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64-08 Ordinance
RECORD OF ORDINANCES 64-08 _ Fonul'io. ~00-l~ Passed , ~0 Ordinance Nv. AN ORDINANCE AUTHORIZING THE CITY MANAGER TO ENTER INTO AN AGREEMENT TO PURCHASE A COMBINED 1.429 ACRES, MORE OR LESS, FEE SIMPLE INTEREST (WITH 0.554 ACRES, MORE OR LESS, PRESENT ROAD OCCUPATION), A 0.382 ACRES, MORE OR LESS, UTILITY EASEMENT, A 0.293 ACRES, MORE OR LESS, STANDARD HIGHWAY EASEMENT, AND A COMBINED 0.428 ACRES, MORE OR LESS, TEMPORARY CONSTRUCTION EASEMENT FROM ROGER W. GORDEN, SAID ACREAGE LOCATED ON THE EAST SIDE OF HYLAND-CROY ROAD, TOWNSHIP OF JEROME, COUNTY OF UNION, 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, utility easement, standard highway easement, and temporary construction easement in and to the premises described in the attached Exhibit "A", Exhibit "B", Exhibit "C", Exhibit "D", Exhibit "E" and Exhibit "F" located in the Township of Jerome, Union County, Ohio. WHEREAS, the City desires to enter into a real estate purchase contract for the purchase of a 1.429 acres, more or less, fee simple interest (with 0.554 acres, more or less, present road occupation), a 0.382 acres, more or less, utility easement, a 0.293 acres, more or less, standard highway easement, and a combined 0.428 acres, more or less, temporary construction easement in and to the premises located in the Township of Jerome, County of Union, State of Ohio for the U.S. Highway 33 and State Route 161 Road Improvement for three hundred sixty-five thousand dollars ($365,000). NOW, TFORE, BE IT ORDAINED by the Council, of the City of Dublin, State of Ohio, of the elected members concurring that: Section 1. The City Manager is hereby authorized to execute a real estate purchase contract and any necessary closing documentation related to the acquisition of property from Roger W. Gorden, Trustee of the Roger Warren Gorden Living Trust, and Denise Ann Gorden, Trustee of the Denise Ann Gorden Living Trust, and paying any related costs. This property consists of a 1.429 acres, more or less, fee simple interest (with 0.554 acres, more or less, present road occupation), a 0.382 acres, more or less, utility easement, a 0.293 acres, more or less, standard highway easement, and a combined 0.428 acres, more or less, temporary construction easement. Section 2. 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 U.S. Highway 33 and State Route 161 Interchange in Franklin and Union Counties is necessary to improve traffic circulation and relieve traffic congestion for the citizens of Dublin. Therefore, this ordinance shall go into immediate effect. this day of ~ ~ s7` , 2008. Mayor -Presiding Officer ATTEST: Clerk of Council ~SCHOTTENSTEIN ZOX & D U N N ~a..~PA 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. 64-08 Land Acquisition -Gorden Property U.S. Highway 33 and State Route 161 Interchange Improvement Project 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 "Pardo 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 Gorden property acquisition. The Gorden property consists of a 1.429 acres, more or less, fee simple interest (with 0.554 acres, more or less, present road occupation), a 0.382 acres, more or less, utility easement, a 0.293 acres, more or less, standard highway easement, and a combined 0.428 acres, more or less, temporary construction easement in and to the premises located in the Township of Jerome, County of Union, State of Ohio. ACTION TAKEN IN THIS CASE: Since the year 2006, the Law Department has been in contact with the landowners to inform them of the upcoming construction and effect of the interchange improvement to their property. The property owners, Roger W. and Denise A. Gorden, are the contact persons for this appropriation. Memo to Council re Ord. 64-08 -Land Approp -Gorden Property August 14, 2008 Page 2 of 2 A title search was conducted and an appraiser was engaged to determine the fair market value of the property. The Law Department also engaged M/E Companies (Mr. James Howard) to negotiate the acquisition with the landowner. Both a resolution and an ordinance setting forth the City's intent to appropriate were passed. A complaint to appropriate was filed on the Gorden property on July 11, 2008. An agreement to settle the case, however, was reached by the parties for a purchase price of three hundred sixty- five thousand dollars ($365,000). The case was dismissed on August 6, 2008. This ordinance serves to now authorize the City Manager to enter into a real estate purchase contract with the landowners. RECOMMENDATION: The Law Department recommends approval of Ordinance No. 64-08. ww.SZOcom Columbus Cleveland '. Cincinnati : {H1303]52.1 } 250 West Street, Columbus, Ohio 43215-2538 ~ P.O. Box 165020. Columbus, OH 43216-5020 ~ Voice: 614-462-2700 ~ Fax: 614-462-5135 EXHIBIT Page I orz RX ?50 PID 80748 Rav. 10/06 PARCEL 95-WD CTY~RTE-SEC UN4-33~2a.87 Version Date 05/09/07 PARCEL 95-WD UNI-33-24.87 ALL RIGHT, TITLE AND INTEREST IN FEE SIMPLE IN THE FOLLOWING DESCRIBED PROPERTY WITHOUT LIMITATION OF EXISTING ACCESS RIGHTS Grantor/Owner, for himsekf and his heirs, executors, administrators, successors and assigns, reserves all existing rights of ingress and egress to and from any residual azea (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 fotlowsl SITUATED 1N THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN VIRG BJIA MILITARY SURVEY NO. 3452, BEING A PART OF THE 45.628 ACRE TRACT CONVEYED TO AOGER W. GORDEN BY DEED OF RECORD IN OFFICIAL RECORD 699, PAGE 924, RECORDS OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A PARCEL OF LAND LYMG ON THE LEFT AND RIGHT SIDES OF THE CENTERLINE OF RIGHT-OF-WAY AND CONSTRUCTION OF HYLAND-CROY ROAD (COUNTY ROAD 2), AS ESTABLISHED BY A SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLRJ IN ?005 AND 2006, AND BEING LOCATED WiTH(N THE FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 95-W D; BEGINNING AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF HYLAND-CAGY ROAD, BEING THE WESTERLY LINE OF VSRG[NIA MILITARY SURVEY NUMBER 3452, AND THE WESTERLY LINE OF SAID 45.628 ACRE TRACT, AT THE COMMON