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19-08 OrdinanceRECORD OF ORDINANCES Dayton Lega] Blank, Inc Form No 30043 19-08 Ordinance No. Passed 20 1 D I~ AN ORDINANCE APPROPRIATING A 0.988 ACRES, MORE OR LESS, FEE SIMPLE INTEREST, A 0.123 ACRES, MORE OR LESS, UTILITY EASEMENT, AND A 0.564 ACRES, MORE OR LESS, TEMPORARY CONSTRUCTION EASEMENT FROM POST HYLANDS CO. LTD., LOCATED ON THE WEST SIDE OF PERIMETER DRIVE, CITY OF DUBLIN, COUNTIES OF FRANKLIN AND UNION, STATE OF OHIO, AND DECLARING AN EMERGENCY. WHEREAS, the City of Dublin ("City") and the Ohio Department of Transportation ("ODOT") are working in cooperation to make improvements to the US 33/SR 161/Post Road interchange; and WHEREAS, in improving the interchange, the City will be undertaking the relocation of Liggett Road to the east; WHEREAS, said Liggett Road improvement will require the City of Dublin to obtain a fee simple interest, utility easement, and temporary construction easement in and to the premises described in the attached Exhibit "A", Exhibit "B", and Exhibit "C" located in the City of Dublin, Franklin and Union Counties, Ohio. NOW, TI~EREFORE, 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, utility easement, and temporary construction easement in and to the premises located in the City of Dublin, Ohio, and more fully described in the legal description attached hereto as Exhibit "A", Exhibit "B", and Exhibit "C" is hereby appropriated for the public purpose of improving the US 33/SR 161/Post Road interchange and relocation of Liggett Road to the east, 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 Four Hundred Sixty One Thousand, Six Hundred Sixty Dollars and No Cents ($461,660) which sum shall be deposited with the Franklin and Union County Common Pleas Court 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 properly. Section 4. The City Law Director is directed to file a petition for appropriation in the Franklin and Union County Common Pleas Court, 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 and relocation of Liggett Road to the east 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 ~ day of ~ , 2008. Mayor -Presiding ATTEST: Clerk of Council ~SCHOTTENSTEIN ZOX~`DUNN, .. ME11fORl-1 ~~ LTAf TO: Dublin City Council Jane S. Brautigam Paul A. Hammersmith, PE, Director of Engineering/City Engineer FROM: Stephen J. Smith, Law Director Philip K. Hartmaiu~, Assistant Law Director DATE: April 3, 2448 RE: Ordinance 19-48 Land Appropriation -Post Hylands Co., 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 at the March 17, 2448 meeting. By v~Tay of background, the Resolution authorized the City to pursue all the necessary legal requirements to review the possible appropriation of the Post