL 50-WD CTY-RTE-SEC lJ1J I-161-12.98 Version Date 3/30/07 PARCEL 50-WD UNI-161-12.98 ALL RIGHT, TITLE AND INTEREST IN FEE SIMPLE IN THE FOLLOWING DESCRIBED PROPERTY WITHOUT LIMITATION OF EXISTING ACCESS RIGHTS Grantor/Owner, for himself and his heirs, executors, administrators, successors and assigns, reserves all existing rights of ingress and egress to and from any residual area (as used herein, the expression "Grantor/Owner" includes the plural, and words in the masculine include the feminine or neuter). 1Surveyor's description of the premises follows) SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN VIRGINIA MILITARY SURVEY NO. 6748, BEING A PART OF THE 5.240 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 685, PAGE 188, UNLESS OTHERWISE SHOWN, RECORDS OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A PARCEL OF LAND LYING ON THE LEFT AND RIGHT SIDES OF THE CENTERLINE OF RIGHT-OF-WAY AND CONSTRUCTION OF STATE ROUTE 161, AS ESTABLISHED BY A SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN AND THE OHIO DEPARTMENT OF TRANSPORTATION IN 2005 AND 2006, AND BEING LOCATED WITHIN THE FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 50-WD; BEGINNING FOR REFERENCE AT THE POINT OF INTERSECTION OF THE EXISTING CENTERLINE OF COSGRAY ROAD WITH SAID CENTERLINE OF RIGHT•OF-WAY AND CONSTRUCTION OF STATE ROUTE 161, BEING AT CENTERLINE STATION 19+42.80; THENCE SOUTH 09 DEG. 26 MIN. 02 SEC. EAST, A DISTANCE OF 1.82 FEET ALONG THE CENTERLINE OF COSGRAY ROAD, TO A RAILROAD SPIKE FOUND IN THE SOUTHERLY LINE OF THE 2.189 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 702 PAGE 520 (UNION COUNTY RECORDER'S OFFICE), AT THE COMMON CORNER OF THE 1.146 ACRE TRACT CONVEYED TO JEFFREY WEINGARTEN BY DEED OF RECORD iN OFFICIAL RECORD 2627 JIO (FRANKLIN COUNTY RECORDER'S OFFICE) AND THE LANDS CONVEYED TO JOHN L. BOND BY DEED OF RECORD IN OFFICIAL RECORD 917 FOI (FRANKLIN COUNTY RECORDER'S OFFICE); SAID RAILROAD SPIKE BEING 1.80 FEET RIGHT OF CENTERLINE STATION 19+42.51; THENCE NORTH 75 DEG. 03 MIN. 46 SEC. EAST, A DISTANCE OF 45.22 FEET ALONG THE NORTHERLY LINE OF SAID BOND LANDS AND THE SOUTHERLY LINE OF SAID 2.189 ACRE TRACT, TO A POINT AT THE COMMON CORNER OF SAID 2.189 AND 5.240 ACRE TRACTS; SAID POINT BEING 4.66 FEET RIGHT OF CENTERLINE STATION 19+87.62, AND BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 50-WD; THENCE NORTH 04 DEG. 38 MIN. 02 SEC. WEST, A DISTANCE OF 77.03 FEET (PASSING AN IRON PIN FOUND AT A DISTANCE OF 43.01 FEET) ALONG THE COMMON LINE OF SAID 2.189 AND 5.240 ACRE TRACTS TO AN IRON PIN SET ON A CURVE, BEING 70.00 FEET LEFT OF CENTERLINE STATION 20+06.69; THENCE ACROSS SAID 5.240 ACRE TRACT, PARALLEL WITH SAID CENTERLINE OF RIGHT- OF-WAY OF STATE ROUTE 161, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 5659.58 FEET, A CENTRAL ANGLE OF 01 DEG. 02 MIN. 49 SEC., AN ARC LENGTH OF 103.40 FEET THE CHORD TO WHICH BEARS NORTH 70 DEG. 29 MIN. 43 SEC. EAST A CHORD DISTANCE OF 103.40 FEET, TO AN IRON PIN SET IN THE COMMON LINE OF SAID 5.240 ACRE TRACT AND THE ORIGINAL 37.998 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFF]CIAL RECORD 95, PAGE 346; SAID IRON PIN BEING 70.00 FEET LEFT OF CENTERLINE STATION 21+11.37; EXHI$IT A Page 2 of z RX 250 P[D 80748 Rev. 09/06 PARCEL 50-WD CTY-RTE-SEC UNI-ibl-12.96 Version Date 3/30/07 THENCE SOUTH 04 DEG. 38 MIN. 27 SEC. EAST, A DISTANCE OF 85.40 FEET (PASSING AN IRON PIN FOUND AT A D]STANCE OF 36.17 FEET) ALONG SAID COMMON LINE OF THE ORIGINAL 37,998 AND 5.240 ACRE TRACTS TO A POINT IN THE NORTHERLY LINE OF THE 61.7701 ACRE TRACT CONVEYED TO PEWAMO, LTD. BY DEED OF RECORD IN OFFICIAL RECORD 579, PAGE 727, AT T}IE COMMON CORNER OF SAID ORIGINAL 37.998 AND 5.240 ACRE TRACTS; SAID POINT BEING 12.38 FEET RIGHT OF CENTERLINE STATION 20+88.76; THENCE SOUTH 75 DEG. 03 MIN. 45 SEC. WEST, A DISTANCE OF 101.59 FEET ALONG THE COMMON LINE OF SAID 5.240 AND 61.7701 ACRE TRACTS, TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 50-WD, CONTAINING 0.186 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES 0.105 ACRES, MORE OR LESS. OF THE ABOVE DESCRIBED AREA, 0.186 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL IS-0031017.100, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00- 024.001. ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES. ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF RIGHT-OF-WAY AND CONSTRUCTION OF STATE ROUTE 161, UNLESS OTHERWISE SHOWN. THE BEARINGS FOR THE UNI-161-12.98 PROTECT ARE BASED UPON STATE PLANE GRID BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72", "FRANK 172", "FCGS 5536", AND "FCGS 5534". THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191, AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006 BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SA[D SURVEYOR. GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD IN OFFICIAL RECORD 685, PAGE 188, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO. A llRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF. r.,' . O .: ~ZA3~'E62 ~p0. ;~t.FGtSTc~ ~,~~%~ R. D. ZANDE AND ASSOCIATES, INC. REGISTERED SURVEYOR NO. 7191 DATE RX ? 50 Rev. 10/O6 EX! IT --'%~'~ Page I of4 PID 80746 PARCEL 65-WD2 CTY-RTE-SEC UN1-161-t?.98 Version Date 07/t3/07 PARCEL 65-WD2 UNI-161-12.98 ALL RIGHT, TITLE AND INTEREST IN FEE SIMPLE TN THE FOLLOWING DESCRIBED PROPERTY WITHOUT LIMITATION OF EXISTING ACCESS RIGHTS Grantor/Owner, for himself and his heirs, executors, administrators, successors and assigns, reserves al] existing rights of ingress and egress to and from any residual area (as used herein, the expression "Grantor/Owner" includes the plural, and words in the masculine include the feminine or neuter). (Surveyor's description of the premises followsl SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED iN VIRGINIA MILITARY SURVEYS NO. 6420 AND 6748, $EING A PART OF THE ORIGINAL 37.998 AND 5.000 ACRE TRACTS CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEEDS OF RECORD IN OFFICIAL RECORD 95, PAGE 346 AND OFFICIAL RECORD 144, PAGE 334, RESPECTIVELY, RECORDS OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A PARCEL OF LAND LYING ON THE LEFT AND RIGHT SIDES OF THE CENTERLINE OF RIGHT-OF-WAY AND CONSTRUCTION OF RELOCATED INDUSTRIAL PARKWAY, AS ESTABLISHED BY A SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN AND THE OHIO DEPARTMENT OF TRANSPORTATION IN 2005 AND 2006, AND BEING LOCATED WITHIN THE FOLI.OWBJG DESCRIBED BOUNDARY POINTS OF PARCEL 65-WD2; BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUNp IN THE CENTERLINE OF HYLAND-CROY ROAD (COUNTY ROAD 2), AT A COMMON CORNER OF VIRGINIA MILITARY SURVEYS 6420 AND 6748; THENCE SOUTH 84 UEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 2309.19 FEET ALONG SAID COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, TO AN IRON PIN SET IN THE EXISTING WESTERLY RIGHT-OF-WAY LINE OF INDUSTRIAL PARKWAY (COUNTY ROAD 1); THENCE CONTINUING SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 435.64 FEET ALONG SAID COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, TO A STONE FOUND AT A COMMON CORNER OF THE 4.653 ACRE TRACT CONVEYED TO JOHN L. WIRCHAINSKI BY DEED OR RECORD IN DEED BOOK 305, PAGE 88 AND SAID ORIGINAL 5.000 ACRE TRACT, BEING AN ANGLE POINT IN THE NORTHERLY LINE OF THE L124 ACRE TRACT CONVEYED TO THE ASMAN LAND CO., LTD., BY DEED OF RECORD IN OFFICIAL RECORD 14Q, PAGE 154; SAID STONE BEING 82.24 FEET RIGHT OF CENTERLINE STATION 18+95.60, AND BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-Wb2; THENCE SOUTH 84 pEG. 04 MIN. 54 SEC. WEST, A DISTANCE OF 22.94 FEET ALONG SAID COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, AND THE COMMON LINE OF SAID ORIGINAL 5.000 AND 1.124 ACRE TRACTS TO A POINT AT THE COMMON CORNER OF SAID ORIGINAL 5.000 AND 1.124 ACRE TRACTS, BEING 63.74 FEET RIGHT OF CENTERLINE STATION ]8+82.03; SAID POINT BEING LOCATED SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 0.13 FEET FROM AN IRON PIN FOUND; THENCE SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 10.53 FEET ALONG A COMMON LINE