CORNER OF VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, AND A COMMON CORNER OF THE 11.644 ACRE TRACT CONVEYED TO THE HA WKINS FAMILY PARTNERSHIP, LTD., BY DEED OF RECORD I1J OFFICIAL RECORD 557, PAGE 119 AND THE 32.623 ACRE TRACT (TRACT II) CONVEYED TO JOHN L. WIRCHAMSKI BY DEED OF RECORD IN DEED BOOK 298, PAGE 339; 'FHENCE NORTH 84 BF,G. 50 M[N. 41 SEC. EAST. A DISTANCE OF 40.01 FEET ALONG TFIE EASTERLY EXTENSION OF THE COMMON LINE OF SAID VIRGCiVIA MILITARY SURVEY NUMBERS 6420 .AND 6748, ACROSS SAID 45.628 ACRE TRACT, TO AN IRON PIN SET iN THE NEW EASTERLY RIGHT-OF-WAY LINE OF HYLAND-CAGY ROAD; SAID IRON PIN BEMG 40.00 FEET RJGHT OF CENTERLNE STATION 406+59.54; THENCE THE FOLLOWING FIVE (5) COURSES AND DISTANCES ALONG THE NEW EASTERLY RIGHT-OF-WAY LINE OF HYLAND-CAGY ROAD, AND ACROSS SAID 45.628 ACRE TRACT; t. THENCE SOUTH 04 DEG. t4 MIN. 42 SEC. EAST, A DISTANCE OF 53.90 FEET TO AN fRON PIN SET, BEING 40.00 FEET RIGHT OF CENTERLINE STATION 406+05.64; 2. THENCE SOUTH 06 DEG. 32 M[N. 38 SEC. EAST, A DISTANCE OF 140.77 FEET TO AN IRON PIN SET, BENG 45.00 FEET RIGHT OF CENTERLINE STATION 404+64.77; 3. THENCE SOUTH I2 DEG. I S MIN. 59 SEC. EAST, A DISTANCE OF 157.04 FEET TO AN IRON PM SET, BEING 53.87 FEET RIGHT OF CENTERLINE STATION 403+00.00; 4. THENCE SOUTH 19 DEG. 32 MIN. l8 SEC. EAST, A DISTANCE OF 202.55 FEET TO AN IRON PIN SET, BEING 65.00 FEET RIGHT OF CENTERLINE STATION a01+00.00; R%?SO R<v. 09/06 EXHIBIT A PID PARCEL CTY-RTE-SEC Version Da¢ Pag<? of? 80768 95-WD UN($3.24.87 05/09/07 S. THENCE SOUTH 07 DEG. I O MIN. 32 SEC. EAST, A DISTANCE OF (10.71 FEET TO AN IRON PIN SET IN THE NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF POST ROAD (PARCEL 4S-WL), BEING 65.00 FEET RIGHT OF CENTERLINE STATION 400+00.00; THENCE SOUTH 87 DEG. 3S MIN. S7 SEC. WEST, A DISTANCE OF 126.7 ] FEET ALONG THE NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF POST ROAD (PARCEL 9S-W L), AND ACROSS SAID 46.528 ACRE TRACT, TO A RAILROAD SPIKE SET IN THE EXISTING CENTERLINE OF HYLAND-CROP ROAD, THE COMMON LINE OF SAID VIRGMIA MILITARY SURVEY NUMBERS 3452 AND 6748, AND THE COMMON LINE OF SAID 45.628 AND 11.644 ACRE TRACTS; SAID RAILROAD SPIKE BEING 61.71 FEET LEFT OF CENTERLINE STATION 400+00.00; THENCE NORTH 04 DEG. 14 MIN. 42 SEC. WEST, A DISTANCE OF 6S 1.29 FEET ALONG THE EXISTING CENTERLINE OF HYLAND-CROY ROAD, THE COMMON LINE OF SAID VIRGINIA MILITARY SURVEY NUMBERS 3452 AND 6748, AND THE COMMON LINE OF SAID 45.628 AND 11.644 ACRE TRACTS, TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 95-WD, CONTAINING 1.121 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES 0.374 ACRES, MORE OR LESS. OF THE ABOVE DESCRIBED AREA, k.121 ACRES ARE CONTAINED WITHIN W, ION COUNTY AUDITOR'S PARCEL 17-0029013.001, AS SHOWN ON UN10N COUNTY GIS MAP NUMBER 147-00-00- 011.000. ALL tRON PINS SET ARE 314 INCHES IN DIAMETER BY 30 INCHES LONG, W[TH A PLASTIC CAP STAMPED "R.D. ZANDE". ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTEONED CENTERLINE OF RIGHT-OF-WAY AND CONSTRUCTION OF HYLAND-CROY ROAD (COUNTY ROAD 2), UNLESS OTHERWISE SHOWN. THE BEARINGS FOR THE UN[-33-24.87 PROJECT ARE BASED UPON STATE PLANE GRID BEARINGS FROM THE OHtO COORDMATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED USMG G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72", "FRANK 172", "EGGS SS36", AND "EGGS SS34". THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191, AND IS BASED UPON A SliRVEY FOR THE CITY OF DUBLM FROM OCTOBER, 2005 TO MARCH. 2006 BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE. DIRECTION OF SAID SURVEYOR. GRANTOR CLAIMS TITLE BY THE fNSTRUMENT OF RECORD IN OFFICIAL RECORD 699, PAGE 924, OF THE RECORDER'S OFFICE, UNION COUNTY, OHW. A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF. bo ~ •, r ......... 'S! ,. i :' ` ~ ~"_ RARER ~. -~~' 7'.9T ;~~ ~r, ....... ~ • ~~. JS'r/~'JAL Sv`f- R. D. ZANDE AND ASSOCIATES, INC. REGISTERED SURVEYOR NO. 7191 DATE O JOHN L. WIRCHNNSKI 92 n-0031039.001 32.623 AC. (TRACT IQ D.B. 298. PC. 339 VMS ___f'[`_____- VMS g 93 a im r HAWKINS FAMILY PARTNERSHIP, LTD. t7-0031029.100 11.644 ACRES OR 557, PG. 114 THIS PARCEL UES W(fWN ZONE ~' OF THE ~TRM' COYMUNf1Y PAN0. N0. 190808 0150 C, WRH AH EFT'ECTNE wTE w fo/o3/06 m N N u 95 50' \ ~~ 60 ~~ _~ w AS r v_ 0 NUMBER DIRECTKIN DISTANCE L7 N 84'50'41' E 40.01' L2 5 04'14'42' E 53.90' L3 S 06'32'36' E 140.77 L4 S 72'75'59' E 157.04' LS S 19'32'18 E 202.55' L6 SOT 70'32' E 110.11' V S 8735'57 w 126.71' 1.121 AC. (GROSS} -0.374 AC. (P.R.O.) 0.747 AC. (NET) ROGER W, GORDEN 1]-0029073.001 45.628 ACRES OR 699, PG. 42a I ~ ~_ /N1I \ % 1`/ (Pps.~, R~ ~ Cn~ -~ . EX-~T_ - 6 ` 46 ~~~ CITY Of DUBUN 39-0001009.000 10.189 ACRES OR 695, PC. 579. 582 MON IM NT EG ND ST R.R.S. FOUND O REBAR FOUND O IRON PIN FOUND O R/W MONUMENL FO • 3/4' IRON PIN SET L R.R.S. SET IRON PMS SEf PRE J/4" pIAUETER BY SO' IONC WrtN P PtA5i1C CAP. BEARING THE euuE "R.O. ZANOE k ASSOC." aeclc OF Rcea1N S THE BEAR9105 FOR THE UNI-73-24.87. PROJECT ARE BASED UPON SLATE PANE CRIO BFAfnNGS FROM THE OMq COOROIN4TE SYSTEM, SOUTN 20NE, NAD 8] (88). AS 4EASUREp USNG C.P.S. METHODS TMAOUCk THE FRANKTIN COUHh' ENC4IEER'S STATONS FRNlK ]2. FRANK t]2'. 'FCD$ 5536'. INO 'EGGS 5514'. F E L1 In X95 \ \ =nom \f \ ~ \ ~~~'~~ AARCEL 95-WD UNI-33-24.87 COUNTY OF UNION, 18ROY8 TI/P.. OHIO VTRGINiA YUIfARY SUR9SP 3162 0 i W 300 uxr< n FD:T V N'~ ~ y~ STE E ~+F E. ~ :i RAOER 'z R.O. 3mdi SASfziahz 7ne. SLif4 la0 ~ 1500 LaH SAon Or:, Co2tonDus OAb lJJOI • 7141 f'~~i tir~J'~ ~l~~/~w/~O~ RpwlmJ Swwl'O( />59t OPN EXHIBR Page 1 of 3 RX ?5? PtD 80748 Rev. 09/06 PARCEL 95-WL CTY-RTE-SEC UNI-33-24.87 Version Date 05/09/07 PARCEL 95-WL UN[-33-24.87 ALL RICHT, TITLE AND INTEREST IN FEE SIMPLE FN THE FOLLOWING DESCRIBED PROPERTY INCLUDING LIMITATION OF ACCESS Grantor/Owner, his heirs, executors, administrators, successors and assigns forever, are hereby divested of any and all abutter's rights, including access rights in, over and to the within described real estate, including such rights with respect to any highway facility constructed thereon (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. 