Hylands Co. Property. The purpose of this Ordinance is to authorize the La~v Department to pursue an eminent domain action in the appropriate Court of Common Pleas if tluough good faith negotiations the CitS~ caruiot settle with the lando~~~ner. PROJECT BACKGROUND: The City of Dublin ("City") and the Ohio Department of Transportation ("ODOT") are working together to make improvements to the US 33/SR 161/Post Road interchange. In improving the interchange, the City will be undertaking the relocation of Liggett Road to the east. The US 33/SR 161/Post Road interchange and Liggett Road relocation project ("project") require 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 the project route. This memorandum discusses the Post Hylands Co. property located on the west side of Perimeter Drive, just east of the State Route 161iU. S. Route 33 interchange. ACQUISITION INTRODUCTION: This project requires the acquisition of a 4.988 acres, more or less, fee simple interest, 4.123 acres, more or less, utility easement and a 4.564 acres, more or less, temporary construction easement in and to the premises. Memo to Council -Ordinance 19-08 -Past H}lands Co., Ltd. April 3, 2008 Page 2 of 2 ACTION TAKEN IN THIS C :SSE: Since the year 2006, the Law Department has been in contact with the landowner to inform the company 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 Four Hundred Sixty One Thousand, Six Hundred Sixty Dollars and No Cents ($461,660}. The Law Department engaged M/E Company (Mr. James Howard) to negotiate the acquisition with the landowner. Mr. Howard has presented the offer of compensation to the Post Hylands Co. Post Hylands Co. has not accepted the offer. Therefore, an agreement cannot be reached. As such, we prepared this ordinance authorizing the City, through the legal department, to proceed with litigation in which the compensation to the landowner will be detei-~nined. RECOMMENDATION: The Law Department recommends approval of Ordinance No. 19-08. Columbus Cleveland Cincinnati [Fi 11; 2454 f } 250 West Street, Columbus, Ohio 432 1 5-2538 ~ P.O. Box 165020, Columbus, OH 43216-5020 ~ Voice: 614-462-2700 ~ Fax: 614-462-5135 Page 1 of 3 RX 250 PID 80748 Rev. 10/06 PARCEL 140-WD CTY-RTE-SEC RELOC-LIGGETT-RD Version Date 7/20/07 PARCEL 140-WD RELOC-LIGGETT-RD 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). Surveyor's description of the premises follows] SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, CITY OF DUBLIN (WASHINGTON TOWNSHIP, FRANKLIN COUNTY), LOCATED IN VIRGINIA MILITARY SURVEY NO. 3452, BEING A PART OF THE ORIGINAL 4.605 ACRE TRACT CONVEYED TO THE POST-HYLANDS CO., BY DEED OF RECORD IN DEED BOOK 244, PAGE 95 (UNION COUNTY RECORDER'S OFFICE), 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 