OF SAID ORIGINAL 5.000 AND 1.124 ACRE TRACTS TO AN IRON PIN SET AT A POINT OF TANGENCY IN THE NEW EASTERLY RIGHT-OP-WAY LINE OF RELOCATED INDUSTRIAL PARKWAY, BEING 69.68 FEET RIGHT OF CENTERLINE STATION 18+73.33; RX 250 Rev. 09/06 EX}IIBIT A PiD PARCEI. CTY-RTE-SEC Version Date Page ? of 4 60748 65-WD? IJNI-161-12.96 07/13/07 THENCE THE FOLLOWING SIX (6) COURSES AND DISTANCES ALONG THE NEW EASTERLY RIGHT-OF-WAY LINES OF RELOCATED INDUSTRIAL PARKWAY, AND ACROSS SAID ORIGINAL 5.000 AND 37.998 ACRE TRACTS; 1. THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 108.36 FEET, A CENTRAL ANGLE OF 32 DEG. 46 MIN. 04 SEC., AN ARC LENGTH OF 61.97 FEET, THE CHORD TO WHICH BEARS SOUTH 45 DEG. 20 MIN. 34 SEC. WEST, A CHORD DISTANCE OF 61.13 FEET TO AN IRON PIN SET AT A POINT OF CURVATURE, BEING 53.42 FEET RIGHT OF CENTERLINE STATION 18+09.56; 2. THENCE SOUTH 28 DEG. S7 MIN. 32 SEC. WEST, A DISTANCE OF 84.73 FEET TO AN IRON PIN SET, BEING 48.00 FEET RIGHT OF CENTERLINE STATION 17+28.00; 3. THENCE SOUTH 2S DEG. 17 MIN. 32 SEC. WEST, A DISTANCE OF 137.02 FEET TO AN IRON PIN SET AT A POINT OF TANGENCY, BEING 48.00 FEET RIGHT OF CENTERLINE STATION 1S+g7.98; 4. THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 484.98 FEET, A CENTRAL ANGLE OF 27 DEG. 20 MIN. 31 SEC., AN ARC LENGTH OF 23].44 FEET, THE CHORD TO WHICH BEARS SOUTH 1 ] DEG. 37 MIN. 17 SEC. WEST, A CHORD DISTANCE OF 229.25 FEET TO AN IRON PIN SET AT A POMT OF COMPOUND CURVATURE, BEING 48.00 FEET RIGHT OF CENTERLINE STATION 13+33.63; 5. THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 170.00 FEET, A CENTRAL ANGLE OF 35 DEG. 17 MIN. 49 SEC., AN ARC LENGTH OF 104.73 FEET, THE CHORD TO WHICH BEARS SOUTH ]9 DEG. 41 MIN. S3 SEC. EAST, A CHORD DISTANCE OF 103.08 FEET TO AN IRON PIN SET, BEING 68.74 FEET RIGHT OF CENTERLINE STATION 12+20.00; 6. TI{ENCE SOUTH 83 DEG. 24 MIN. 25 SEC. EAST, A DISTANCE OF 85.66 FEET TO AN IRON PIN SET (3/4 INCHES IN DIAMETER BY 30 LNCHES LONG WITH AN ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES) IN THE NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161, BEING 147.58 FEET RIGHT OF CENTERLINE STATION 11+77.78; THENCE SOUTH 7l DEG. 1 I MIN. 46 SEC. WL-ST, A DISTANCE OF 232.58 FEET ALONG THE NEW NORT}IERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161, AND ACROSS SAID ORIGINAL 37.998 ACRE TRACT, TO AN IRON PIN SET (3/4 INCHES 1N DIAMETER BY 30 INCHES LONG WITH AN ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES) IN THE NEW WESTERLY RIGHT-OF-WAY LINE OF RELOCATED INDUSTRIAL PARKWAY, BEING 85.00 FEET LEFT OF CENTERLINE STATION ] 1+77.78; THENCE THE FOLLOWING SIX (6) COURSES AND DISTANCES ALONG THE NEW WESTERLY RIGHT-OF-WAY LINES OF RELOCATED INDUSTRLAL PARKWAY, AND ACROSS SAID ORIGINAL 37.998 AND 5.000 ACRE TRACTS; THENCE NORTH 02 DEG. Ol MIN. 00 SEC. WEST, A DISTANCE OF 198.42 FEET TO AN IRON PIN SET, BEING 59.00 FEET LEFT OF CENTERLINE STATION 13+51.89; 2. THENCE NORTH 15 DEG. OI MIN. 35 SEC. EAST, A DISTANCE OF 55.56 FEET TO AN IRON PIN SET ON A CURVE, BEING 47.00 FEET LEFT OF CENTERLINE STATION 14 +01.25; EXHI$TT A Page 3 of 4 RX 250 P[U 80748 Rev. 09/06 PARCEL 65-WD2 CTY-RTE-SEC UNI-I61-12.98 Version Date 07/I3/07 3. THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 579.98 FEET, A CENTRAL ANGLE OF 20 DEG. 04 MIN. 24 SEC., AN ARC LENGTH OF 203.20 FEET, THE CHORD TO WHICH BEARS NORTH IS DEG. IS MIN. 20 SEC. EAST, A CHORD DISTANCE OF 202.16 FEET, TO AN IRON PIN SET AT A POINT OF TANGENCY, BEING 47.00 FEET LEFT OF CENTERLINE STATION 15+87.98; 4. THENCE NORTH 26 DEG. 17 MIN. 32 SEC. EAST, A DISTANCE OF 137.02 FEET TO AN IRON PIN SET BEING 47.00 FEET LEFT OF CENTERLINE S'CATION 17+25.00; S. THENCE NORTH 2t DEG. 09 MIN. 33 SEC. EAST, A DISTANCE OF 107.39 FEET TO AN IRON PIN SET AT A POINT OF CURVATURE, BEING SS.87 FEET LEFT OF CENTERLINE STATION 18+27.24; 6. THENCE ALONG A CURVE TO THE LEFT, H,4V}NG A RADIUS OF 60.00 FEET, A CENTRAL ANGLE OF 94 DEG. 57 MIN. 44 SEC., AN ARC LENGTH OF 99.44 FEET, "fHE CHORD TO WHIC}I BEARS NORTH 26 DEG. 19 MIN. 19 SEC. WEST, A CHORD DISTANCE OF 88.45 FEET, TO AN IRON PIN SET AT A POINT OF COMPOUND CURVATURE IN THE NEW SOUTHERLY RIGHT-OF-WAY LINE OF AN EAST-WEST CONNECTOR ROAD LEADING TO EXISTING INDUSTRIAL PARKWAY; THENCE ALONG SAID NEW SOUTHERLY RIGHT-OF-WAY LINE OF THE CONNECTOR ROAD, WITH A CURVE TO THE LEFT, HAVING A RADIUS OF 458.00 FEET, A CENTRAL ANGLE OF OS DEG. 4S MIN. S8 SEC., AN ARC LENGTH OF 46.09 FEET, THE CHORD TO WHICH BEARS NORTH 76 DEG. 41 MIN. 10 SEC. WEST, A CHORD DISTANCE OF 46.07 FEET, 7'O AN IRON PIN SET, BEING 45.94 FEET RIGHT OF CONNECTOR ROAD CENTERLINE STATION 48+00.00; THENCE NORTH OS DEG. 32 MIN. 09 SEC. EAST, A DISTANCE OF 96.03 FEET ACROSS SAID OR]GINAL 5.000 ACRE TRACT, TO AN IRON PIN SET IN THE NEW NORTHERLY RIGHT-OF-WAY LINE OF SAID CONNECTOR ROAD, BEING THE SOUT}ERLY LINE OF THE 5.000 ACRE TRACT CONVEYED TO RONALD E. AND GLORJA I. DEWOLF BY DEED OF RECORD IN OFFICIAL. RECORD 144, PAGE 336; SAID IRON PIN BEING 50.09 FEET LEFT OF CONNECTOR ROAD CENTERLINE STATION 48+00.00; THENCE NORTH 84 DEG. ]4 MIN. 16 SEC. EAST, A DISTANCE OF 204.36 FEET (PASSING AN IRON PIN SET AT A DISTANCE OF 167.87 FEET, AND PASSING AN IRON PIN FOUND AT A DISTANCE OF 204.23 FEET) ALONG, IN PART, THE NEW NORTHERLY RIGHT'-OF-WAY LINE OF SAID CONNECTOR ROAD, AND ALONG SAID SOUTHERLY LINE OF THE 5.000 ACRE DEWOLF TRACT TO A POINT LN THE COMMON LINE OF SAID ORIGINAL 5.000 ACRE JEROME I ASSOCIATE TRACT AND SAID 4.653 ACRE TRACT, AT THE SOUTHEASTERLY CORNER OF SAID 5.000 ACRE DEWOLF TRACT; SAID POINT BEING 41.77 LEFT OF RELOCATED INDUSTRIAL PARKWAY CENTERLINE STATION 20+72.97; THENCE SOUTH OS DEG. 20 MIN. ]4 SEC. EAST, A DISTANCE OF 217.08 FEET ALONG SAID COMMON LINE OF THE ORIGINAL 5.000 ACRE JEROME 1 ASSOCIATES TRACT AND SAID 4.653 ACRE TRACT, TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-WD2, CONTAINING 2.541 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES 0.000 ACRES, MORE OR LESS. RX ?50 Rev. 09/06 EXHTBTT A PID PARCEL CTY-RTE-SEC Version Date Page 4 of 4 80748 65-WD2 11N1-161-t?.98 07/13/07 OF THE ABOVE DESCRIBED AREA, 0.887 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL IS-003f018.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146.00-00- 025.000. OF THE ABOVE DESCRIBED AREA, 1.654 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL 1 5-003 1 0 1 8.200, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00- 025.004. ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG, WITH A PLASTIC CAP STAMPED "R.D. ZANDE", UNLESS OTHERWISE STATED. ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF RIGHT-OF-WAY AND CONSTRUCTION OF RELOCATED INDUSTRIAL PARKWAY, UNLESS OTHERWISE SHOWN. THE BEARINGS FOR THE UNI-161-12.98 PROTECT ARE BASED UPON STATE PLANE GRID BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED USING G.P.S. METFIODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72", "FRANK 172", "FCGS 5536", AND "FCGS 5534". THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191, AND IS BASED UPON A SURVEY FOR'THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006 BY R. D. ZANDE AND ASSOCIATES, TNC., UNDER'I'HE DIRECTION OF SAID SURVEYOR. GRANTOR CLAIMS TITLE BY THE INSTRUMENTS OF RECORD IN OFFICIAL RECORD 95, PAGE 346 AND OFFICIAL RECORD 144, PAGE 334, OF THE RECORDER'S OFFICE, UN10N COUNTY, OH70. A DRAWING OF THIS DESCRIPTION IS A'F I'ACHED HERETO AND MADE PART THEREOF. '\\;41\~IeVI Trt~r. ~\ ~~ rrrrr /r - ~i, l ~~• STEVEN ~'T ~. 42ADE4? -p ~.. 