3452, BEING A PART OF THE 45.628 ACRE TRACT CONVEYED TO ROGER W. GORDEN BY DEED OF RECORD IN OFFICIAL RECORD 699, PAGE 924, 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 S[DE OF THE CENTERLINE OF RIGHT-OF- WAY AND CONSTRUCTION OF STATE ROUTE 161 /POST ROAD, 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 i-OCATED WITHIN THE FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 95-W L; BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF HYLAND-CROY ROAD (COUNTY ROAD 2), BEING "CHE WESTERLY UNE OF VIRGINIA MILITARY SURVEY NUMBER 3452, AND THE WESTERLY LINE OF SAID 45.628 ACRE TRACT, AT THE COMMON CORNER OF VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, AT A NORTHEASTERLY CORNER OF THE 11.644 ACRE TRACT CONVEYED TO THE HAWKINS FAMILY PARTNERSHIP, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 557, PAGE 119; THENCE SOUTH 04 DEG. 14 MIN. 42 SEC. EAST, A DISTANCE OF 651.29 FEET, ALONG THE EXISTING CENTERLINE OF RIGHT-OF-WAY OF HYLAND-CROY ROAD, THE COMMON LINE OF SAID V iRGINIA MILITARY SURVEY NUMBERS 6748 AND 3452, AND THE COMMON LINE OF SAID t 1.644 AND 45.628 ACRE TRACTS, TO A POINT RJ THE NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF STATE ROUTE t61 (POST ROAD); SAID POINT BEING 201.81 FEET LEFT OF CENTERLRJE STATION 62+73.69, AND BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 95-W L; THENCE THE FOLLOWING SIX (6) COURSES AND DISTANCES ALONG THE NEW NORTHERLY AND NORTHEASTERLY LIMITED ACCESS RIGHT-OF-WAY LINES OF POST ROAD, AND ACROSS SAID 45.628 ACRE TRACT; I. THENCE NORTH 87 DEG. 35 MIN. 57 SEC. EAST, A DISTANCE OF 126.71 FEET TO AN IRON PiN SET, BEING 249.38 FEET LEFT OF CENTERLME STATION 63+66.69; 2. THENCE SOUTH 09 DEG. 38 MIN. 23 SEC. EAST, A DISTANCE OF 95.61 FEET TO AN IRON PIN SET, BEBJG 170.00 FEET LEFT OF CENTERLINE STATION 64+20.00; 3. THENCE SOUTH 25 DEG. 23 MM. 38 SEC. EAST, A DISTANCE OF 13 L24 FEET TO AN IRON PIN SET, BEMG 85.00 FEET LEFT OF CENTERLME STATION 65+20.00; EXHIBIT R Page 2 0( 3 RX 25? I"" P[D 80]48 Rev. 09106 PARCEL 95-WL CTY-RTE-SEC UNb33-2a.67 version Dam OS/09!07 4. THENCE SOUTH 55 DEG. OS MIN. 20 SEC. EAST, A DISTANCE OF 81.39 FEET TO AN IRON PIN SET, BEING 70.00 FEET LEFT OF CENTERLINE STATION 66+00.00; 5. THENCE SOUTH 60 DEG. 55 MIN. 38 SEC. EAST, A DISTANCE OF 76.06 FEET TO AN IRON PIN SET, BEING 75.00 FEET LEFT OF CENTERLINE STATION 66+60.00; 6. THENCE SOUTH 52 DEG. 45 MIN. 50 SEC. EAST, A DISTANCE OF 210.2a FEET TO AN IRON PIN SET IN THE EXISTING NOR"CHWESTERLY RIGHT-OF-WAY LINE OF POST PERIMETER BOULEVARD, BEWG THE NORTHWESTERLY LINE OF THE 0.564 ACRE TRACT CONVEYED 70 THE CITY OF DUBLIN BY DEED OF RECORD IN OFFICIAL RECORD 307. PAGE 88: SAID IRON PIN BEWG 75.00 FEET LEFT OF CENTERLINE STATION 68+70.25; THENCE SOUTH 83 DEG. I8 M(N. 02 SEC. WEST, A DISTANCE OF 36.03 FEET ALONG THE EXISTING NORTHWESTERLY RIGHT-OF-WAY LINE OF POST PERIMETER BOULEVARD TO A POINT IN THE EXISTING NORTHEASTERLY RIGHT-OF-WAY LINE OF POST ROAD, BEING THE NOR"CHEASTERLY LINE OF THE ORIGMAL 0.444 ACRE TRACT CONVEYED TO THE CITY OF DUBLIN BY DEED OF RECORD M OFFICIAL RECORD 261, PAGE I8; SAID POINT BEING 50.00 FEET LEFT OF CENTERLINE STATION 68+44.30; THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ALONG THE EXISTING NORTHEASTERLY RIGHT-OF-WAY LINE OF POST ROAD; I. THENCE NORTH 52 DEG. 4S MIN. SO SEC. WEST, A DISTANCE OF 226.47 FEET TO A POINT OF CURVATURE, BEING 50.00 FEET LEFT OF CENTERLINE STATION 66+17.82; 2. THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 850.00 FEET, A CENTRAL ANGLE OF IS DEG. 36 MIN. 32 SEC., AN ARC LENGTH OF 231.56 FEET, THF. CHORD TO WHICH BEARS NORTH 60 DEG. 34 MIN. 06 SEC. WEST, A CHORD DISTANCE OF 230.85 FEET TO A POINT AT A NORTHWESTERLY CORNER OF SAID ORIGINAL 0.444 ACRE TRAC"C; SAID POINT BEING 69.60 FEE"C OF CENTERLINE STA"PION 63+99.17; THENCE THE FOLLOWCNG TWO (2} COURSES AND DISTANCES ALONG THE WESTERLY LINES OF SAID ORIGINAL 0.444 ACRE TRACT; 1. THENCE SOUTH 48 DEG. 37 MM. 32 SEC. EAST, A DISTANCE OF 24.34 FEET TO A POINT BEING 62.43 FEET LEFT OF CENTERLINE STATION 64+22.43; 2. THENCE SOUTH 20 DEG. S7 MIN. 27 SEC. WEST, A DISTANCE OF 26.1 I FEET TO A POINT IN THE OLD TANGENT CENTERLME OF RIGHT-OF-WAY OF POST ROAD, AND A SOUTHERLY UNE OF SAID 45.628 ACRE TRACT; SAID POINT BEING 36.36 FEET LEFT OF CENTERLINE STATION 64+23.93; THENCE NORTH 74 DEG. 46 MIN. 33 SEC. W EST, A DISTANCE OF 79.92 FEET ALONG THE OLD TANGENT CENTERLINE OF RIGHT-OF-WAY OF POST ROAD, AND A SOUTHERLY L[NE OF SAID 45.628 ACRE TRACT, TO A POINT IN THE EXISTING CENTERLINE OF HYLAND-CROY ROAD, AT A SOUTH WESTERLY CORNER OF SAID 45.628 ACRE TRACT; SAID POINT BEING 24.60 FEET LEFT OF CENTERLINE STATION 63+47.48; THENCE NORTH Oa DEG. 14 MIN. 42 SEC. W EST, A DISTANCE OF 191.46 FEET ALONG THE EXISTING CENTERLINE OF HYLAND-CROY ROAD AND THE WESTERLY LINE OF SAFD 45.628 ACRE TRACT,TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRFBED PARCEL 95-WL, CONTAINING 0.862 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES O.I80 ACRES, MORE OR LESS. RX 252 Rev 09106 EXHIBIT PID PARCEL CTY-RTESEC Version Dale Page i of S BU]a8 95- W L UNI-33 ?a.8] 05/09/07 OF THE ABOVE DESCRIBED AREA, 0.862 ACRES ARE CONTAINED WI'PHM UNION COUNTY AUDITOR'S PARCEL 17-0029013.00 i, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 147-00-00- 0I 1.000. ALL IRON PINS SET ARE 3/4 INCHES 1N DIAMETER BY 30 INCHES LONG WFTH AN ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. LANDE & ASSOCIATES. ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF RIGHT-OF-WAY AND CONSTRUCTION OF S.R. 161 !POST ROAD, UNLESS OTHERWISE SHOWN. THE BEARINGS FOR THE UNI-33-24.87 PROJECT ARE BASED UPON STATE PLANE- GRID BEARINGS FROM THE OkitO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S S-FA'ifONS "FRANK 72", "FRANK 172", "EGGS 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. 7_ANDE AND ASSOCIATES, MC., UNUER THE DIRECTION OF SAID SURVEYOR. GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD IN OFFICIAL RECORD 699, PAGE 924, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO. A DRAW ING OF THIS DESCRIPTION IS ATTACHED HEREFO AND MADE PART THEREOF. *:'~ STEVEN '~, y'"~ ~iA1JI~R =r ~~`~. 