LIGGETT 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 LOCATED WITHIN THE FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 140-WD; BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE EXISTING CENTERLINE OF LIGGETT ROAD, BEING THE COMMON LINE OF VIRGINIA MILITARY SURVEYS 3452 AND 6748, AND BEING THE WESTERLY LINE OF THE ORIGINAL 4.315 ACRE TRACT CONVEYED TO S.G. LA MYERS, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 132, PAGE 608, AT THE INTERSECTION OF THE FRANKLIN /UNION COUNTY LINE, AND AT THE SOUTHEASTERLY CORNER OF THE 10.189 ACRE TRACT CONVEYED TO THE CITY OF DUBLIN BY DEED OF RECORD IN OFFICIAL RECORD 695, PAGE 579; SAID SPIKE BEING 579.14 FEET LEFT OF CENTERLINE U.S. ROUTE 33 STATION 1341+15.38; THENCE NORTH 04 DEG. 09 MIN. 03 SEC. WEST, A DISTANCE OF 327.76 FEET ALONG THE EXISTING CENTERLINE OF LIGGETT ROAD, THE COMMON LINE OF VIRGINIA MILITARY SURVEYS 3452 AND 6748, AND THE COMMON LINE OF SAID ORIGINAL 4.315 AND 10.189 ACRE TRACTS, TO A POINT AT A COMMON CORNER OF SAID ORIGINAL 4.315 ACRE TRACT AND THE 3.654 ACRE TRACT CONVEYED TO BP EXPLORATION & OIL INC., BY DEED OF RECORD IN OFFICIAL RECORD 273, PAGE 484; SAID POINT BEING 15.13 FEET LEFT OF CENTERLINE RELOCATED LIGGETT ROAD STATION 5002+59.98; THENCE SOUTH 87 DEG. 27 MIN. 03 SEC. EAST, A DISTANCE OF 493.99 FEET ALONG SAID COMMON LINE OF THE ORIGINAL 4.315 AND 3.654 ACRE TRACTS, TO AN IRON PIN FOUND AT THE COMMON CORNER OF SAID 3.654 ACRE TRACT AND SAID ORIGINAL 4.605 ACRE TRACT; SAID IRON PIN BEING 39.13 FEET RIGHT OF CENTERLINE RELOCATED LIGGETT RD. STATION 5007+97.80; SAID IRON PIN BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 140-WD; THENCE CONTINUING SOUTH 87 DEG. 27 MIN. 03 SEC. EAST, A DISTANCE OF 154.76 FEET ALONG THE SOUTHERLY LINE OF SAID 3.654 ACRE TRACT, TO AN IRON PIN SET ON A CURVE IN THE EXISTING SOUTHWESTERLY RIGHT-OF-WAY LINE OF POST ROAD, AT A SOUTHEASTERLY CORNER SAID ORIGINAL 3.654 ACRE TRACT; SAID IRON PIN BEING 50.00 FEET RIGHT OF CENTERLINE S.R. 161 /POST ROAD STATION 72+35.08; EXHIBIT EXHIBIT A Page 2 of 3 RX 250 PID 80748 Rev. 09/06 PARCEL 140-WD CTY-RTE-SEC RELOC-LIGGETT-RD Version Date 7/20/07 THENCE WITH A CURVE TO THE RIGHT, HAVING A RADIUS OF 600.00 FEET, A CENTRAL ANGLE OF 27 DEG. 14 MIN. 45 SEC., AN ARC LENGTH OF 285.32 FEET, THE CHORD TO WHICH BEARS SOUTH 28 DEG. 26 MIN. 19 SEC. EAST, A CHORD DISTANCE OF 282.64 FEET, ALONG THE EXISTING SOUTHWESTERLY RIGHT-OF-WAY LINE OF POST ROAD AND PERIMETER ROAD, TO AN IRON PIN SET IN THE NEW SOUTHERLY RIGHT-OF-WAY OF RELOCATED LIGGETT ROAD, BEING 50.00 FEET RIGHT OF CENTERLINE S.R. 161 /POST ROAD STATION 75+44.18; THENCE THE FOLLOWING FIVE (5) COURSES AND DISTANCES ALONG THE NEW SOUTHWESTERLY RIGHT-OF-WAY LINES OF