713'R e ~~ `' ", po ,'~F~ESr~R~a' k~ . TJ .. -. ~~ `e.. rytlrnvnt e:*~ R. D. ZANDE ANA ASSOCIATES, INC. REGISTERED SURVEYOR NO. 7191 BATE EXHIBIT Page t of 3 RX 250 ~ PID 80748 Rev. 10/06 JJJ PARCEL 65-WDI CTY-RTE-SEC UNI-161-12.98 Version Date 03/31/07 PARCEL 65-WDI UNI-161-12.98 ALL RIGHT, TITLE AND INTEREST IN FEE SIMPLE IN THE FOLLOWING DESCRIBED PROPERTY WITHOUT LIMITATION OF EXISTING ACCESS RIGHTS Grantor/Owner, for himself and his heirs, executors, administrators, successors and assigns, reserves all existing rights of ingress and egress to and from any residual area (as used herein, the expression "Grantor/Owner" includes the plural, and words in the masculine include the feminine or neuter). iSurveyor's description of the premises follows] SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN VIRGINIA MILITARY SURVEY NO. 6748, BEING A PART OF THE 37.998 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 9S, PAGE 346, UNLESS OTHERWISE SHOWN, RECORDS OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A PARCEL OF LAND LYING ON THE LEFT AND RIGHT SIDF,S OF THE CENTERLINE OF RIGHT-OF•WAY AND CONSTRUCTION OF STATE ROUTE 161, AS ESTABLISHED BY A SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN AND THE OHIO DEPARTMF,NT OF TRANSPORTATION IN 2005 AND 2006, AND BEING LOCATED WITHIN THE FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 65-WDI; BEGINNING FOR REFERENCE AT THE POINT OF INTERSECTION OF THE EXISTING CENTERLINE OF COSGRAY ROAD WITH SAID CENTERLINE OF RIGHT-OF-WAY AND CONSTRUCTION OF STATE ROUTE 161, BEING A'F CENTERLINE STATION 19+42.80; THENCE SOUTH 09 DEG. 26 MIN. 02 SEC. EAST, A DISTANCE OF 1.82 FEET ALONG THE CENTERLINE OF COSGRAY ROAD, TO A RAILROAD SPIKE FOUND IN THE SOUTHERLY LINE OF THE 2.189 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD iN OFFICIAL RECORD 702 PAGE 520 (UNION COUNTY RECORDER'S OFFICE), AT THE COMMON CORNER OF THE 1.146 ACRE TRACT CONVEYED TO JEFFREY WEINGARTEN BY DEED OF RECORD [N OFFICIAL RECORD 2627 J10 (FRANKLIN COUNTY RECORDER'S OFFICE) AND THE LANDS CONVEYED TO JOHN L. BOND BY DEED OF RECORD IN OFFICIAL RECORD 917 F01 (FRANKLIN COUNTY RECORDER'S OFFICE); SAID RAILROAD SPIKE BEING 1.80 FEET RIGHT OF CENTERLINE STATION 19+42.51; THENCE NORTH 7S DEG. 03 MIN. 4S SEC. EAST, A DISTANCE OF 45.22 FEET ALONG THE NORTHERLY LINE OF SAID BOND LANDS AND THE SOUTHERLY LINE OF SAID 2.189 ACRE TRACT TO A POINT AT THE COMMON CORNER OF SAID 2.189 ACRE TRACT AND THE 5.240 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 685, PAGE 188; SAID POINT BEING 4.66 FEET RIGHT OF CENTERLINE STATION 19+87,62; THENCE CONTINUING NORTH 7S DEG. 03 MIN. 4S SEC. EAST, A DISTANCE OF 101.59 FEET ALONG THE SOUTHERLY LINE OF SAID 5.240 ACRE TRACT, AND THE NORTHERLY LINE OF SAID BOND LANDS AND THE 61.7701 ACRE TRACT CONVEYED TO PEWAMO, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 579, PAGE 727, TO THE COMMON CORNER OF SAID ORIGINAL 37.998 AND 5.240 ACRE TRACTS, BEING 12.38 FEET RIGHT OF CENTERLINE STATION 20+88.76, AND BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-WDI; EXHIBIT A Page 2 of 3 RX 250 P[D 80748 Rev. 09/06 PARCEL 65-WDI ClY-RTE-SEC UNI-161-12.98 Version Date 03/31/07 THENCE NORTH 04 DEG. 38 MIN. 27 SEC. WEST, A DISTANCE OF 85.40 FEET (PASSING A CONCRETE RIGHT-OF-WAY MONUMENT FOUND AT A DISTANCE OF 49.23 FEET) ALONG THE COMMON LINE OF SAID ORIGINAL 37.998 AND 5.240 ACRE TRACTS, TO AN IRON PIN SET ON A CURVE IN THE NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161, BEING 70.00 FEET LEFT OF CENTERLINE STATION 21+11.37; THENCE THE FOLLOWING SIX (6) COURSES AND DISTANCES ALONG THE NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161, AND ACROSS SAID ORIGINAL 37.998 ACRE TRACT; 1. THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 5659.58 FEET, A CENTRAL ANGLE OF OI DEG. 42 MiN. 1 S SEC., AN ARC LENGTH OF 168.33 FEET, THE CHORD TO WHICH BEARS NORTH 69 DEG. 07 MIN. 12 SEC. EAST, A CHORD DISTANCE OF 168.32 FEET, TO AN IRON PIN SET, BEING 70.00 FEET LEFT OF CENTERLINE STATION 22+81.78; 2. THENCE NORTH 68 DEG. 16 MiN. 04 SEC. EAST, A DISTANCE OF 668.22 FEET TO AN IRON P[N SET, BERJG 70.00 FEET LEFT OF CENTERLINE STATION 29+50.00; 3. THENCE NORTH 62 DEG. 33 MIN. 26 SEC. EAST, A DISTANCE OF 100.50 FEET TO AN IRON PIN SET, BEING 80.00 FEET LEFT OF CENTERLINE STATION 30+50.00; 4. THENCE NORTII 29 DEG. 23 MIN. 19 SEC. EAST, A DISTANCE OF 162.33 FEET TO AN IRON PIN SET, BEING 181.89 FEET LEFT OF CENTERLINE STATION 31+76.37; S. THENCE NORTH 71 DEG. 11 MIN. 46 SEC. EAST, A DISTANCE OF 232.58 FEET TO AN IRON PIN SET, BEING IS9.37 FEET LEFT OF CENTERLINE STATION 34+19.47; 6. THENCE SOUTH 83 DEG. 14 MIN. 45 SEC. EAST, A DISTANCE OF 111.25 FEET TO AN IRON PIN SET IN THE COMMON LINE OF SAID ORIGBJAL 37.998 ACRE TRACT AND THE ORIGINAL 3.015 ACRE TRACT CONVEYED TO JOHN L. VICKERS BY DEED OF RECORD IN OFFICIAL RECORD 378, PAGE 869; SAID IRON PIN BEING 100.00 FEET LEFT OF CENTERLINE STATION 35+13.88; THENCE SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 77.01 FEET (PASSING AN IRON PIN FOUND AT A DISTANCE OF 34.17 FEET) ALONG THE COMMON LINE OF SAID ORIGINAL 37.998 AND 3.018 ACRE TRACTS TO A POINT TN THE EXISTING CENTERLINE OF STATE ROUTE 161, AND THE NORTHERLY LINE OF THE 1.187 ACRE TRACT CONVEYED TO THE CITY OF DUBLIN BY DEED OF RECORD ]N DEED BOOK 285, PAGE 585, AT THE COMMON CORNER OF SAID ORIGINAL 37.998 AND 3.015 ACRE TRACTS; SAID POINT BEING 28.35 FEET LEFT OF CENTERLINE STATION 34+85.35; THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ALONG THE EXISTING TANGENT CENTERLINE OF STATE ROUTE 161, THE SOUTHERLY LINE OF SAIb ORIGINAL 37.998 ACRE TRACT, AND THE NORTHERLY LINE OF SAID 1.187 AND 61.7701 ACRE TRACTS; THENCE SOUTH 6S DEG. S8 MIN. 10 SEC. WEST, A DISTANCE OF 1375.27 FEET TO AN ANGLE POINT, BEING 14. I6 FEET RIGHT OF CENTERLINE STATION 21+09.22; 2. THENCE SOUTH 7S DEG. 03 MIN. 4S SEC. WEST, A DISTANCE OF 20.58 FEET TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-WDI, CONTAINING 2.634 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES 1.328 ACRES, MORE OR LESS. EXHIBIT A Paye 3 of3 RX 250 PID 80748 Rev. 09/06 PARCEL 65-WDI CTY-RTE-SEC UNI-161-12.98 Version Date 03/31/07 OF THE ABOVE DESCRIBED AREA, 2.634 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL 15-0031018.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00- 025.000. ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES. ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF RIGHT-OF-WAY AND CONSTRUCTION OF STATE ROUTE 161, UNLESS OTHERWISE SHOWN. THE BEARINGS FOR THE UNI-161-12.98 PROJECT ARE BASED UPON STATE PLANE GRID BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED USING G.P.S. ME"FHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72", "FRANK 172", "FCGS 5536", AND "FCGS 5534". THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191, AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006 BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID SURVEYOR. GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD BJ OFFICIAL RECORD 95, PAGE 346, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO. A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF ' • . ~.~.' Jti/ ~. C -~- , '>TEVr'_N "^. it '; R. D. ZANDE AND ASSOCIATES INC. , ;Ai;:'~t ~ , ~` = - r ~ .v •, fir;,;eR.• ;• \~^ ...,,,, `•~ ;, R GIST RVEYORN0.719] DATE RX 2%0 Rev. 09/06 Yage I of 2 Pm 80748 ~~- PARCEL 50-SH C7Y-RTE-SEC UNI-161.12.98 Version Date 04/02/07 PARCEL SO-SH UNI-161-12.98 PERPETUAL EASEMENT FOR HIGHWAY PURPOSES WITHOUT LIMITATION OF EXISTING ACCESS RIGHTS An exclusive perpetual easement for public highway and road purposes, including, but not limited to any utility construction, relocation and/or utility maintenance work deemed appropriate by the State of Ohio, Department of Transportation, its successors and assigns forever. Grantor/Owner, for himself and his heirs, executors, administrators, successors and assigns, reserves all existing rights of ingress and egress to and from any residual area (as used herein, the expression "Grantor/Owner" includes the plural, and words in the masculine include the feminine or neuter). Surve or's descri tion of the remises follows SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED W VIRGINIA MILITARY SURVEY NO. 6748, BEING A PART OF THE 5.240 ACRE TRACT CONVEYED TO JEROME 1 ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 685, PAGE 188, UNLESS OTHERWISE SHOWN RECORDS OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A PARCEL OF LAND LYWG ON THE LEFT SIDF, OF THE CENTERLINE OF RIGHT-OF- WAY AND CONSTRUCTION OF STATE ROUTE 161, AS ESTABLISHED BY A SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DIJBLIN AND THE OH10 DEPARTMENT OF TRANSPORTATION IN 2005 AND 2006, ANb BEING LOCATED WITHIN THE FOLLOWWG DESCRIBED BOUNDARY POINTS OF PARCEL SO-SH; BEGINNWG FOR REFERENCE AT THE POINT OF INTERSECTION OF THE EXISTING CENTERLINE OF COSGRAY ROAD WITH SAID CENTERLWE OF RIGHT-OF-WAY AND CONSTRUCTION OF STATE ROUTE 161, BEING AT CENTERLINE STATION 19+42.80; THENCE SOUTH 09 DEG. 26 MW. 02 SEC. EAST, A DISTANCE OF 1.82 FEET ALONG THE CENTERLINE OF COSGRAY ROAD, TO A RAILROAD SPIKE FOUND IN THE SOUTHERLY LINE OF THE 2.189 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 702 PAGE 520 (UNION COUNTY RECORDER'S OFFICE), AT THE COMMON CORNER OF THE 1.146 ACRE TRACT CONVEYED TO JEFFREY WF,INGARTEN BY DEED OF RECORD IN OFFICIAL RECORD 2627 J10 (FRANKLIN COUNTY RECORDER'S OFFICE) AND THE LANDS CONVEYED TO JOHN L. BOND BY DEED OF RECORD IN OFFICIAL RECORD 917 F01 (FRANKLIN COUNTY RECORDER'S OFFICE); SAID RAILROAD SPIKE BEWG 1.80 FEET RIGHT OF CENTERLINE STATION 19+42.51; THENCE NORTH 76 DEG. 03 MIN. 46 SEC. EAST, A DISTANCE OF 45.22 FEET ALONG THE NORTHERLY LINE OF SAID BOND LANDS AND THE SOUTHERLY LWE OF SAID 2.189 ACRE TRACT, TO A POINT AT THE COMMON CORNER OF SAID 2.189 AND 5.240 ACRE TRACTS; SAID POINT BEING 4.66 FEET RIGHT OF CENTERLINE STATION 19+87.62; THENCE NORTH 04 DEG. 38 MW. 02 SEC. WEST, A DISTANCE OF 77.03 FEET (PASSWG AN IRON PIN FOUND AT A DISTANCE OF 43.01 FEET) ALONG THE COMMON LINE OF SAID 2.189 AND 5.240 ACRE TRACTS TO AN IRON PIN SET ON A CURVE IN THE NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161, BEWG 70.00 FEET LEFT OF CENTERLWE STATION 20+06.69; SAID IRON BEWG THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL SO-SH; THENCE CONTINUING NORTH 04 DEG. 38 MW. 02 SEC. WEST, A DISTANCE OF 20.65 FEET ALONG SAID COMMON LINE OF SAID 2.189 AND 5.240 ACRE TRACTS TO A POINT ON A CURVE, BEING 90.00 FEET LEFT OF CENTERLINE STATION 20+I 1.89; Rx no EXHIBIT A Rev. 09/06 Pm Page 2 of 2 PARCEL 80748 CTY-RTE-SEC 50-SH UN416I-12.98 Version Date 04/02/07 THENCE ACROSS SAID 5.240 ACRE TRACT, PgRALLEL WITH SAID CENTERLINE OF RIGHT- OF-Wqy OF STATE ROUTE 161, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 5639.58 FEET, A CENTRAL ANGLE OF O I DEG. 03 MIN. 03 SEC., AN ARC LENGTH OF 103.43 FEET, THE CHORD TO WHICH BEARS NORTH 70 DEG. 26 MIN. 29 SEC. EAST, A CHORD DISTANCE OF ]03.43 FEET TO A POINT IN THE COMMON LINE OF SAID 5.240 ACRE TRACT AND THE ORIGINAL 37.998 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 9S, PAGE 346; SAID POINT BEING 90.00 FEET LEFT OF CENTERLINE STATION 21+16.97; THENCE SOUTH 04 DEG. 38 MIN. 27 SEC. EAST, A DISTANCE OF 20.75 FEET ALONG SAID COMMON LINE OF THE ORIGINAL 37.998 AND 5.240 ACRE TRACTS TO AN IRON PIN SET ON A CURVE IN THE NEW NORTHERLY RIGHT-OF-Wqy LINE OF STATE ROUTE ]6l; SAID POINT BEING 70.00 FEET LEFT OF CENTERLINE STATION 21+11,37, THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 5659.58 FEET, A CENTRAL ANGLE OF 01 DEG. 02 MIN. 49 SEC., AN ARC LENGTH OF 103.40 FEET, THE CHORD TO WHICH BEARS SOUTH 70 DEG. 29 MIN. 43 SEC. WEST, A CHORD DISTANCE OF t 03.40 FEET, TO THE POINT OF TRUE BEGINNING OF THE HEREBJ DESCRIBED PARCEL 50-SH, CONTAINING 0.047 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES 0.000 ACRES, MORE OR LESS. OF THE ABOVE DESCRIBED AREA, 0.047 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL ]5-0031017.10, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00- 024.001. ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER $Y 30 INCHES LONG WITH AN ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES. ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF RIGHT-OF-WAY AND CONSTRUCTION OF STATE ROUTE 161, UNLESS OTHERWISE SHOWN. THE BEARINGS FOR THE UNI.161-12.98 PROJECT ARE BASED UPON STATE PLANE GRID BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72", "FRANK 172", "FCGS SS36", AND "FCGS SS34". THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191, AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006 BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID SURVEYOR. GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD IN OFFICIAL RECORD 685, PAGE 188, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO. A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF. ' g ' '•., Q R. D. ZANDE AND ASSOCIATES, INC. ~ °' STEVEN ,, REGISTERED SURVEYOR NO. 7191 .. G~"':FG/S~R~'°~-~~ ~ DATE . ~~nC/ •..,. . U~V `'° ` UNLES <'` ,\ EXHIBIT Page I of 3 RX 270 PID 80746 Rev. 09/06 PARCEL 65-SHI CTY-RTE-SEC UNI-161-12.98 Version Date 04/02/07 PARCEL 65-SHI UNI-161-12.98 PERPETUAL EASEMENT FOR HIGHWAY PURPOSES WITHOUT LIMITATION OF EXISTING ACCESS RIGHTS An exclusive perpetual easement for public highway and road purposes, including, but not limited to any utility construction, relocation and/or utility maintenance work deemed appropriate by the State of Ohio, Department of Transportation, its successors and assigns forever. Grantor/Owner, for himself and his heirs, executors, administrators, successors and assigns, reserves all existing rights of ingress and egress to and from any residual area (as used herein, the expression "Grantor/Owner" includes the plural, and words in the masculine include the feminine or neuter). (Surveyor's description of the premises follows) SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN VIRGINIA MILITARY SURVEY NO. 6748, BEING A PART OF THE 37.998 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 95, PAGE 346, UNLESS OTHERWISE SHOWN, RECORDS OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A PARCEL OF LAND LYING ON THE LEFT SIDE OF THE CENTERLINE OF RIGHT-OF- WAY AND CONSTRUCTION OF STATE ROUTE 161, AS ESTABLISHED BY A SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN AND THE OHIO bEPARTMENT OF TRANSPORTATION IN 2005 AND 2006, AND BEING LOCATED WITHIN THE FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 65-SHI; BEGINNING FOR REFERENCE AT THE POINT OF INTERSECTION OF THE EXISTING CENTERLINE OF COSGRAY ROAD WITH SAID CENTERLINE OF RIGHT-OF-WAY AND CONSTRUCTION OF STATE ROUTE 161, BEING AT CENTERLINE STATION 19+42.80; THENCE SOUTH 09 DEG. 26 MIN. 02 SEC. EAST, A DTSTANCE OF 1.82 FEET ALONG THE CENTERLINE OF COSGRAY ROAD, TO A RAILROAD SPIKE FOUND IN THE SOUTHERLY LINE OF THE 2.189 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 702 PAGE 520 (UNION COUNTY RECORDER'S OFFICE), AT THE COMMON CORNER OF THE 1.146 ACRE TRACT CONVEYED TO JEFFREY WEINGARTEN BY DEED OF RECORD IN OFFICIAL RECORD 2627 J10 (FRANKLIN COUNTY RECORDER'S OFFICE) AND THE LANDS CONVEYED TO JOHN L. BOND BY DEED OF RECORD IN OFFICIAL RECORD 917 FOI (FRANKLIN COUNTY RECORDER'S OFFICE); SAID RAILROAD SPIKE BEING 1.80 FEET RIGHT OF CENTERLINE STATION ] 9+42.51; THENCE NORTH 75 DEG. 03 MIN. 45 SEC. EAST, A DISTANCE OF 45.22 FEET ALONG THE NORTHERLY LINE OF SAID BOND LANDS AND THE SOUTHERLY LINE OF SAID 2.189 ACRE TRACT TO A POINT AT THE COMMON CORNER OF SAID 2.189 ACRE TRACT AND THE 5.240 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 685, PAGE 188; SAID POINT BEING 4.66 FEET RIGHT OF CENTERLINE STATION 19+87.62; THENCE CONTINUING NORTH 75 DEG. 03 MIN. 45 SEC. EAST, A DISTANCE OF 101.59 FEET ALONG THE SOUTHERLY LINE OF SAID 5.240 ACRE TRACT, AND THE NORTHERLY LINE OF SAID BOND LANDS AND THE 61.7701 ACRE TRACT CONVEYED TO PEWAMQ, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 579, PAGE 727, TO THE COMMON CORNER OF SAID ORIGINAL 37.998 AND 5.240 ACRE TRACTS, BEING 12.38 FEET RIGHT OF CENTERLINE STATION 20+88.76; ~''.X~I$YT_E~ Page 2 of 3 RX 270 P[D 80746 Rev. 09/06 PARCEL 65-SHI C7Y-R"I'E-SEC UNI-161-t2.96 Version Date 04/02107 THENCE NORTH 04 DEG. 38 MIN. 27 SEC. WEST, A DISTANCE OF 85.40 FEET (PASSING A CONCRETE RIGHT-OF-WAY MONUMENT FOUND AT A DISTANCE OF 49.23 FEET) ALONG THE COMMON LINE OF SAID ORIGINAL 37.998 AND 5.240 ACRE TRACTS, TO AN IRON PIN SET ON A CURVE IN THE NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161, BEING 70.00 FEET LEFT OF CENTERLINE STATION 21+11.37, AND BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-SHI; THENCE