7+.Ot ~ o- ~: na .:...i R. D. ZANDE AND ASSOCIATES, INC. REGISTERED SURVEYOR NO. 7191 DATL- VMS 6748 J _1 I~ 50' I~ ~I O U ~ I U ¢ Q xl 93 WI ~ ~~ ajA~ 7 NUMBER DIRECTION DISTANCE Li S 04'74'42' E 65 i.29' L2 N BT35'S7' E 126.71' L3 S 09'36'23' E 95.67' l4 S 25'23'38' E 131.24' LS 5 55'08'20" E 61.39' L6 S 60'55'38" E 76.06' L7 S 5745'50" E 270.24' LB S 83'16'02" W 36.03' L9 N 5745'50' W 226.47' L10 5 4537'32" E 24.34' Li 7 5 20'57'27' W 26.11' lit N 74'46'33" W 79.92' L13 N 04'14'42 W 797.96' 95 rWP ClJY J f I 98 I (" 3 Ci~ I~ ti~ Ix V w nJ N 31 vin ~'h w VI Ut I ~ E I >>II I IE ROGER W. GORDEN 17-0029073.001 a 5.628 ACRES OR 699. PC. 924 tI l~ \ C7 sS Q• ~ Cp ~ \ NSTR 139 39-0029 -013.002 98 BP EXPLORATION & OIL INC. `9-OOOt0~t.000 3.65a ACRES OR 273, PG. 484 0.862 AC. (GROSS) -0.180 AC. (P.R.O.) 0.682 AC. (NET) 0 z o_ m t- ~ O °i w ~ ~ O O D: U W ~ w e N d ~~d ~. - <~ ~ 1, ;~ n E* ~ S~ ~ i 0 ~Ge/ ~ ~yyp+ RI N ` •e / 139 39-0029 -013.101 N+ ~ 1 ' ~O HAWKINS FAMILY 93 PARTNERSHIP, 1T0. Citt OF OUBUN 139 39-0029073.707 17-0037029. too 0.56a ACRES 17,644 ACRES OR }07. PC. 88 OR 557. PG. tt9 CflY OF DUBUN 96 39-0007009.000 CItt OF OUBUN 739 39-0029013.002 10.189 ACRES ORIG. 0.444 ACRES OR 695, PG. 574 OR 261, PG. to OR 695, PC. 582 MON M NT ND IRON PINS 5ET ARE 3/a' d R.R.S. FOUND OMMETER BY 30' SONG WRH O REBAR FOUND AN ALUMINUM CAP. BEARING 0 IRON PIN FOUND THE NAYS 'o00T R/w AND ' p R/W MONUMENT FO R.D. ZANDE a A55oc. ~ 3/4' IRON PIN SET BA515 OF DEARINGS l R.R.S. 5ET ' 1T1E BENItN:$ FOR 1TFE UNI-33-24.87 PROJECT ARE EASED UPON 5lATE BANE CRIO BEARINGS FROM THE 0140 COORpNATE Sl'SIFAf, SOIRN 20NE. NAD 83 (88), AS YFASlIREO USING O.P.S. YETlKlDS 11iR000H THE FPANKLIN COUHrv ENGWEER'S STATK)NS 'FPANK 72'. 'FWIiK 172'. 'EGGS 6636'. AND 'fCGS 663x'. THIS PuecEL uES wrtHw zoNE x OF THE 'FlRI/' COYMUN(tY PANEL N0. 390808 0150 C, W(7H AN EFFEC(IVE MTE OF 10/03/08 PARCEL 95-WL UNI-33-24.87 IEROYS TITP., UNION COUNTY. OFIIO VQ20TNLl 3BLITARY SURVEY 3152 o too zoo 664E N iIIi Pr6TEVEN ~ '` o l RO Pmd~ t AsraiN~t ii ~ /500 Lalf 9AOn OR. ST021 lC0 RARER S s Co2vmbui OAb f9FOt ]797 < < PA~..~ uJ -fses . • 4j4 ~ "....w~.."" Rq~taM 6wr /or /7101 ON EXMIBfT RX 282 ~ P!D Rev. 09/06 _S~ PARCEL CTY-RTE-SEC Version Da« PARCEL 95-U UNI-33-24.87 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 95-U L?71-33-24,67 05/09/07 (Surveyor's description of the premises follows) SITUATED IN THE STATE OF OHIO, COUNTY OF UN10N, JEROME TOWNSHIP, LOCATED M VIRGNIA MILITARY SURVEY NO. 3452, BEING A PART OF THE 45.628 ACRE TRACT CONVEYED TO ROGER W. GORDEN BY DEED OF RECORD ID! OFFiC1AL RECORD 699, PAGE 924, 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 S[DE OF THE CENTERLINE OF RIG}iT-OF- WAY AND CONSTRUCTION OF HYLAND-CROY ROAD (COUNTY ROAD 2), AS ESTABLISHED BY A SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN IN 2005 AND 2006, AND BEING LOCATED WITHIN THE FOLLOWEG DESCRIBED BOUNDARY POINTS OF PARCEL 95-U; BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLNE OF HYLAND-CROY ROAD, BEING THE WESTERLY LINE OF VIRGINIA MILITARY SURVEY NUMBER 3452, AND THE WESTERLY LINE OF SAID 45.628 ACRE TRACT, AT THE COMMON CORNER OF VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, AND A COMMON CORNER OF THE 11.644 ACRE TRACT CONVEYED TO THE HAWKINS FAMILY PAKTNERSH[P, LTD., BY DEED OF RECORD M OFFICL4L RECORD 557, PAGE 119 AND THE 32.623 ACRE TRACT (TRACT II) CONVEYED TO JOHN L. WIRCHAINSK] BY DEED OF RECORD IN DEED BOOK 298, PAGE 339; THENCE NORTH 84 DEG. 50 MIN. 4I SEC. EAST, A DISTANCE OF 40.0] FEET ALONG THE EASTERLY EXTENSION OF THE COMMON LINE OF SAID VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, AND ACROSS SAID 45.628 ACRE TRACT, TO AN IRON PIN SET [N THE NEW EASTERLY RIGHT-OF-WAY LINE OF HYLAND-CROY ROAD (PARCEL 95-WD); SAID IRON PiN BEING 40.00 FEET RIGHT OF CENTERLINE STATION a06+59.54, AND BEING TIlE POINT OF TRUE BEC INNING OF THE HEREIN DESCRIBED PARCEL 95-U; THENCE CONTINUING NORTH 84 DEG. 50 MIN. 41 SEC. EAST, A DISTANCE OF 25.00 FEET ALONG THE EASTERLY EXTENSION OF THE COMMON LINE OF SAID VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, AND ACROSS SAID 45.628 ACRE TRACT, TO A POINT IN THE EASTERLY LINE OF THE HEREIN DESCRIBED UTILITY EASEMENT, BEING 65.00 FEET RIGHT OF CENTERLINE STATION 406+59.94; THENCE THE FOLLOWING FIVE (6) COURSES AND DISTANCES ALONG THE EASTERLY LINE OF THE HEREIN DESCRIBED UTILITY EASEMENT, AND ACROSS SAID 45.628 ACRE TRACT; I. THENCE SOUTH 04 DEG. 14 MIN. 42 SEC. EAST, A DISTANCE OF 53.80 FEET TO A POR1T, BEING 65.00 FEET RIGHT OF CENTERLINE STATION 406+06.14; 2. THENCE SOUTH 06 DEG. 32 MN. 38 SEC. EAST, A DISTANCE OF 139.02 FEET TO A POINT, BEING 69.94 FEET RIGHT OF CENTERLINE STATION 404+66.91; EXHIBIT Page '_ of i RX 28? PID 80738 Aev. 09106 PARCEL 95-U CTY-Rl'E-SEC UNI-i3 _3.87 Version Dare 05/09.'07 3. THENCE SOUTH 12 DEG. IS MIN. 59 SEC. EAST, A DISTANCE OF 154.20 FEET TO A POMT, BEING 78.90 FEET' RIGHT OF CF-NTERLINE STATION a03+01.10; 4. THENCE SOUTH 19 DEG. 32 MIN. 18 SEC. EAST, A DISTANCE OF 203.67 FEET TO A POINT, BEING 90.14 FEET RIGHT OF CENTERUNE STATION 401+00.54; S. THENCE SOUTH 07 DEG. 10 MIN. 32 SEC. EAST, A DISTANCE OF 1 ISSO FEET TO A PO[N'F IN THE NORTHERLY LINE OF A NEW STANDARD HIGHWAY EASEMENT (PARCEL 95-SH), BEING 90.09 FEET RIGHT OF CENTERLINE STATION 400+00.00; THENCE SOU"FtI 87 DEG. 3S MM. 57 SEC. WEST, A DISTANCE OF 25.09 FEET ALONG THE NORTHERLY LINE OF A NEW STANDARD HIGHWAY EASEMENT (PARCEL 95-SH), AND ACROSS SAID 45.628 ACRE TRACT, TO AN IRON PIN SET AT THE INTERSECTION OF THE NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF POST ROAD (PARCEL 95-WL) AND THE NEW EASTERLY RIGHT-OF-WAY LWE OF HYLAND-CROP ROAD (PARCEL 95-WD); SAID IRON PIN BEING 65.00 FEET RIGH"F OF CENTERLINE STATION 400+00.00; THENCE THE FOLLOWING FIVE (S) COURSES AND DISTANCES ALONG THE NEW EASTERLY RIGHT-OF-WAY LINES OF HYLAND-CROP ROAD (PARCEL 95-WD), ANU ACROSS SAID 45.628 ACRE TRACT; I. THENCE NORTH 07 DEG. IO MIN. 32 SEC WEST, A D[S"DANCE OF 110.71 FEET TO AN IRON PIN SET, BEMG 65.00 FEET RIGHT OF CENTERLINE STATION 401+00.00; 2. THENCE NORTH 19 DEG. 32 M(N. 18 SEC. WEST, A DISTANCE OF 202.55 FEET TO AN IRON PIN SET, BEING 53.87 FEET RIGHT OF CENTERLINE STATION 403+00.00; 3. T}tENCE NORTH 12 DEG. 15 MIN. S9 SEC. WEST, A DISTANCE OF 157.04 FEET "FO AN IRON PIN SET, BEING 45.00 FEET R1GfIT OF CENTERLNE STATION 404+64.77; 4. THENCE NORTH 06 DEG. 32 MIN. 38 SEC. WEST, A DISTANCE OF 140.77 FEF,'I' TO AN IRON PIN SET, BEING 40.00 FEET RIGk{T OF CENTERLINE STATION 406+05.64; S. THENCE NORT}I 04 DEG. 14 MIN. 42 SEC. WEST, A DISTANCE OF 53.90 FEET TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 95-U, CONTAINING 0.382 ACRES, MORE OR LESS. OF THE ABOVE DESCRIBED AREA, 0.382 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL 17-0029013.