RELOCATED LIGGETT ROAD, AND ACROSS SAID ORIGINAL 4.605 ACRE TRACT; 1. THENCE NORTH 77 DEG. S9 MIN. 08 SEC. WEST, A DISTANCE OF 45.24 FEET TO AN IRON PIN SET, BEING 90.00 FEET RIGHT OF CENTERLINE S.R. 16] /POST ROAD STATION 75+20.47, AND BEING 42.80 FEET RIGHT OF CENTERLINE RELOCATED LIGGETT ROAD STATION SO11+44.83; 2. THENCE SOUTH 81 DEG. 28 MIN. 48 SEC. WEST, A DISTANCE OF 28.13 FEET TO AN IRON PIN SET AT A POINT OF CURVATURE, BEING 40.00 FEET RIGHT OF CENTERLINE RELOCATED LIGGETT ROAD STATION 5011+25.00; 3. THENCE WITH A CURVE TO THE RIGHT, HAVING A RADIUS OF 140.00 FEET, A CENTRAL ANGLE OF 77 DEG. S7 MIN. 30 SEC., AN ARC LENGTH OF 190.49 FEET, THE CHORD TO WHICH BEARS NORTH S9 DEG. 32 MIN. 27 SEC. WEST, A CHORD DISTANCE OF 176.13 FEET, TO AN IRON PIN SET AT A POINT OF TANGENCY, BEING 40.00 FEET RIGHT OF CENTERLINE STATION 5009+88.94; 4. THENCE NORTH 20 DEG. 33 MIN. 42 SEC. WEST, A DISTANCE OF 148.26 FEET TO AN IRON PIN SET, BEING 40.00 FEET RIGHT OF CENTERLINE STATION 5008+40.67; S. THENCE NORTH 86 DEG. 52 MIN. 12 SEC. WEST, A DISTANCE OF 14.42 FEET TO AN IRON PIN SET IN THE COMMON LINE OF SAID ORIGINAL 4.605 AND 4.31 S ACRE TRACTS, BEING S2.8S FEET RIGHT OF CENTERLINE STATION 5008+28.36; THENCE NORTH 03 DEG. 07 MIN. 48 SEC. EAST, A DISTANCE OF 21.30 FEET TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 140-WD, CONTAINING 0.988 ACRES, MORE OR LESS. OF THE ABOVE DESCRIBED AREA, 0.988 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL 39-0001012.000, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 147-00-00- 019.000. 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 RELOCATED LIGGETT ROAD, UNLESS OTHERWISE SHOWN. THE BEARINGS FOR THE RELOCATED LIGGETT ROAD 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 l72", "FCGS 5536", AND "FCGS 5534". EXHIBIT A Page 3 of 3 RX 250 PID 80748 Rev. 09/06 PARCEL 140-WD CTY-RTE-SEC RELOC-LIGGETT-RD Version Date 7/20/07 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 DEED BOOK 244, PAGE 95 (UNION COUNTY RECORDER'S OFFICE). A DRAWING OF ~"~'I-CIS. pESCRIPTION 1S ATTACHED HERETO AND MADE PART THEREOF. - ~-, ~' ~ ~ R. D. ZANDE AND ASSOCIATES, INC. ~.~`; i.: F=1~ ~~ '°., J TES,. ° .~-~ wv " ~, ,, v <<. REGISTERED SURVEYOR NO. 7191 DATE `-,,,, ~`sf~'PdH.L 5v`~' •e ~~,. f~~~A!!i!61.E\ 4 POINT OF TRUE BEGINNING RELOCATED' ss L1 L ~ I ~, ~Ix S7 n z y ~ °~, ''3 ~ ~ ~ ~ o b w I f << J ~ (n ~1 01 W ~ I~ 98 ~~iV -+~ 97 L6 EXHIBIT B ~~: \\\~ \~~~ ~ F~ ~~ `~ ~~~ L2 ,, ~ ~ ~"d ? ~ ~ '~ J, \\'` ~ ~ __~ ~ w~ -p~sT R ~~ ~ 0.988 ACRES 140 UNION CO. ~ FRANKLIN CO. ~f, F°R~ 5~~~~ g~~ ~P X140 l `~~ I __-I AA ' 20' 140 THE POST-HYLANDS CO. 273-001899 ORIG. 7.033 ACRES D.B. 3096, PG. 99 NUMBER DIRECTION DISTANCE L1 S 8T27'03" E 493.99' L2 S 8T27'03" E 154.76' L3 N 