CONTINUING NORTH 04 DEG. 38 MIN. 27 SEC. WEST, A DISTANCE OF 20.75 FEET ALONG SAID COMMON LINE OF SAID ORIGINAL 37.998 AND 5.240 ACRE TRACTS TO A POINT IN THE NORTHERLY LINE OF THE HEREIN DESCRIBED STANDARD HIGHWAY EASEMENT, BEING 90.00 FEET LEFT OF CENTERLINE STATION 21+16.97; THENCE THE FOLLOWING FIVE (5) COURSES AND DISTANCES ALONG THE NORTHERLY LINE OF'FHE HEREIN DESCRIBED STANDARD HIGHWAY EASEMENT, AND ACROSS SAID ORIGINAL 37.998 ACRE TRACT; 1. THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 5639.58 FEET, A CENTRAL ANGLE OF O1 DEG. 38 MIN. 53 SEC., AN ARC LENGTH OF 162.23 FEET, THE CHORD TO WHICH BEARS NORTH 69 DEG. OS MIN. 3l SEC. EAST, A CHORD DISTANCE OF 162.22 FEET, TO A POINT OF TANGENCY, BEING 90.00 FEET LEFT OF CENTERLINE STATION 22+81.78; 2. THENCE NORTH 68 DEG. 16 MIN. 04 SEC. EAST, A DISTANCE OF 667.22 FEET TO A POINT, BEING 90.00 FEET LEFT OF CENTERLINE STATION 29+49.00; 3. THENCE NORTH 62 DEG. 33 MIN. 26 SEC. EAST, A DISTANCE OF 93.54 FEET TO A POINT, BEING 99.31 FEET LEFT OF CENTERLINE STATION 30+42.09; 4. THENCE NORTH 29 DEG. 23 MIN. 19 SEC. EAST, A DISTANCE OF 134.01 FEET TO A POINT, BEING 183.42 FEET LEFT OF CENTERLINE STATION 31+46.41; 5. THENCE NORTH 71 DEG. 11 MIN. 46 SEC. EAST, A DISTANCE OF 30.00 FEET TO AN IRON PIN SET IN THE NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161, BEING 181.89 FEET LEFT OF CENTERLINE STATION 311-76.37; THENCE THE FOLLOWING FOUR (4) COURSES AND DISTANCES ALONG THE NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161, AND ACROSS SAID ORIGINAL 37.998 ACRE TRACT; 1. THENCE SOUTH 29 DEG. 23 MIN. 19 SEC. WEST, A DISTANCE OF 162.33 FEET TO AN IRON PIN SET, BEING 80.00 FEET LEFT OF CENTERLINE STATION 30+50.00; 2. THENCE SOUTH 62 DEG. 33 MIN. 26 SEC. WEST, A DISTANCE OF 100.50 FEET TO AN IRON PIN SET, BEING 70.00 FEET LEFT OF CENTERLINE STATION 29+50.00; 3. THENCE SOUTH 68 DEG. 16 MIN. 04 SEC. WEST, A DISTANCE OF 668.22 FEET TO AN IRON PIN SET AT A POINT OF TANGENCY, BEING 70.00 FEET LEFT OF CENTERLINE STATION 22+g 1.78; 4. THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 5659.58 FEET, A CENTRAL ANGLE OF O1 DEG. 42 MIN. 15 SEC., AN ARC LENGTH OP 168.33 FEET, THE CHORD TO WHICH BEARS SOUTH 69 DEG. 07 MIN. 12 SEC. WEST, A CHORD DISTANCE OF 168.32 FEET, TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-SHI, CONTAINING 0.495 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES 0.000 ACRES, MORE OR LESS. RX 270 Rev. 09/06 EJCIITBTT A PiD PARCEL CTY-RTE-SEC Version Date Page 3 of 3 80748 65-SHI IJNI-161-12,98 04/OJ07 OF THE ABOVE DESCRIBED AREA, 0.495 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL 15-0031018.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00- 025.000. ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG W[TH AN ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES. ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF RIGHT-OF-WAY AND CONSTRUCTION OF STATE ROUTE 161, UNLESS OTHERWISE SHOWN. THE BEARINGS FOR THE UNI-]61-12.98 PROJECT ARE BASED UPON STATE PLANE GRID BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED USING G.P.S. METHODS THROUG}i THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72", "FRANK 172", "FCGS 5536", AND "FCGS 5534". THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191, AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006 BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID SURVEYOR. GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD IN OFFICIAL RECORD 95, PAGE 346, OF THE RECORDER'S OFFICE, UN10N COUNTY, OHIO. A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF. `~,Y.our ner ~rv,~ q ,p :'~~P . :'~r~~``. ` ?lc : STEVEN : ~ e' ~A~~:~ - ~~c~ ,: r "rgregj+, pbr'0 R. D. ZANAE AND ASSOCIATES, INC. K~'~~~v 4~ 2 ~aT REGISTERED SURVEYOR NO. 7191 DATE Page 1 of 3 RX 270 PtD 80746 Aev. 09/06 PARCEL 6S-SH2 CTY-RTF.-SEC UNI-161-12.98 Version Date 04/04/07 PARCEL 65-SH2 UNI-161-12.98 PERPETUAL EASEMENT FOR HIGHWAY PURPOSES WITHOUT LIMITATION OF EXISTING ACCESS RIGHTS An exclusive perpetual easement for public highway and road purposes, including, but not limited to any utility construction, relocation and/or utility maintenance work deemed appropriate by the State of Ohio, Department of Transportation, its successors and assigns forever. Grantor/Owner, for himself and his heirs, executors, administrators, successors and assigns, reserves all existing rights of ingress and egress to and from any residual area (as used herein, the expression "Grantor/Owner" includes the plural, and words in the masculine include the feminine or neuter). (Surveyor's description of the premises follows) SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME `TOWNSHIP, LOCATED 1N VIRGINIA MILITARY SURVEY N0. 6748, BEING A PART OF THE ORIGINAL 37.998 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 95, PAGE 346, RECORDS OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A PARCEL OF LAND LYING ON THE LEFT SIDE OF THE CENTERLINE OF RIGHT-OP- WAY AND CONSTRUCTION OF STATE ROUTE 161, AS ESTABLISHED BY A SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN AND THE OHIO DEPARTMENT OF TRANSPORTATION IN 2005 AND 2006, AND BEING LOCATED WITHIN T}IE FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 65-SH2; BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF HYLAND-CROY ROAD (COUNTY ROAD 2), AT A COMMON CORNER OP VIRGINIA MILITARY SURVEYS 6420 AND 6748; THENCE SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 2309.19 FEET ALONG SAID COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, TO AN IRON PIN SET FN THE EXISTING WESTERLY RIGHT-OF-WAY LINE OF INDUSTRIAL PARKWAY (COUNTY ROAD I); THENCE CONTINUING SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 435.64 FEET ALONG SAID COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, TO A STONE FOUND AT A COMMON CORNER OF THE 4.653 ACRE TRACT CONVEYED TO JOHN L. WIRCHATNSKI BY DEED OR RECORD TN DEED BOOK 305, PAGE 88 AND THE ORIGINAL 5.000 ACRF. TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 144, PAGE 334, BEING AN ANGLE POINT IN THE NORTHERLY LINE OF THE 1.124 ACRE TRACT CONVEYED TO THE ASMAN LAND CO., LTD., BY DEED OF RECORD IN OFFICIAL RECORD 140, PAGE 154; THENCE SOUTH 84 DEG. 04 MIN. 54 SEC. WEST, A DISTANCE OF 22.94.FEET ALONG SA[D COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, AND THE COMMON LINE OF SAID ORIGINAL 5.000 AND 1.124 ACRE TRACTS TO A POINT AT THE COMMON CORNER OF SAID ORIGINAL 5.000 AND 1.124 ACRE TRACTS, SAID POINT BEING LOCATED SOUTH 04 bEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 0.13 FEET FROM AN IRON PIN FOUND; THENCE SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 10.53 FEET ALONG A COMMON LINE OF SAID ORIGINAL 5.000 AND ].124 ACRE TRACTS TO AN IRON PIN SET AT A POINT OF TANGENCY IN THE NEW EASTERLY RIGHT-OF-WAY LINE OF RELOCATED INDUSTRIAL PARKWAY, BEING 69.68 FEET RIGHT OF RELOCATED INDUSTRIAL PARKWAY CENTERLINE STATION 18+73.33; EXHIBIT ~' }t'F-YYBIT [~ Page 2 of 3 RX 270 PID 80746 Rev. 09/06 PARCEL 65-Sfi2 CTY-RTE-SEC UNI-161-12.98 Version Date 04/04/07 THENCE SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 566.59 FEET ALONG THE EASTERLY LINE OF SAID ORIGINAL 5.000 AND 37.998 ACRE TRACTS, AND THE WESTERLY LINES OF SAID 1.124 ACRE TRACT AND THE ORIGINAL 3.015 ACRF. TRACT CONVEYED TO JOHN L. VICKERS BY DEED OF RECORD IN OFFICIAL RECORD 378, PAGE 869, TO A POINT iN THE NORTHERLY LINE OF THE HEREIN DESCRIBED STANDARD HIGHWAY EASEMENT, BEING 118.94 FEET LEFT OF CENTERLINE STATION 35+21.01; SAID POINT BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-SH2; THENCE CONTINUING SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 20.36 FEET ALONG THE COMMON LINE OF SAID ORIGINAL 37.998 AND 3.015 ACRE TRACTS, TO AN IRON PIN SET IN THE NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161, BEING 100.00 FEET LEFT OF CENTERLINE STATION 35+13.55; SAID IRON PIN SET BEING LOCATED NORTH 04 DEG. 00 MIN. 48 SEC. WEST, A DISTANCE OF 34.17 FEET FROM AN IRON PIN FOUND; THENCE NORTH 83 DEG. 14 MIN. 45 SEC. WEST, A DISTANCE OF 111.25 FEET ALONG THE NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161, AND ACROSS SAID ORIGINAL 37.998 ACRE TRACT TO AN IRON PIN SET AT THE INTERSECTION OF SAID NEW NORTHERLY RIGHT-OF- WAY LINE OF STATE ROUTE 161 AND THE NEW EASTERLY RIGHT-OF-WAY LINE OF RELOCATED INDUSTRIAL PARKWAY; SAID IRON PIN BEING 159.37 FEET LEFT OF CENTERLINE STATION 34+ ] 9.47; THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ACROSS SAID ORIGINAL 37.998 ACRE TRACT; 1. THENCE NORTH 71 DEG. 11 MIN. 46 SEC. EAST, A DISTANCE OF 46.36 FEET TO AN ANGLE POINT, BEING 153.96 FEET LEFT OF CENTERLINE STATION 34+65.51; 2. THENCE SOUTH 83 DEG. 14 MIN. 45 SEC. EAST, A DISTANCE OF 65.62 FEET TO 7'HE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-SH2, CONTAINING 0.041 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES 0.000 ACRES, MORE OR LESS. OF THE ABOVE DESCRIBED AREA, 0.041 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL IS-0031018.00 L, AS SHOWN ON [JNION COUNTY GIS MAP NUMBER 146-00-00- 025.000. ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES, UNLESS OTHERWISE STATED. ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF RIGHT-OF-WAY AND CONSTRUCTION OF STATE ROUTE 161, UNLESS OTHERWISE SHOWN. THE BEARINGS FOR THE UNI-161-12.98 PROJECT ARE BASED UPON STATE PLANE GRID BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72", "FRANK 172", "FCGS 5536", AND "FCGS 5534". THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191, AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006 BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID SURVEYOR. RX 270 Rev. 09/06 EXHIBIT A PD PARCEL CTY-RTE-SEC Version Date Page 3 of 3 80748 65-5}i2 tJNI-161-12.96 04/04/07 GRANTOR CLAIMS TITLE BY THE INSTRUMENTS OF RECORD IN OFFICIAL RECORD 95, PAGE 346, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO. A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF. ,,,. ~ t, r,r,,., t tt ~ ''•: .'G .P1 ~ !.t ~ J/y~i'. ` -$ : STEVEN . iY " _ s_ ?AiiE? .~ '• 7132 O f p ~0,~~~~.FGlST E~~° ~~~-, ~. ~'4"rrrtnuftreN•° R. D. ZANDE AND ASSOCIATES, INC. R)'GISTERED SURVEYOR NO. 7191 DATE EXHIBIT RX 282 ----- PID Rev. 09/06 PARCEL CTY-RTE-SEC Version Date PARCEL 65-Ui UNI-161-12.98 PERPETUAL EASEMENT FOR UTILITY PURPOSES IN TIIE NAME AND FOR TIIE USE OF CITY OF DUBLIN A perpetual easement for general utility and drainage purposes. Page 1 of 4 60748 65-U 1 UN1-161-12.98 07/13/07 (Surveyor's description of the premises follows] SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, IEROME TOWNSHIP, LOCATED IN VIRGINIA MILITARY SURVEYS NO. 6420 AND 6748, BEING A PART OF THE ORIGINAL 37.998 AND 5.000 ACRE TRACTS CONVEYED TO IEROME I ASSOCIATES, LTD., BY DEEDS OF RECORD IN OFFICIAL RECORD 9S, PAGE 346 AND OFFICIAL RECORD 144, PAGE 334, RESPECTIVELY, RECORDS OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A PARCEL OF LAND I.YTNG ON THE LEFT SIDE OF THE CENTERLINE OF RIGHT-OF- WAY AND CONSTRUCTION OF RELOCATED INDUSTRIAL PARKWAY, AS ESTABLISHED BY A SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN AND THE OHIO DEPARTMENT OF TRANSPORTATION IN 2005 AND 2006, AND BEING LOCATED WITHIN THE FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 65-U1; BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND iN THE CENTERLINE OF HYLAND-CROY ROAD (COUNTY ROAD 2), AT A COMMON CORNER OF VIRGINIA MILITARY SURVEYS 6420 AND 6748; THENCE SOUTH 84 DEG. SO MIN. 41 SEC. WEST, A DISTANCE OF 2309.19 FEET ALONG SAID COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, TO AN IRON PIN SET IN THE EXISTING WESTERLY RIGHT-OF-WAY LINE OF INDUSTRIAL PARKWAY (COUNTY ROAD 1); THENCE CONTINUING SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 435.64 FEET ALONG SAID COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, TO A STONE FOUND AT A COMMON CORNER OF THE 4.653 ACRE TRACT CONVEYED TO JOIIN L. WIRCHAINSKI BY DEED OR RECORD IN DEED BOOK 305, PAGE 88 AND SAID ORIGINAL 5.000 ACRE TRACT, BEING AN ANGLE POINT IN THE NORTHERLY LINE OF THE ].124 ACRE TRACT CONVEYED TO THE ASMAN LAND CO., LTD., BY DEED OF RECORD IN OFFICIAL RECORD 140, PAGE 154; SAID STONE BEING 82.24 FEET RIGHT OF CENTERLINE STATION 18+95.60; THENCE SOUTH 84 DEG. 04 MIN. 54 SEC. WEST, A DISTANCE OF 22.94 FEET ALONG THE COMMON LINE OF SAID VIRGINIA MILITARY SURVEYS 6420 AND 6748, TO A COMMON CORNER OF SAID ORIGINAL 5.000 AND 1.124 ACRE TRACTS; SAID POINT BEING LOCATED SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 0.13 FEET FROM AN IRON PIN FOUND; THENCE CONTINUING SOUTH 84 DEG. 04 MIN. S4 SEC. WEST, A DISTANCE OF 142.43 FEET ALONG THE COMMON LINE OF SA[D VIRGINIA MILITARY SURVEYS 6420 AND 6748, AND ACROSS SAID ORIGINAL 5.000 ACRE TRACT, TO A POINT IN THE NEW WESTERLY RIGHT-OF-WAY LINE OF RELOCATED INDUSTRIAL PARKWAY, BEING 52.59 FEET LEFT OF CENTERLINE RELOCATED INDUSTRIAL PARKWAY STATION I8+02.37, AND BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-U1; RX 282 Rev. 09/06 EXIIIBIT A Pm PARCEL CTY-R7E-SEC Version Date Page 2 of 4 60746 65-U I L1N1-I6I-12.96 07/13/0 THENCE THE FOLLOWING FIVE (5) COURSES AND DISTANCES ALONG THE NEW WESTERLY RIGHT-OF-WAY LINES OF RELOCATED INDUSTRIAL PARKWAY, AND ACROSS SAID ORIGINAL 5.000 AND 37.998 ACRE TRACTS; I. THENCE SOUTH 21 DEG. 09 MIN. 33 SEC. WEST, A DISTANCE OF 77.57 FEET TO AN IRON PIN SET, BEING 47.00 FEET LEFT OF CENTERLINE STATION 17+25.00; 2. THENCE SOUTH 25 DEG. 17 MIN. 32 SEC. WEST, A DISTANCE OF 137.02 FEET TO AN IRON PIN SET AT A POINT OF TANGENCY, BEING 47.00 FEET LEFT OF CENTERLINE STATION IS+87,98; 3. THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 579.98 FEET, A CENTRAL ANGLE OF 20 DEG. 04 MIN. 24 SEC., AN ARC LENGTH OF 203.20 FEET, THE CHORD TO WHICH BEARS SOUTH 15 DEG. 15 MIN. 20 SEC. WEST, A CHORD DISTANCE OF 202.16 FEET, TO AN IRON PIN SET, BEING 47.00 FEET LEFT OF CENTERLINE STATION 14+01.25; 4. THENCE SOUTH 15 DEG. O1 MIN. 35 SEC. WEST, A DISTANCE OF 55.56 FEET TO AN IRON PIN SET, BEING 59.00 FEET LEFT OF CENTERLINE STATION 13+51.89; 5. THENCE SOUTH 02 DEG. O] MIN. 00 SEC. EAST, A DISTANCE OF 198.42 FEET TO AN IRON PIN SET (3/4 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES) IN THE NEW NORTHERLY RIGHT-OF-WAY LINE OF STA'IF, ROUTE 161, BEING 85.00 FEET LEFT OF CENTERLINE STATION 11+77.78; THENCE SOUTH 71 DEG. I 1 MIN. 46 SEC. WEST, A DISTANCE OF 30.00 FEET ALONG THE NORTHERLY LINE OF A NEW STANDARD IIIGHWAY EASEMENT (PARCEL 65-SH1), AND ACROSS SAID ORIGINAL 37.998 ACRE TRACT, TO A POINT BEING 115.00 FEET LEFT OF CEN"IERLINE STATION 11+77.78; THENCE THE FOLLOWING EIGHT (8) COURSES AND DISTANCES ACROSS SAID ORIGINAL 37.998 AND 5.000 ACRE TRACTS; I. THENCE NORTH 09 DEG. 17 MIN. 39 SEC. WEST, A DISTANCE OF 177.80 FEET TO A POINT, BEING 110.00 FEET LEFT OF CENTERLINE STATION 13+25.00; 2. TIIENCE NORTH 21 DEG. 18 MIN. 1 l SEC. EAST, A DISTANCE OF 95.40 FEET TO A POINT ON A CURVE, BEING 77.00 FEET LEFT OF CENTERLINE STATION 14+01.25; 3. THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 609.98 FEET, A CENTRAL ANGLE OF 20 DEG. 04 MIN. 24 SEC., AN ARC LENGTH OF 213.71 FEET, THE CHORD TO WHICH BEARS NORTH 1S DEG. ]5 MIN. 20 SEC. EAST, A CHORD DISTANCE OF 212.61 FEET, TO A POINT BEING 77.00 FEET LEFT OF CENTERLINE STATION 15+87.98; 4. THENCE SOUTH 64 DEG. 42 MIN. 28 SEC. EAST, A DISTANCE OF 10.00 FEET TO A POINT BEING 67.00 FEET LEFT OF CENTERLINE STATION 15+87.98; 5. THENCE NORTH 25 DEG. 17 MIN. 32 SEC. EAST, A DISTANCE OF 136.30 FEET TO A POINT BEING 67.00 FEET LEFT OF CENTERLINE STATION 17+24.28; 6. THENCE NORTH 21 DEG. 09 MIN. 33 SEC. EAST, A DISTANCE OF 106.67 FEET TO A POINT OF CURVATURE, BEING 75.61 FEET LEFT OF CENTERLINE STATION 18+2.4.04; ~' )i'H),BI.T. A Page 3 of 4 RX 282 PID 60748 Rev. 09/06 PARCEL 65-UI CTY-RTE-SEC UNI-161-12.98 Ve~ion Date 07/13/07 THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 40.00 FEET, A CENTRAL ANGLE OF 94 DEG. 57 MIN. 44 SEC., AN ARC LENGTH OF 66.30 FEET, THE CHORD TO WHICH BEARS NORTH 26 DEG. 19 MIN. 19 SEC. WEST, A CHORD DISTANCE OF 58.96 FEET, TO A POINT OF COMPOUND CURVATURE, BEING 67.46 FEET RIGHT OF CENTERLINE EAST-WEST