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 147.00-00- 0! 1.000. ALL IRON PMS SET ARE 3/4 BVCHES IN DIAMETER BY 30 INCHES LONG, WITH A PLASTIC C.AP STAMPED "R. D. ZANDE". ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF RIGHT-OF-WAY AND CONSTRUCTION OF HYLAND-CROP ROAD (COUNTY ROAD 2), UNLESS OTHERWISE SHOWN. THE BEARINGS FOR THE UNI-33-24.87 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", "EGGS 5536", AND "EGGS 5534". EXHIBIT Page 3 of 3 RX ?63 ~ PID 80748 Rev. 09/06 PARCEL 95-U C iY-RTE-$EC tiNl-33-?487 Version Date 05/09/07 THIS DESCRIPTION WAS PREPARED BY STEVEN E. RACER, 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 ASSOCLATES, INC., UNDER TFiE DIRECTION OF SAID SURVEYOR. GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD IN OFFICIAL RECORD 699, PAGE 924, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO. A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART "CHF,REOF. <_, ~ • ~ ~ ~ vy~ ~' ~';' STEVEN '; R = RACER s~ '- '.`rSS/npJFL Sv~a R. D. ZANDE AND ASSOCIATES, INC. KLC;1 TERED SURVEYOR NO. 7191 DATE 92 JOHN L WIRCHNNSKI iJ-0037039.001 32.623 AC. (TRACT IQ BEC D.B. 296, PG. 339 RE _ ____ _ VMS_6_4_20____ N Ba~50'at' E ~ VMS 6748 s 93 MAWKINS FAMILY FARMERSHIP, LTD. 77-0037029.700 11.644 ACRES OR SSJ, PC. ti9 NUMBER DIRECT70N DISTANCE Li N 84'50'41" E 40.01' L2 N 84'50'41" E 25.00' L3 S 04'74'42" E 53.80' L4 S 06'32'38" E 139.02' LS S 12'15'59" E 154.20' L6 S 19'32'78" E 203.87 L7 S 0710'32" E 775.50' LB S 8735'57" W 25.09' L9 N 0770'32" W itOJi' L10 N 19'32'78" W 202.55' L11 N 72't5'S9" W 757.04' L12 N OF32'38" W 140.77 L13 N 04'74'42 W 53.90' L74 S 8735'57" W 126.71' EXHIBIT ~ i~t~ ~a `' 0 m I a ~n i n a ~ n ~ i~~ 3 ~ 3 l 1p I Ip 7w ~Iw ~I U K l95 ~ ( `w0/ w I wi I `V'm P ~_ _ 50' a ~ o ~ i N F~ I a I f ~k ~a z t o ~+ \` MAR ~ ~ r ~ I sa t~~ `'~ (POST Ro 1 ~ ~~~_ Ex-~~ ~~ _ s,7 ` 98 ~~~ CffY OF DDBUN 39-0001009.000 50.789 ACRES OR 695. PG. 579. 582 MON MFNf F . ND D' R.R.S. FOUND O REBAR FWND O IRON PIN FWND O R/W MONUMENT FD • 3/4" IRON PIN SET Y R.R,S. SEf 25' 0.382 AC. 95 ROGER W. CORDEN 17-002901},Opt 45.628 ACRES OR 699. PG. 924 l95 ~ l-5x~ ~ `M/ (9S 7 P ~\\ ~ F+~~ \ ~~R ~ ~ ~~\ PARCEL 95-U THIS PA9LEL NFS WRHIN 20NE •K• UNI-33-24.87 OF 7HE •FlRM• coMMUNfiY PANEL N0. 39080E 0/50 C, WRN AN CO(JNTY OF UNION, JEROI(6 77P., OHIO E9TECINE WiE Di 79/03/08 Y7RGIXIA I0I.ITA)2Y SURVEY 3482 ~8 OF BEARMGS THE BEARA9G5 TOR THE UN-33-24.87. PRO7ECi ARE BlSED UPON STATE PIANE GRID BEAR9ES iROM 7HE OHq COORDIPNTE STSfEl1, S0lfflf 20NE, NAD 83 (BE), AS MFASVRED USING C.P.S. NEflt00S THROUGH THE fRANKt1N COUNTY ENFwEER'6 SfATI91S TRANK 72•. •FltANK 172•, 'EGGS 5538•. AYD 'EGGS 5534•. 0 100 200 9r xxc W rm Pt~pA»d !i) .,~ STEVE : RD. iaTWi ~ Aamtiat4s !nc E' 1600 LaN SAer~ A., Sxil~ I00 RAGER Q ColranduA OAlo ill6f ~ 7191 a ~ ~ ~ ~ ly'1! 6-I.tB9 A~oxa~ •J RpN~/N Svw~v /7191 D91~ EXHIBIT PaSc ~ of 3 RX 270 ~ PID 60748 R<v. 09/06 PARCEL 9S-SII CTY-RTE-SEC U'~i-i3-24.87 Venfon Date 05/09/07 PARCEL 95-SH UNI-33-24.87 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 conswction, relocation andlor utility maintenance wock deemed appropriate by the State of Ohio, Department of Transportation, i[s successors and assigns forever. GrantorlOwner, 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. 3452, BEING A PART OF THE 45.628 ACRE TRACT CONVEYED TO ROGER W. GORDEN BY DEED OF RECORD iN OFFICIAL- RECORD 699, PAGE 924, RECORDS OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEING A PARCEL OF LAND LYING ON THE LEF"F SIDE OF THE CENTERLINE OF RIGHT-OF- WAY AND CONSTRUCTION OF STATE ROUTE 161 !POST ROAD, AS ESTABLISHED BY A SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE C[TY OF DUBLIN, AND THE OHIO DEPARTMENT OF TRANSPORTATION, M 2005 .AND 2006, AND BEING IACATED WITHIN THE FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 95-SH; BEGINNtNG FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLMB OF HYLAND-CROY ROAD (COUNTY ROAD 2), BEING THE WESTERLY LINE OF VIRGINIA MILITARY SURVEY NUMBER 3452, AND THE WESTERLY LINE OF SAID 41.628 ACRE TRACT, AT THE COMMON CORNER OF VIRGINIA MILITARY SURVF,Y NUMBERS 6420 AND b748, AT A NORTHEASTERLY CORNER OF THE 11.644 ACRE TRACT CONVEYED'f0 "('HE HAWKRJS FAMILY PARTNERSHIP, LTD., BY DEED OF RECORD iN OFFICIAL RECORD 557, PAGE 119; THENCE SOUTH 04 DEG. l4 MIN. 42 SEC. EAST, A DISTANCE OF 65 L29 FEET, ALONG TH£ EXISTING CENTERLINE OF RIGHT-0F-WAY OF HYLAND-CROY ROAD, THE COMMON LINE OF SAID VIRGINIA MILITARY SURVEY NUMBERS 6748 AND 3452, AND THE COMMON LINE OF SAID i 1.644 AND 45.628 ACRE TRACTS, TO A POMT IN THE NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF STATE ROUTE t6i (POST ROAD); SAID POINT BEING 201.81 FEET LEFT OE CENTERLINE STATION 62+73.69; THENCE NORTH 87 DEG. 36 MIN. S7 SEC. EAST, A DISTANCE OF 126.71 FEET ALONG THE NEW NORTHERLY LIMITED ACCF-SS R1G}iT-OF-WAY L[NE OF POST ROAD, AND ACROSS SAID 45.628 ACRE TRACT, TO AN IRON P[N SET, BEING 249.38 FEET LEFT OF CENTERLINE STATION 63+66.69, AND BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 95- SH: THENCE THE FOLLOWING SIX (6) COURSES AND DISTANCES ALONG THE NEW NORTHERLY AND NORTHEASTERLY LINES OF THE HEREIN DESCRIBED STANDARD HIGHWAY EASEMENT, AND ACROSS SAID 45.628 ACRE TRACT; I. THENCE CONTINUING NORTH 87 DEG. 35 M[N. 57 SEC. EAST, A DISTANCE OF 25.09 FEET TO A POINT, BEFNG 260.63 FEET LEFT OF CENTERLINE STATION 63+89.12; 2. THENCE SOUTH 07 DEG. 30 M(N. 32 SEC. EAST, A DISTANCE OF 23.59 