7T59'08" W 45.24' L4 S 81'28'48" W 28.13' L5 N 20'33'42" W 148.26' L6 N 86'52'12" W 14.42' L7 N 03'07'48" E 21.30' NUMBER DELTA ANG. RADIUS ARC LEN CHORD DIRECTION CHORD C1 2T14 45 600.00' 285.32' S 28'26'19" E 282.64' C2 7T57'30" 140.00' 190.49' N 59'32'27" W 176.13' 0.131 AC. (**) 0.857 AC. (***) 0.988 AC. TOTAL 96 BP EXPLORATION do OIL INC. 39-000101 1.000 3.654 ACRES OR 273, PG. 484 .O' MONUMENT LEGEND R.R.S. FOUND O REBAR FOUND O IRON PIN FOUND O R/W MONUMENT FD • 3/4" IRON PIN SET ,~' R.R.S. SET IRON PINS SET ARE 3/4" DIAMETER BY 30" LONG WITH A PLASTIC CAP, BEARING THE NAME "R.D. ZANDE & ASSOC." THIS PARCEL LIES WITHIN ZONES "X" (0.2X ANNUAL CHANCE FLOOD) AND AE" OF THE "FlRM" MAP NUMBER 39049C0106H, WITH AN EFFECTNE DATE OF 3/16/04 BASIS OF BEARINGS THE BEARINGS FOR THE RELOC. UGGETT ROAD. 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". ,~ STEVEN. 3 h f E. ° ~= RADER a jD~ 7191 ~a 9 O% a~d'S'e' /.s.7 rp JQ~d~ ''~_~ONAL BJd~~~ THE POST-HYLANDS CO. 140 39-0001012.000 ORIG. 4.605 ACRES D.B. 244, PG. 95 PARCEL 140-WD RELOC. UGGETT RD. UNION COUNTY CTfY OF DUBLIN, OHIO (IIASHINGTON TI/P., F'RANKI.II~I C0.) VIRGINIA ILII.iTARY SURVEY 3462 o ~o0 200 SCALE qJ FEET Prepared By R.D. Sasadt ~ Assoc~ate~ !~ >600 Lafa SAos+e Lis:, Sluilt f00 D ~~ o~ ~~~ lJtosu.• (•6f~f 6-4G9B9 ., ~ ~w /o o~ o? Registered Surveyor / 1la1 Date (+'-) = WffHIN EXISTING UTILITY ESMT. (*••) =OUTSIDE EXISTING UTILITY ESMT. S 8T57'12" E I ~,.~ x ~ z ~ ~ ~, ~! ~ tyrl ~ '~ ~b ~~ CITY OF DUBLIN O UTILITY EASEMENT O.R. 254, PG. 705 98 CITY OF DUBLIN 39-0001009.000 10.189 ACRES OR 695, PG. 579 OR 695, PG. 582 O S G La MYERS, LTD. 97 39-0001010.000 ORIG. 4.315 ACRES OR 132 PG. 608 EXHIBIT RX 282 ~ PID Rev. 09/06 PARCEL CTY-RTE-SEC Version Date PARCEL 140-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 1 of 3 80748 140-U UN]-33-24.87 10/06/07 [Surveyor's description of the premises follows] SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, CITY OF DUBLIN, LOCATED IN VIRGINIA MILITARY SURVEY NO. 3452, BEING A PART OF THE ORIGINAL 4.605 ACRE TRACT CONVEYED TO THE POST-HYLANDS CO., BY DEED OF RECORD IN DEED BOOK 244, PAGE 95 (UNION COUNTY RECORDER'S OFFICE), AND THE ORIGINAL 7.033 ACRE TRACT CONVEYED TO THE POST-HYLANDS CO., BY DEED OF RECORD IN DEED BOOK 3096, PAGE 99 (FRANKLIN COUNTY RECORDER'S OFFICE), 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 RIGHT SIDE OF THE CENTERLINE OF RIGHT-OF- WAY AND CONSTRUCTION OF S.R. 16] /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 LOCATED WITHIN THE FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 140-U; BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF LIGGETT ROAD, BEING THE COMMON LINE OF VIRGINIA MILITARY SURVEYS 3452 AND 6748, AND BEING THE WESTERLY LINE OF