CONNECTOR ROAD STATION 48+49.23; 8. THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 438.00 FEET, A CENTRAL ANGLE OF OS DEG. 40 MIN. 47 SEC., AN ARC LENGTH OF 43.42 FEET, THE CHORD TO WHICH BEARS NORTH 76 DEG. 38 MIN. 34 SEC. WEST, A CHORD DISTANCE OF 43.40 FEET TO A POINT BEING 65.95 FEET RIGHT OF CENTERLINE EAST-WEST CONNECTOR ROAD STATION 48+00.00; THENCE NORTH 08 DEG. 32 MIN. 09 SEC. EAST, A DISTANCE OF 20.01 FEET ACROSS SAID ORIGINAL 5.000 ACRE'FRACT, TO AN IRON PIN SET IN THE NEW SOUTHERLY RIGHT-OF-WAY LINE OF SAID EAST-WEST CONNECTOR ROAD, BEING 45.94 FEET RIGHT OF CENTERLINE STATION 48+00.00; THENCE ALONG THE NEW SOUTHERLY RIGHT-OF-WAY LINE OF SAID EAST-WEST CONNECTOR ROAD, AND ACROSS SAID ORIGINAL 5.000 ACRE JEROME TRACT, WITH A CURVE TO THE RIGHT, HAVING A RADIUS OF 458.00 FEET, A CENTRAL ANGLE OF OS DEG. 45 MIN. 58 SEC., AN ARC LENGTH OF 46.09 FF.ET,'IHE CHORD TO WHICH BEARS SOUTH 76 DEG. 41 MIN. ]0 SEC. EAST, A CHORD DISTANCE OF 46.07 FEET, TO AN IRON PIN SET AT A POINT OF COMPOUND CURVATURE IN THE NEW WESTERLY RIGHT-OF-WAY LINE OF RELOCATED INDUSTRIAL PARKWAY; SAID IRON PIN BEING 129.76 FEET LEFT OF CENTERLINE RELOCATED INDUSTRIAL PARKWAY STATION 18+75.84; THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ALONG THE NEW WESTERLY RIGHT-OF-WAY LINE OF RELOCA'T'ED INDUSTRIAL PARKWAY; I. THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 60.00 FEET, A CENTRAL ANGLE OF 94 DEG. 57 MIN. 44 SEC., AN ARC LENGTH OF 99.44 FEET, THE CHORD TO WI-ITCH BEARS SOUTH 26 DEG. 19 MIN. ]9 SEC..EAST, A CHORD DISTANCE OF 88.45 FEET, TO AN IRON PIN SET, BEING 55.87 FEET LEFT OF CENTERLINE STATION 18+27.24; 2. THENCE SOUTH 21 DEG. 09 MIN. 33 SEC. WEST, A DISTANCE OF 29.82 FEET "IO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-U1, CONTAINING 0.548 ACRES, MORE OR LESS. OF THE ABOVE DESCRIBED AREA, 0.307 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL 16-003 1 01 8.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00- 025.000. OF THE ABOVE DESCRIBED AREA, 0.241 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL 16-0031018.200, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00- 025.004. ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG, WITH A PLASTIC CAP STAMPED "R.D. ZANDE", UNLESS OTHERWISE STATED. ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF RIGHT-OF-WAY AND CONSTRUCTION OF RELOCATED INDUSTRIAL PARKWAY, UNLESS OTHERWISE SHOWN. RX 262 Rev, 09/06 EXHIBIT A PID PARCEL CTY-RTE-SEC Version Dale Page 4 of 4 80748 65-U 1 UN1-161-12.98 07/13/07 THE BEARINGS FOR THE UNI-161-12.98 PROJECT ARE BASED UPON STATE PLANE GRID BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTII ZONE, NAD 83 (86), AS MEASURED USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72", "FRANK 172". "FCGS 5536". AND "FCGS 5534". THIS DESCRIPTION WAS PREPARED BY STEVF,N E. RADER, REGISTERED SURVEYOR 7191, AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006 BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID SURVEYOR. GRANTOR CLAIMS TITLE BY THE INSTRUMENTS OF RECORD IN OFFICIAL RECORD 95, PAGE 346 AND OFFICIAL RECORD 144, PAGE 334, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO. A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF. `` ,,.aU.ifobc''rrrr,. ~~~ ./j ~~C~j Q ' 'tl ~ : S~'EV.F'fy . ~c l=. -v -` 713 ~ r `~ ;~ POFF~F~.STti~~\''~~~ R. D. ZANDE AND ASSOCIATES, INC. StEGISTERED SURVEYOR N0. 7191 DATE Rx zaz _~_-_ Pro Rev. 09/06 PARCEL CTY-RTE-SEC Version Date PARCEL 65-U2 UNI-161-12.98 PERPETUAL EASEMENT FOR UTILITY PURPOSES IN THE NAME AND FOR THE USE OF CITY OF DUBLIN A perpetual easement for general utility and drainage purposes. Page I of 3 80748 65-U2 UNI-161-12.96 04/05/07 (Surveyor's description of the premises follows) SITUATED IN THE STATE OF OH70, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN VIRGINIA MILITARY SURVEYS NO. 6420 AND 6748, BEING A PART OF THE ORIGINAL 37.998 AND 5.000 ACRE TRACTS CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEEDS OF RECORD IN OFFICIAL RECORD 9S, PAGE 346 AND OFFICIAL RECORD 144, PAGE 334, RESPECTIVELY, RECORDS OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A PARCEL OF LAND LYING ON THE RIGHT SIDE OF THE CENTERLINE OF RIGHT-OF- WAY AND CONSTRUCTION OF RELOCATED INDUSTRIAL PARKWAY, AS ESTABLISHED BY A SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN AND THE OHIO DEPARTMENT' OF TRANSPORTATION IN 2005 AND 2006, AND BEING LOCATED WITHIN THE FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 65-U2; BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF HYLAND-CROY ROAD (COUNTY ROAD 2), AT A COMMON CORNER OF VIRGINIA MILITARY SURVEYS 6420 AND 6748; THENCE SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 2309.19 FEET ALONG SAID COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, TO AN IRON PIN SET IN THE EXISTING WESTERLY RIGHT-OF-WAY LINE OF INDUSTRIAL PARKWAY (COUNTY ROAD I); THENCE CONTINUING SOUTH 84 DEG. SO MIN. 41 SEC. WEST, A DISTANCE OF 435.64 FEET ALONG SAID COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, TO A STONE FOUND AT A COMMON CORNER OF THE 4.653 ACRE TRACT CONVEYED TO JOHN L. WIRCHAINSKI BY DEED OR RECORD IN DEED BOOK 305, PAGE 88 AND SAID ORIGINAL 5.000 ACRE TRACT, BEING AN ANGLE POINT IN THE NORTHERLY LINE OF THE 1.124 ACRE TRACT CONVEYED TO THE ASMAN LAND CO., LTD., BY DEED OF RECORD IN OFFICIAL RECORD 140, PAGE 154; SAID STONE BEING 82.24 FEET RIGHT OF CENTERLINE STATION 18+95.60; THENCE SOUTH 84 DEG. 04 MIN. 54 SEC. WEST, A DISTANCE OF 22.94 FEET ALONG SAID COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, AND THE COMMON LINE OF SAID ORIGINAL 5.000 AND 1.124 ACRE TRACTS TO A POINT AT THE COMMON CORNER OF SAID ORIGINAL 5.000 AND 1.124 ACRE TRACTS, BEING 63.74 FEET RIGHT OF CENTERLINE STATION 18+82.03; SAID POINT BEING LOCATED SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 0.13 FEET FROM AN IRON PIN FOUND; THENCE SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF IO.S3 FEET ALONG A COMMON LINE OF SAID ORIGINAL 5.000 AND 1.124 ACRE TRACTS TO AN IRON PIN SET AT A POINT OF TANGENCY IN THE NEW EASTERLY RIGHT-OF-WAY LINE OF RELOCATED INDUSTRIAL PARKWAY, BEING 69.68 FEET RIGHT OF CENTERLINE STATION 18+73.33, AND BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-U2; EXH~BZT .'~ Page? of 3 RX 262 Pm 80748 Rev. 09/06 PARCEL 65-U2 CTY-RTE-SEC UNI-161-12.98 Version Dace 04/05/07 THENCE SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 21.94 FEET ALONG A COMMON LINE OF SAID ORIGINAL 5.000 AND 1.124 ACRE TRACTS TO A POINT, BEING 82.06 FEET RIGHT OF CENTERLINE STATION 18+55.22; THENCE THE FOLLOWING SEVEN (7) COURSES AND DISTANCES ACROSS SAID ORIGINAL 5.000 AND 37.998 ACRE TRACTS; 1. THENCE SOUTH 41 DEG. 48 MIN. 42 SEC. WEST, A DISTANCE OF 41.28 FEET TO A POINT, BEING 73.38 FEET RIGHT OP CENTERLINE STATION 18+08.28; 2. THENCE SOUTH 28 DEG. 57 MIN. 32 SEC. WEST, A DISTANCE OF 84.09 FEET TO A POINT, BEING 68.00 FEET RIGHT OF CENTERLINE STATION 17+24.36; 3. THENCE SOUTH 25 DEG. 17 MIN. 32 SEC. WEST, A DISTANCE OF 136.38 FEET TO A POINT, BEING 68.00 FEET RIGHT OF CENTERLINE STATION IS+87.98; 4. THENCE SOUTH 64 DEG. 42 MIN. 28 SEC. EAST, A DISTANCE OF 10.00 FEET TO A POINT ON A CURVE, BEING 78.00 FEET RIGHT OF CENTERLINE STATION 15+87.98; 5. THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 454.98 FEET, A CENTRAL ANGLE OF 22 DEG. 21 MIN. 27 SEC., AN ARC LENGTH OF 177.54 FEET, THE CHORD TO WHICH BEARS SOUTH 14 DEG. 06 MIN. 49 SEC. WEST, A CHORD DISTANCE OF 176.42 FEET, TO A POINT BEING 78.00 FEET RIGHT OF CENTERLINE STATION 13+80.00; 6. THENCE SOUTH 25 DEG. 32 MIN. 26 SEC. EAST, A DISTANCE OF 137.19 FEET TO A POINT, BEING 125.17 FEET RIGHT OF CENTERLINE STATION 12+20.00; 7. THENCE SOUTH 83 DEG. 14 MIN. 45 SEC. EAST, A DISTANCE OF 74.80 FEET TO A POINT IN THE NORTHERLY LINE OF A NEW STANDARD HIGHWAY EASEMENT (PARCEL 65-SH2); SAID POINT BEING 193.93 FEET RIGHT OF CENTERLINE STATION 11+77.78; THENCE SOUTH 71 DEG. 11 MIN. 46 SEC. WEST, A DISTANCE OF 46.36 FEET ALONG THE NORTHERLX LINE OF SAID NEW STANDARD HIGHWAY EASEMENT, AND ACROSS SAID