FEET TO A POMT, BEING 240.50 FEET LEFT OF CENTERLINE STATION 64+0 L4 k; EXHIBIT ~ Pave 2 of 3 PID RX 270 80748 Rev. 09/06 PARCEL 95-SH CTY-RTE-SEC UNI-3i 24.87 Version Date OS/09/07 3. THENCE SOUTH 18 DEG. 44 MIN. 13 SEC. EAST, A DISTANCE OF 192.04 FEET TO A POINT, BEING ID0.00 FEET LEFT OF CENTERLINE STATION 65+32.33; 4. THENCE SOUTH 46 DEG. 46 MIN. 42 SEC. EAST, A DISTANCE OF 43.01 FEET TO A POINT, BEING 86.00 FEET LEFT OF CENTERLINE STATION 65+73.00; 5. THENCE SOUTH 64 DEG. 21 MIN. 13 SEC. EAST, A DISTANCE OF (05.43 FEET TO A POINT, BEING 95.00 FEET LEFT OF CENTERLWE STATION 66+58.58; 6. THENCE SOUTH 52 DEG. 45 MIN. SO SEC. EAST, A DISTANCE OF 221.16 FEET TO A POINT ON A CURVE IN THE EXISTING NORTHWESTERLY RIGHT-OF-WAY LINE OF POST PRESERVE BOULEVARD, BEING THE NORTHWESTERLY LINE OF THE 0.564 ACRE TRACT CONVEYED TO THE CITY OF DUBLIN BY DEED OF RL•CORD [N OFFICIAL RECORD 301, PAGE 88; SAID POINT BEING 95.00 FEET LEFT OF CENTERLINE STATION 68+79.73; THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ALONG THE EXISTING NORTHWESTERLY RIGHT-OF-WAY LINE OF POST PRESERVE BOULEVARD, AND THE NORTHWESTERLY LINE OF SAID 0.564 ACRE TRACT; L THENCE ALONG A CURV E TO THE LEFT, HAVMG A RADIUS OF 640.00 FEET, A CENTRAL ANGLE OF Ot DEG. OI MiN. 56 SEC., AN ARC LENGTH OF 1 LS3 FEET, THE CF[ORD TO WHICH BEARS SOUTH 40 DEG. 36 MM. 02 SEC. WEST, A CHORU DISTANCE OF I t.S3 FEET, TO A POINT BEING 83.49 FEET LEFT OF CENTERLINE STATION 68+79.06; 2. THENCE SOUTH 83 DEG. k8 MIN. 02 SEC. WEST, A DISTANCE OF 12.23 FEET TO AN IRON PIN SET M THE NEW NORTHEASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF POST ROAD (PARCEL 9S-WL), BEING 75.00 FEET LEFT OF CENTERLINE STATION 68+70.25; TFIENCE THE FOLLOWING FIVE (S) COURSES AND DISTANCES ALONG THE NEW NORTHEASTERLY LIMITED ACCESS RIGH"F-OF-WAY L[NE OF POST ROAD (PARCEL 9S-WL), AND ACROSS SAID 45.628 ACRE TRACT; I. THENCE NORTH 52 DEG. 45 MlN. 50 SEC. WEST. A DISTANCE OF 21024 FEET TO AN IRON PIN SET, BEING 75.00 FEET LEFT OF CENTERLINE STATION 66+60.00; 2. THENCE NORTH 60 DEG. SS MIN. 38 S£C. W EST, A DISTANCE OF 76.06 FEET TO AN IRON PIN SET, BEING 70.00 FEET LEFT OF CENTERLINE STATION 66+00.00; 3. THENCE NORTH SS DEG. 08 MIN. 20 SEC. WEST, A DISTANCE OF 8139 FEET TO AN IRON PIN SET, BEING SS.00 FEET LEFT OF CENTERLINE STATION 65+20.00; 4. THENCE NORTH 2S DEG. 23 MIN. 38 SEC. WEST, A DISTANCE OF 131.24 FEET TO AN IRON PIN SET, BEING 170.00 FEET LEFP OF CENTERLINE STATION 64+20.00; 5. THENCE NORTH 09 DEG. 38 MRJ. 23 SEC. WEST, A DISTANCE OF 95.61 FEET TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 95-SH, CONTAINING 0.293 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES 0.000 ACRES, MORE OR LESS. EXHIBIT Pag< 1 of 3 RX?70 ~ PID 80718 Rev 09/06 PARCEL 95-SH C1'Y-RTE~SEC UNI-11-?a.87 Version Dam 05/09/07 OF THE ABOVE DESCRIBED AREA, 0.293 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL 17-0029013.001, AS SHOWN ON UNION COUN"1'Y GIS MAP NUMBF;R 147-00-00- 01 1.000. ALL IRON PINS SET ARE 314 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN ALUMINUM CAP, BEARIJ40 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 S.R. 161 /POST ROAD, UNLESS OTHERW ISE SHOWN. THE BEARINGS FOR THE UNI-33-24.87 PROJECT ARE BASED UPON STATE PLANE GRID BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED USING G.P.S. METHOllS THROUGH THE FRANKLIN COUNTY ENGINEER'S STA"PIONS "FRANK 72", "FRANK 172", "EGGS 5536", AND "EGGS 5634". THIS DESCRIPTION WAS PREPARED BY STEVEN E. KAUER, REGISTERED SURVEYOR 7191, AND IS BASED UPON A SURVEY FOR THE C[TY 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 699, PAGE 924, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO. A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF. .~, .. ~ ~ c ,t `~,,• • ..~y %; R. D. ZANDE AND AS S O CIA T ES, INC. ~ *,'~.. STEVEN rc •_ J ~j y~ , // C,~' 2. 591© 7 iii C / /~ BADtft ~ ~ . REGISTERED SURVEYORN0.7t91 DATE -s S 7'91 : ~ ' EC •`p~G pG ~ J - G ; ~. S 1TCK : v~ ~ ,~`c/ni~iAi. S~~ vMS 64zo EXHIBIT vMS b7a6 }i \ MBER DIRECTION DISTANCE BEGIN FOR I1 5 04'74'42' E 65129' ~- REFERENC / N ST35'S7' E 726.71' i ° ~~ N ST35'S7' E 25.09' S OT70'32' E 23.59' 5 18'44'73' E 192.04' ~ I ,1~ L6 5 46'45'42' E 43.01' ° 50' ~ f - ~ L7 5 64'27'13' E 105.93' ~ ~ is S 5745'50' E 221.16' ~ POINi OF L9 5 83'18'02' W 12.23' z ~ ~ TRUE L10 N 5745'50' W 270.24' 3 m a~ V Ci BEGINNING ~ p i L77 N 60'55'38' W 76.06' p m ~ L72 N 55'08'20" W 81.39' w ~" %10 to-R BLS u3 N 25'23'38' w 137.24' o o -°' 93 WI ~ ~3 ~ Lta N 09'36'23" W 95.67' w '~i ~ U K ~ x „ 95 w r v ~ ROGER W. CORDEN ° X95 i 17-0029013.001 J - w (~~j q 45.628 ACRES ~ ~ OR 699, PC. 924 W of y ~ ~ ~ acLi <4 5! \~ v mum nva ~m 0.293 ACRES -' d' ~ m ~q es \\ <~ 95 /Ft. & CO ~ 070 (!! / -SH \ SrR ~+ ~ I ~ c/~R~~ ~~ I \\ F+ Ao ~~aL A ~, ~a ~~ ~gb4 ~ ~ ~P ~o\g4,~ %~Sa ~ se 98 I W 3 ~a CO C! ~ i~ \ \\ ~ 739 x ~~~+++\ N I 98 \ N+ m ~ BP EXPLORATION ~~;.) n a 8 QIL INC. F+ \ KI ID M \ 39-OOO W i 7.000 3.654 ACRES ~ \ w N to I OR 273. PG. 484 ~ \ ~o d ~fl FF > \oo Y\'P k 8 I \\ 1 ~ HAWKINS FAMILY NUMBER DELTA ANC. RADNS ARC LEN CHORD DIRECTION CHORD 93 PARTNERSHIP, LTD. Ci 01'01'56' 640.00' 17.53' S 40'36'02 W 77.53' 17-0037D29.100 ~ n.644 ACRES OR 557, PG. 719 iHiS PMCEL UES 'AtINiN ZONE '%' 96 CfM OF DUBLIN OF THE 'FlRY' COMNUNRY PANEL 39-0001009.000 N0. 390806 Ot50 C, wRN AN 10.189 ACRES EFFECTIVE GATE OF 70/07/06 OR 695. PG. 579 OR 595, PG. 582 MONUM NT F. ND PARCEL 95-SH O CBY OF DUBLIN O' R.R.S. FOUND UNI-33-24.87 139 39-0029013.707 O REHAB FOUND COUNTY OF UNION. lffi20116 7RP.. OHIO ~ 0.564 ACRES O IRON PoN FOUND YIRGINtA 14II17ARY 3URVICY 9462 OR 307. PG. 88 OO R/W MONUMENT FD 0 Too 200 • 3/4' IRON PIN SEf a 4! R, R.S. SEi DP scut M rt[r i R~Cic OF B ARIN ,c 1E 0i Prepu~d a1 7HE BEARINGS FOR 7NE UNI-J7-24.87 PROJECT ~~ ST~'^ \o RO. Smdi l ASrocfati; /nc d ARE BASED UPON SPATE PWiE LAID BEARAF45 " E- : Q 1600 LW SAorr LY., SNb !Ltl ~ FROM THE OHq COORDINATE SYSTEM, SOVO7 RARER CoGan64r4 OAb IJlO! a ZOI~. NAp 83 (86). AS MEASURED VSWG C.P.S. 'e ~ 7191 ° pby,~ BlI !B6-I9B9 MERK)DS 71R2011GH THE FRANKLIN COUNTY ~ ~~~ 44~ .{ F ENGINEER'S SUTIONS "FRANK 72'. 'fR.WK 172'. 