THE ORIGINAL 4.315 ACRE TRACT CONVEYED TO S.G. LA MYERS, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 132, PAGE 608, AT THE INTERSECTION OF THE FRANKLIN /UNION COUNTY LINE, AND AT THE SOUTHEASTERLY CORNER OF THE 10.189 ACRE TRACT CONVEYED TO THE CITY OF DUBLIN BY DEED OF RECORD IN OFFICIAL RECORD 695, PAGE 579; SAID SPIKE BEING 579.14 FEET LEFT OF CENTERLINE U.S. ROUTE 33 STATION 1341+15.38; THENCE NORTH 04 DEG. 09 MIN. 03 SEC. WEST, A DISTANCE OF 327.76 FEET ALONG THE CENTERLINE OF LIGGETT ROAD, THE COMMON LINE OF VIRGINIA MILITARY SURVEYS 3452 AND 6748, AND THE COMMON LINE OF SAID ORIGINAL 4.315 AND 10.189 ACRE TRACTS, TO A POINT AT A COMMON CORNER OF SAID 4.315 ACRE TRACT AND THE 3.654 ACRE TRACT CONVEYED TQ BP EXPLORATION & OIL INC., BY DEED OF RECORD IN OFFICIAL RECORD 273, PAGE 484; SAID POINT BEING 673.25 FEET LEFT OF CENTERLINE U.S. ROUTE 33 STATION 1338+01.42; SAID POINT BEING FURTHER REFERENCED AS SOUTH 04 DEG. 09 MIN. 03 SEC. EAST, A DISTANCE OF 30.38 FEET FROM A RAILROAD SPIKE SET; THENCE SOUTH 87 DEG. 27 MIN. 03 SEC. EAST, A DISTANCE OF 493.99 FEET ALONG SAID COMMON LINE OF THE ORIGINAL 4.315 AND 3.654 ACRE TRACTS, TO AN IRON PIN FOUND AT THE COMMON CORNER OF SAID 3.654 ACRE TRACT AND SAID ORIGINAL 4.605 ACRE TRACT; SAID IRON PIN BEING 148.51 FEET RIGHT OF CENTERLINE STATION 70+97.84; THENCE CONTINUING SOUTH 87 DEG. 27 MIN. 03 SEC. EAST, A DISTANCE OF 154.76 FEET ALONG THE SOUTHERLY LINE OF SAID 3.654 ACRE TRACT, TO AN IRON PIN SET ON A CURVE IN THE EXISTING SOUTHWESTERLY RIGHT-OF-WAY LINE OF POST ROAD, AT A SOUTHEASTERLY CORNER SAID ORIGINAL 3.654 ACRE TRACT; SAID IRON PIN BEING 50.00 FEET RIGHT OF CENTERLINE STATION 72+35.08; EXHIBIT A Page 2 of 3 RX 282 PID 80748 Rev. 09/06 PARCEL 140-U CTY-RTE-SEC UN1-33-24.87 Version Date 10/06/07 THENCE ALONG THE EXISTING SOUTHWESTERLY RIGHT-OF-WAY LINE OF POST ROAD AND PERIMETER ROAD WITH A CURVE TO THE RIGHT, HAVING A RADIUS OF 600.00 FEET, A CENTRAL ANGLE OF 27 DEG. 14 MIN. 45 SEC., AN ARC LENGTH OF 285.32 FEET, THE CHORD TO WHICH BEARS SOUTH 28 DEG. 26 MIN. 19 SEC. EAST, A CHORD DISTANCE OF 282.64 FEET, TO AN IRON PIN SET IN THE NEW SOUTHERLY RIGHT-OF-WAY OF RELOCATED LIGGETT ROAD, BEING 50.00 FEET RIGHT OF CENTERLINE STATION 75+44.18, AND BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 140-U; THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ALONG THE EXISTING SOUTHWESTERLY RIGHT-OF-WAY LINE OF PERIMETER ROAD; 1. THENCE WITH A CURVE TO THE RIGHT, HAVING A RADIUS OF 600.00 FEET, A CENTRAL ANGLE OF 10 DEG. 03 MIN. 17 SEC., AN ARC LENGTH OF 105.29 FEET, THE CHORD TO WHICH BEARS SOUTH 09 DEG. 47 MIN. 18 SEC. EAST, A CHORD DISTANCE OF 105.16 FEET, TO A POINT OF TANGENCY, BEING 50.00 FEET RIGHT OF CENTERLINE STATION 76+58.24; 2. THENCE