ORIGINAL 37.998 ACRE TRACT, TO AN IRON PIN SET (3/4 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES) AT THE INTERSECTION OF THE NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161 WITH TFIE NEW EASTERLY RIGHT-OF-WAY LINE OF RELOCATED INDUSTRIAL PARKWAY; SAID IRON PIN BEING 147.58 FEET RIGHT OF CENTERLINE STATION I 1+77.78; THENCE THE FOLLOWING SIX (6) COURSES AND DISTANCES ALONG THE NEW EASTERLY RIGHT-OF-WAY LINES OF RELOCATED INDUSTRIAL PARKWAY, AND ACROSS SAID ORIGINAL 37.998 AND 5.000 ACRE TRACTS; 1. THENCE NORTH 83 DEG. 24 MIN. 25 SEC. WEST, A DISTANCE OF 85.66 FEET TO AN IRON PIN SET ON A CURVE, BEING 68.74 FEET RIGHT OF CENTERLINE STATION 12+20.00; 2. THENCE ALONG A CURVE TO THE RIGHT, HAVRJG A RADIUS OF 170.00 FEET, A CENTRAL ANGLE OF 35 DEG. 17 MIN. 49 SEC., AN ARC LENGTH OF 104.73 FEET, THE CHORD TO WHICH BEARS NORTH 19 DEG. 41 MIN. 53 SEC. WEST, A CHORD DISTANCE OF 103.08 FEET, TO AN IRON PIN SET AT A POINT OF COMPOUND CURVATURE, BEING 48.00 FEET RIGHT OF CENTERLINE STATION 13+33.63; 3. THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 484.98 FEET, A CENTRAL ANGLE OF 27 DEG. 20 MIN. 31 SEC., AN ARC LENGTH OF 231.44 FEET, THE EXH]BXT A Page 3 of 3 RX 282 PID 80748 Rev. 09/06 PARCEL 65-U2 CTY-RTE-SEC UNl-161-12.98 Version Date 04/05/07 CHORD TO WHICH BEARS NORTH ] I DEG. 37 MIN. 17 SEC. EAST, A CHORD DISTANCE OF 22925 FEET TO AN IRON PIN SET AT A POINT OF TANGENCY, BEING 48.00 FEET RIGHT OF CENTERLINE STATION 15+87.98; 4. THENCE NORTH 25 DEG. 17 MIN. 32 SEC. EAST, A DISTANCE OF 137.02 FEET TO AN IRON PIN SET, BEING 48.00 FEET RIGHT OF CENTERLINE STATION 17+25.00; 5. THENCE NORTH 28 DEG. 57 MIN. 32 SEC. EAST, A DISTANCE OF 84.73 FEET TO AN IRON PIN SET AT A POINT OF CURVATURE, BEING 53.42 FEET RIGHT OF CENTERLINE STATION 18+09.56; 6. THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 108.36 FEET, A CENTRAL ANGLE OF 32 DEG. 46 MIN. 04 SEC., AN ARC LENGTH OF 61.97 FEET, THE CHORD TO WHICH BEARS NORTH 45 DEG. 20 MIN. 34 SEC. EAST, A CHORD DISTANCE OF 61.13 FEET, TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-U2, CONTAINING 0.454 ACRES, MORE OR LESS. OF TIIE ABOVE DESCRIBED AREA, 0.299 ACRES ARE CONTAINED WTTHIN UNION COUNTY AUDITOR'S PARCEL IS-0031018.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00- 025.000. OF THE ABOVE DESCRIBED AREA, 0.]55 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL IS-0031018200, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00- 025.004. ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG, WITH A PLASTIC CAP STAMPED "R.D. ZANDE", UNLESS OTHERWISE STATED. ALL STATION AND OFFSET REFERENCES ARF. TO THE AFOREMENTIONED CENTERLINE OF RIGHT-OF-WAY AND CONSTRUCTION OF RELOCATED INDUSTRIAL PARKWAY, UNLESS OTHERWISE SHOWN. TFIE BEARINGS FOR THE UNI-]61-12.98 PROJECT ARE BASED UPON STATE PLANE GRID BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72", "FRANK 172", "FCGS 5536", AND "FCGS 5534". THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191, AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006 BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID SURVEYOR. GRANTOR CLAIMS TITLE BY THE INSTRUMENTS OF RECORD IN OFFICIAL RECORD 95, PAGE 346 AND OFFICIAL RECORD 144, PAGE 334, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO. A DRAWING 0~','Ir(jIS DESCRIPTION IS ATTACHED I{ERETO AND MADE PART THEREOF. .~~`° '~~ r' ~%~~ • , ~j~'• - ;c, _ R. D. ZANDE AND ASSOCIATES, TNC. *i:4DER ` ;' ,, ~~~ '• •••" C'` REGISTERED SURVEYOR NO. 7191 DATE .; .. `'~, S%OPJAL SJ EXHIBIT .~ X66 / .ev. 09/06 S ~L.~.~ PID PARCEL CTY-RTE-SEC Version Date Page 1 oft 80748 6S-T ITNI-t61-12.96 04/02/07 PARCEL 65-T UNI-161-12.98 TEMPORARY EASEMENT FOR THE PURPOSE OF PERFORMING THE WORK NECESSARY TO CONSTRUCT DRIVE FOR APPROJCIMATELY 24 MONTHS FROM RATE OF ENTRY BY THE STATE OF OHIO, DEPARTMENT OF TRANSPORTATION __ Surveyor's description of the premises followsl SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN VIRGINIA MILITARY SURVEY NO. 6748, BEING A PART OF THE ORIGINAL 37.998 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 95, PAGE 346, UNLESS OTHERWISE SHOWN, RECORDS OF THE RECORDER'S OFFICE, ANION COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A PARCEL OF LAND LYING ON THE LEFT SIDE OF TIIE CENTERLINE OF RIGHT-OF- WAY AND CONSTRUCTION OF STATE ROUTE 161, AS ES7'ABI,ISHED BY A SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN AND THE OHIO DEPARTMENT OF TRANSPORTATION IN 2005 AND 2006, AND BEING LOCATED WITHIN THE FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 65-T; BEGINNING FOR REFERENCE AT AN IRON PIN SET AT THE INTERSECTION OF THE NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161 WITH THE COMMON LINE OF SAID ORIGINAL 37.998 ACRE TRACT AND THE 5.240 ACRE TRACT' CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORll 685, PAGE 188, BEING 70.00 FEET LEFT OF CENTERLINE STATION 2]+11.37; THENCE NORTH 04 DEG. 38 MIN. 27 SEC. WEST, A DISTANCE OF 20.75 FEET ALONG SAID COMMON LINE OF THE ORIGINAL 37.998 AND 5.240 ACRE TRACTS TO A POINT 1N THE NORTHERLY LINE OF A NEW STANDARD HIGHWAY EASEMENT (PARCEL 65-SHI), BEING 90.00 FEET LEFT OF CENTERLINE STATION 2I+16.97; THENCE THE FOLLOWING TWO (2) COURSES ANU DISTANCES ALONG THE NORTHERLY LINE OF SAID STANDARD HIGHWAY EASEMENT, AND ACROSS SAID ORIGINAL 37.998 ACRE TRACT; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 5639.58 FEET, A CENTRAL ANGLE OF O1 DEG. 38 MIN. 53 SEC., AN ARC LENGTH OF 162.23 FEET, THE CHORD TO WHICH BEARS NORTH 69 DEG. OS MIN. 31 SEC. EAST, A CHORD DISTANCE OF 162.22 FEET, TO A POINT OF TANGENCY, BEING 90.00 FEET LEFT OF CENTERLINE STATION 22+81.78; 2. THENCE NORTH 68 DEG. 16 MIN. 04 SEC. EAST, A DISTANCE OF 278.21 FEET TO A POINT, BEING 90.00 FEET LEFT OF CENTERLINE STATION 25+60.00, AND BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-T; THENCE THE FOLLOWING THREE (3) COURSES AND DISTANCES ACROSS SAID 37.998 ACRE TRACT; 1. THENCE NORTH OI DEG. 27 MIN. 59 SEC. EAST, A DISTANCE OF 76.16 FEET TO A POINT BEING 160.00 FEET LEFT OF CENTERLINE STATION 25+90.00; 2. THENCE NORTH 68 DEG. 16 MIN. 04 SEC. EAST, A DISTANCE OF 40.00 FEET TO A POINT BEING 160.00 FEET LEFT OF CENTERLINE STATION 26+30.00; EXHI$IT A Page z of? RX 286 PtD 60748 Rev. 09/06 PARCEL 65-T CTY~RTE-SEC UNI~161-12.98 «~ Version Date 04/01/07 THENCE SOUTH 44 DEG. 55 MIN. 51 SEC. EAST, A DISTANCE OF 76.16 FEET TO A POINT 1N THE NORTHERLY LINE OF SAID STANDARD HIGHWAY EASEMEN'T', BEING 90.00 FEET LEFT OF CENTERLINE STA"PION 26+60.00; THENCE SOUTH 68 DEG. 16 MLN. 04 SEC. WEST, A DISTANCE OF 100.00 FEET TO THE POINT OF TRUE 13EGTNNING OF THE HEREIN DESCRIBED PARCEL 65-T, CONTAINING 0.112 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES 0.000 ACRES, MORE OR LESS. OF THE ABOVE DESCRIBED AREA, 0.112 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL 15-0031018.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00- 025.000. ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES. ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF RIGHT-OF-WAY AND CONSTRUCTION OF STATE ROUTE t61, UNLESS OTHERWISE SFIOWN. THE BEARINGS FOR THE UNI.161-12.98 PROJECT ARE BASED UPON STATE PLANE GRID BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED USING G.P.S. METHODS THROUGH TFTE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72", "FRANK 172", "FCGS 5536", AND "FCGS 5534". THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191, AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006 BY R. D. ZANDE AND ASSOCIATES, CNC., UNDER THE DIRECTION OF SAID SURVEYOR. GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD 1N OFFICIAL RECORD 95, PAGE 346, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO. THIS TEMPORARY EASEMENT IS FOR THE PURPOSE OF PERFORMING THE WORK NECESSARY TO CONSTRUCT A DRIVE. A DRAWING ~~'f H4~~D.F~SCRIPTION IS AT'PACHED HERETO AND MADE PART THEREOF. _ , " "-' °`~ R. D. ZANDE AND ASSOCIATES, INC. ~ .° S~'EVEN °. ~ " _ ~_ ~ ~/ ;2A,f`E12 ~ S'-%'~cv`«i / ~r~1{2-'' YYUZlo7 ' "O.° 7194 '~,O REGISTERED SURVEYOR N0.7191 DATE '„u,~,a~~„"'