44~ox AL 4°' 'i'CGS '5538'. ANp 'EGGS 5534". s RpY1~M Surrp~ /)191 Oot~ p EXHIBIT i C RX 286 PID Rev. 09!06 PARCEL CTY-RTE-SEC Version Date PARCEL 95-TI UN[-33-24.87 TEMPORARY EASEMENT FOR THE PURPOSE OF PERFORMING THE WORK NECESSARY TO TO REMOVE A BUILDING FOR APPROXIMATELY 24 MONTHS FROM DATE OF ENTRY BY THE STATE OF OHIO, DEPARTMENT OF TRANSPORTATION Paye ! oF? 807x8 95-TI UNI-33-24.87 05,'09/07 (Surveyor's description of the premises follows! SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN VIRGINIA MILITARY SURVEY NO. 3452, BEWG A PART OF "FHE 45.628 ACRE TRACT CONVEYED TO ROGER W. GORDEN BY DEED OF RECORD IN OFFICIAL RECORD 699, PAGE 924, 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 /POST- ROAD, AS ESTABLISHED BY A SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE C[TY OF DUBLIN, AND THE OHIO DEPARTMENT OF TRANSPORTATION, tN 2005 AND 2006, AND BEING LOCATED WITHFN THE FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 9i-TI; BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF HYLAND•CROY ROAD (COLTTY ROAD 2), BEING THE WESTERLY LCNE OF VIRGINIA M[UTARY SURVEY NUMBER 3452, AND 7HE WESTERLY LINE OF SAID 45.628 ACRE TRACT, AT THE COMMON CORNER OF VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, AT A NORTHEASTERLY CORNER OF THE 11.644 ACRE TRACT CONVEYED TO THE HAWKMS FAMILY PARTNERSHIP, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 557, PAGE l 19; THENCE SOUTH 04 DEG. 14 M[N. 42 SEC. EAST, A DISTANCE OF 65 t.29 FEET, ALONG THE EXISTMG CENTERLCNE OF RIGHT-OF-WAY OF HYLAND-CROY ROAD, THE COMMON LME OF SAID VIRGINIA MILITARY SURVEY NUMBERS 6748 AND 3452, AND THE COMMON LINE OF SAID { 1.644 AND 45.628 ACRE TRACTS, TO A POINT EN THE NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF STATE ROUTE 161 (POST ROAD); SAID POMT BEING 201.81 FEET LEFT OF CENTERLINE STATION 62+73.69; THENCE NORTH 87 DEG. 3S MIN. 57 SEC. EAST, A DISTANCE OF 326.71 FEET ALONG THE NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF POST ROAD, AND ACROSS SAID 45.628 ACRE TRACT, TO AN IRON PIN SET, BEING 244.38 FEET LEFT OF CENTERLNE STATION 63+66.69; THENCE THE FOLLOWING THREE (3) COURSES AND DISTANCES ALONG'CHE NORTHERLY AND NORTHEASTERLY LINES OF THE NEW STANDARD HIGHWAY EASEMENT (PARCEL 95-SH), AND ACROSS SAID 45.628 ACRE'iRACT; 1. THENCE CONTCNUING NORTH 87 DEG. 35 MRJ. 57 SEC. EAST, A DISTANCE OF 25.09 FEET TO A PO1N'C, BEING 260.63 FEET LEFT OF CENTERLNE STATION 63+89.12; 2. THENCE SOUTH 07 DEG. IO M[N. 32 SEC. EAST, A DISTANCE OF 23.59 FEET TO A POP.VT. BEMG 240.50 FEET LEFT OF CEN~FERLINE STATION 64+01.41; 3. THENCE SOUTH IS DEG. 44 MM. I3 SEC. EAST, A DISTANCE OF 96.36 FEET TO A POMT, BEING 170.00 FEET LEFT OF CENTERLINE STATION 64+67.10, AND BEING THE POLYT OF TRUE BEGINN3NG OF THE HEREIN DESCRIBED PARCEL 95-Tf; ~~ I _I ~~ 50' I I >., h O s v C I Ci ~ 4 t z~ 93 Wi~ ~3 ~' ~ X W U X w O C IFI 98 ~ F' 3 V ~ lo= N IW cD N 3~ `> N ~~n w N N I ~ ~ I ~~ ~~f E UMBER DIRECTION DISTANCE i 5 04'14'42- E 651.29' N BT3$'$7" E t26.71' N 8T35'S7" E 25.09' 4 S OT70'32" E 23.59' L5 S 18'44'13" E 98.36' L6 S 85'02'01' E 45.44' L7 5 01'02'35" W 36.08' LB S 83'33'29" W 29.39' L9 N 18'44'13" W 47.84' -R ~ L4 POINT OF TRUE ~9a BEGINNING I-sN~ N B5 95 iyy l -T1 i=yt L6 ROGER W. GORDEN J i7-0029013.007 45.626 ACRES ~ OR 699. PG. 924 ~`~\ 0.036 ACRES \\ ~\ \ \`\ CONSrR 'Pic ~~\ fT. AO ~Q~q \E~. FgST e!i ~' 4' ~A\ ~ R~~e\ 98 BP E%PLORATION & OIL INC. 39-0001011.000 3.654 ACRES OR 273, PG. 464 HAWKINS FAMILY 93 PARTNERSHIP, LTD. 17-0031029.100 11.644 ACRES OR 557, PG. f19 TN5 PARCEL UE5 WfMIN ZONE "%" Cttt OF DUBLIN OF THE 'FlRM" COMMUNRY PANEL 98 39-0001009.000 N0. 390808 0150 C. WITH AN 10.789 ACRES EFFECTIVE MTE OF 10/03/06 Oft 695, PG. 579 4- 0 a i Z d- m p m W LL n O O -' a: w V O J w z ~. w ~ z+a" - do ,- J 2N6 ~, I OR 695. PC. 582 MONIM M E u0 PARCEL 95-T1 Cf1Y OF DUBLIN d R.R.S. FOUND UNI-33-24"87 O 139 3g_0029013.101 o REBM FOUND COUNTY OP UMON, JHRO)B T/P., OHII 0.564 ACRES O IRON PIN FOUND Y6tGIMA ImlURY 3URY6Y 346E OR 307, PG. 68 O R/W MONUMENT FD o too zao • 3/4" IRON PIN SET / R.R.S. SET 0E waFZ ~ rar ReCIC Of 6 AwIN-< os tE Pp~P~T~ ~ THE 8Fi1RRIGS FOR THE UW-33-24.87 PROJECT ARE BASm UPON STATE DIANE GRK7 BEARINGS *~ STEVE o : £. 4 RD. Pandl t,Iaoe(atlS 7ite 76A0 LakA .SAor~ ~, gy~~ lIX FROM THE OHq COCRDINITE SYSTEM, SOU1X RADER s o Co[TOMU4 OAb lJl0! ZONE, NAD 83 86, AS MEASURED USING C.P.S. ( ) YETH005 TNROUCN tHE FRANKLIN GDUNIY ENGINEERS 9TATfON6 'FRANK 72". 'FILWK t]2". a 7197 . C ~~r ~tc~4 ~ tJ/ 4~e PAe".• (s[U a-.cw ~ ~/nom A =J 'EGGS 3338", ANO ?CGS 55}4". oMat ~ . R~91k~•4 Surrryor /7191 OoN EXHIBIT RX 266 ~ PID Rev. 09106 PARCEL CCY-ft'Iti-SEC Vcrsion Dale PARCEL 95-T2 UNI-33-24.87 TEMPORARY EASEMENT FOR THE PURPOSE OF PERFORMING THE WORK NECESSARY TO TO CONSTRUCT A DRIVE FOR APPROXIMATELY 24 MONTHS FROM DATE OF ENTRY BY THE STATE OF OHIO, DEPARTMENT OF TRANSPORTATION Page I of 1 BO 146 95-P_ UNI-33-?a.87 05/09/07 ]Surveyor's description of the premises follows] SITUATED [N THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN VIRGINIA MILITARY SURVEY NO. 3452, BEING A PART OF THE 45.626 ACRE TRACT CONVEYED TO ROGER W. GORDEN BY DEED OF RECORD IN OFFICIAL RECORD 699, PAGE 924, RECORDS OF THE RECORDER'S OFFICE, UMON 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 !POST ROAD, AS ESTABLISHED BY A SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLCN, .AND THE OHIO DEPARTMENT OF TRANSPORTATION. IN 2005 AND 2006, AND BEMG LOCATED WiTHtN THE FOLLOWING DESCRIBED BOUNDARY POR3TS OF PARCEL 95-T2; BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF HYLAND-CROY ROAD (COUNTY ROAD 2), BEING THE WESTERLY LINE OF VIRGINIA MILITARY SURVEY NUMBER 3452, AND THE WESTERLY L[NE OF SAID 45.628 ACRE TRACT, AT THE COMMON CORNER OF VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, AT A NORTHEASTERLY CORNER OF THE 11.644 ACRE TRACT CONVEYED TO THE HAWKI;JS FAMILY PARTNERSHIP, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 557, PAGE t 19; THENCE SOUTH 04 DEG. t4 MIN. 42 SEC. EAST, A DISTANCE OF 651.29 FEET, ALONG THE EXISTING CENTERLNE OF RIGHT-OF-WAY OF HYLAND-CROY ROAD,'fHE COMMON LINE OF SAID VIRGINIA MILITARY SURVEY NUMBERS 6748 AND 3452, AND THE COMMON LINE OF SAID 11.644 AND 45.628 ACRE TRACTS, TO A POINT [N THE NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF POST ROAD (PARCEL 95-WL); SAID POINT BEING 201.81 FEET LEFT OF CENTERLINE STATION 62+73.69; , THENCE NORTH 87 DEG. 3S MRJ. S7 SEC. EAST, A DISTANCE OF 126.71 FEET ALONG THE NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF POST ROAD (PARCEL 95-W L), AND ACROSS SAID 45.628 ACAS TRACT, TO AN IRON PIN SET, BEING 65.00 FEET RIGHT OF CENTERLINE HYLAND-CROY STATION 400+00.00; THENCE CONTINUING NORTH 87 DEG. 35 MIN. S7 SEC. EAST, A DISTANCE OF 25.09 FEET ALONG THE NORTHERLY LINE OF THE NEW STANDARD HIGHWAY EASEMENT (PARCEL 95-SH), AND ACROSS SAID 45.628 ACRE TRACT TO A POINT IN THE EASTERLY LINE OF THE NEW UT(L[TY EASEMENT (PARCEL 4S-U ), BEING 90.09 FEET RIGHT OF CENTERL[NEHYLAND-CROY STATION 400+00.00, AND BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 95- T2; THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ALONG TH£ EASTERLY LINE OF THE NEW UTILITY EASEMENT (PARCEL 95-U), AND ACROSS SAID 45.628 ACRE TRACT; I. THENCE NORTH 07 DEG. t0 MIN. 32 SEC. WEST, A DISTANCE OF 115.50 FEET "CO A POINT BEING 90.14 FEET RIGHT OF CENTERLINE HYLAND-CROY STATION 401+00.54; 2. THENCE NORTH 19 DEG. 32 MIN. 18 SEC. WEST, A DISTANCE OF 142.57 FEET TO A POCNT BEING 83.39 FEET RIGHT OF CENTERLINE HYLAND-CROY STATION 402+35.00; EXHIBIT Page 2 of 3 RX 266 P'D 80748 Rev. 09/06 PARCEL 95-P_ CTY-R'tE-SEC UNI-71-24.87 Version Dale 05/09/07 THENCE THE FOLLOWING EIGHT (8) COURSES AND DISTANCES ACROSS SAI D 45.628 ACRE TRACT: I. THENCE SOUTH 63 DEG. 39 MIN. OS SEC. EAST, A DISTANCE OF S 1.41 FEET TO A POINT BEING 120.00 FEET RIGHT OF CENTERLINE HYLAND-CROY STATION 401+95.00; 2. THENCE SOUTH I S DEG. 13 MIN. 42 SEC. EAST, A DISTANCE OF 207.46 FEET TO A POINT BEING 130.00 FEET RIGHT OF CENTERLiNEHYLAND-CROY STATION 400+20.00; 3. THENCE SOliTH 45 DEG. 20 MIN. S I SEC. EAST, A DISTANCE OF 172.30 FEET TO A POINT, BENG 240.00 FEET LEFT OF CENTERLINE S.R. l6i /POST ROAD STATION 65+75.00; 4. THENCE SOUTH 02 DEG. 19 MIN. 25 SEC. EAST, A DISTANCE OF 55.90 FEET TO A POINT, BEING 190.00 FEET LEFT OF CENTERLINE STATION 66+00.00; S. THENCE SOUTH 86 DEG. 41 MIN. 19 SEC. WEST, A DISTANCE OF 25.94 FEET TO A POMT, BEING 178.00 FEET LEFT OF CENTERLINE STATION 65+77,00; 6. THENCE NORTH 24 DEG. S4 MIN. I 1 SEC. WEST, A DISTANCE OF 48.92 FEET TO A POINT, BEING 210.00 FEES LEFT OF CENTERLINE STATION 65+40.00; 7. THENCE NORTH 48 DEG. 00 M[N. SO SEC. WEST, A DISTANCE OF 13 L24 FEET TO A POINT, BEING 250.00 FEET LEFT OF CENTERLINE STATION 64+] 5.00; 8. THENCE SOUTH 79 DEG. !6 MIN. 31 SEC. WEST, A DESTANCE OF [6.58 FEET TO A POINT IN THE EASTERLY LINE OF THE NEW STANDARD HIGH WAY EASEMENT (PARCEL 95-SH), BEING 240.50 FEET LEFT OF CENTERLINE STATION 64+0 L41; THENCE NORTH 07 DEG. 10 MIN. 32 SEC. WEST, A DISTANCE OF 23.59 FEET ALONG THE EASTERLY LME OF THE NEW STANDARD HIGH WAY E.ASEMEN'P (PARCEL 95-SH), AND ACROSS SAID 45.628 ACRE TRACT, TO THE POINT OF TRUE BEGLYNING OF THE HEREIN DESCRIBED PARCEL 95-T2, CONTAINING 0.392 ACRES, MORE OR LESS. OF THE ABOVE DESCRIBED AREA. 0.392 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL 17-0029013.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 147-00-00- 0I 1.000. ALL IRON PINS SET ARE 3;4 INCHES M 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 S.R. 161 /POST ROAD, UNLESS OTHERWISE SHOWN. THE BEARINGS FOR THE UN[-33-24.87 PROJECT ARE BASED UPON STATE PLANE GRID BEARINGS FROM THE OHIO COORDMATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGFNEER'S STATIONS "FRANK 72", "FRANK 172". "FCGS SS36". AND "FCGS SS34". EXHIBIT $bb Page 3 of 3 RX 266 3 PID 807x8 Rec. 09/Ob TJ PARCEL 95-T_ CTY-RTE-SEC UNI-33-?4.6T Version Date 05!09107 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 TI{E DIRECTION OF SAID SURVEYOR. GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD IN OFFICIAL RECORD 699, PAGE 924, 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 OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF. ~ ,•F P~ F °F ~y,, , , ,' r~ : ~ -, i ~; R. D. ZANDE AND ASS OCIATE C . S, I N , ~ * ~~ STEVEN ': R =. •`• ~y ~ ~ / ~ ~ ~ ' ~ ~Y~ - S l /C ;- RA R ~ v v) -- e7 -G~cr !/ -o '., :'~.. 91 REGISTERED SURVEYOR N0. 7191 DATE 'P ':? ~S~U"JAI ~`~~: O JOHN L WBRCNANSKi 92 77-0031 039.001 32.623 AC. (TRACT IQ EIECIN FO 0.8. 298. PG. 339 REFERENC ___ _ vMS_6_420 _____ N ea•5o's1' E ~ VMS 6748 93 NAWKINS FAMILY PARTNERSMIP, LTD. 17-0031029.100 t 1.644 ACRES OR 557, PG. 119 NUMBER DIRECTION DISTANCE Lt N BT35'S7' E 126.71' L2 N 8T35'S7' E 25.09' t3 N OT10$2' W 115.50' L4 N 79'32'18" W 142.57' LS S 6539'05' E 51.41' LB S 75'13'42' E 207.88' L7 S 4520'57' E 172.30' L8 S OTt9'25' E 55.90' L9 S 86'47'19" W 28.94' L10 N 24'54'77' W 48.92' Lit N 48'00'50" W 137.24 U2 5 79'16'31' W 76.58' L/3 NOT 70'32' W 23.59' F (~ CI 7~ C.71 I~ f mp n I ~~~ I .o n i~> ~5 1 ~ /~V/ I ' I~ Ix ` IX W' 1 w 1 `rA~ w~ /957 I w ~ "~~m A _~~ 750 a ~ 0 N ~~ 1 p ' 1£ ~I f elz ~ 60 ~~---lei -~-/// S ~ ^t Rey ¢ cD~s'T RD.) ~ l sr. _-€~__ fX'(A~_ E,J ~ 98 ~~~~ cm of Ou6uN 39-0001009.000 t0.i69 ACRES OR 695. PG. 5J9. 582 r95 7 t ~~l n ~o~ er 95 ROGER W. CORDEN 17-0029013.001 45.628 ACRES OR 699. PG. 924 95 ~'~~~\ ~ P~ ~ ~>^,, ~ i \~~\ \\ MON 1M NT F. ND p~,t~, 95-T2 (T R.R.S. FOUND UNI-33-24.87 o REBAR FOUND iMiS PARCEL LIES W(fNM ZONE 'K' O IRON PIN FOUND of iNE 'NiM' COWUN(IY PANEt COUNTY OF UNION. JSRO7/E TIFP., OHIO O R/W MONUMENT FO NO. 590806 Ot30 C. WRN AN Y1ROR71A )HIJTARY SURVEY 3{62 • 3/4' IRON P(N SET EFFECINE MTE OF 10/03/08 o 100 290 R.R.S. SET Briar: r rttr RACIS OF BEARINGS of •E Oa P+sPAnB gT 7NE BEARINGS FOR THE UNI-33-24.BJ. PROJECT NtE BASED UPON STATE PLANE CRIO BEARINGS T! OR01 51EM SOUfN FRO C TE S a STE E p r RD ImW~ ~' ApMafR />K ~ 1600 LaFe SAarr A., Swh )00 VO! OA I . M ~ ONIO O 1N Y P S E S G G ~~ o o iP . Ca[vn44t /Bll/ 6-IJG 9 At . . ZONE. NAD 63 (B4). AS M ASURED U w . N THE FRANI(IJN COUNiY YEiND05 iHRO f • ~~ '~' f ~ . om U r ENGINEER'S STA170N5 •FRANK 72'. 'FRVIK 172'. i ~.a ~~IP.Y At. A,4 S 'EGGS 5536'. AND 'EGGS 5334'. Rgn..u Swyei /'lt4t oar