SOUTH 04 DEG. 45 MIN. 40 SEC. EAST, A DISTANCE OF 21.76 FEET TO A POINT, BEING 50.00 FEET RIGHT OF CENTERLINE STATION 76+80.00; THENCE SOUTH 85 DEG. 14 MIN. 20 SEC. WEST, A DISTANCE OF 40.00 FEET ACROSS SAID ORIGINAL 7.033 ACRE TRACT, TO A POINT IN THE SOUTHWESTERLY LINE OF THE HEREIN DESCRIBED UTILITY EASEMENT, BEING 90.00 FEET RIGHT OF CENTERLINE STATION 76+80.00; THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ALONG THE SOUTHWESTERLY LINE OF THE HEREIN DESCRIBED UTILITY EASEMENT, AND ACROSS SAID ORIGINAL 7.033 AND 4.605 ACRE TRACTS; 1. THENCE NORTH 04 DEG. 45 MIN. 40 SEC. WEST, A DISTANCE OF 21.76 FEET TO A POINT OF TANGENCY, BEING 90.00 FEET RIGHT OF CENTERLINE STATION 76+58.24; 2. THENCE WITH A CURVE TO THE LEFT, HAVING A RADIUS OF 560.00 FEET, A CENTRAL ANGLE OF 12 DEG. 08 MIN. 40 SEC., AN ARC LENGTH OF 118.70 FEET, THE CHORD TO WHICH BEARS NORTH 10 DEG. 50 MIN. 00 SEC. WEST, A CHORD DISTANCE OF 118.48 FEET, TO AN IRON PIN SET IN THE NEW SOUTHERLY RIGHT- OF-WAY LINE OF RELOCATED LIGGETT ROAD, BEING 90.00 FEET RIGHT OF CENTERLINE STATION 75+20.47; THENCE SOUTH 77 DEG. 59 MIN. 08 SEC. EAST, A DISTANCE OF 45.24 FEET ALONG THE NEW SOUTHERLY RIGHT-OF-WAY LINE OF RELOCATED LIGGETT ROAD, AND ACROSS SAID ORIGINAL 4.605 ACRE TRACT, TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 140-U, CONTAINING 0.123 ACRES, MORE OR LESS, OF WHICH 0.060 ACRES, MORE OR LESS, LIES WITHIN THE EXISTING UTILITY EASEMENTS CONVEYED TO THE CITY OF DUBLIN BY DEED OF RECORD IN OFFICIAL RECORD 254, PAGE 705. OF THE ABOVE DESCRIBED AREA, 0.076 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL 39-0001012.000, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 147-00-00- 0l 9.000. OF THE ABOVE DESCRIBED AREA, 0.047 ACRES ARE CONTAINED WITHIN FRANKLIN COUNTY AUDITOR'S PARCEL 273-00]899. RX 282 Rev. 09/06 EXHIBIT A PID PARCEL CTY-RTE-SEC Version Date Page 3 of 3 80748 140-U UNI-33-24.87 10/06/07 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 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 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 INSTRUMENT OF RECORD IN DEED BOOK 244, PAGE 95 (UNION COUNTY RECORDER'S OFFICE) AND DEED BOOK 3096, PAGE 99 (FRANKLIN COUNTY RECORDER'S OFFICE). A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF. `.`~~.:.-.. .:F-~ ~~ ~:~~~-~ ~~.~r ,~;' ,. ~~h4r_Pa y; r ., . ~ ..~~ '~..~~,~.,~.~ „t.~,~ R. D. ZANDE AND ASSOCIATES, INC. Q~~tw ~ / ~i~•y ~OIOGIo? REGISTERED SURVEYOR NO. 7191 DATE EXHIBIT B ~~. \ `\ RELOCATED \ \~~~ \ ~~ 96 ~'I" \i~ \ R I L1 L2 \ ~' POINT OF TRUE \ '` BEGINNING ~ r., ~' ~ ~ I x t ".-~ Z ~ ~ ~ O ~ '~] ~ ~ l-w0j ~ ~ n ~b~ 97 ~ ~ ~~ ~° S O .~ - T ill << ~ J ~ ~ J rn W ~~~ 98 Oho N -~ REFERENCE 140 L6 THE POST-HYLANDS CO. 1 39-0001012.000 140 ,~o ORIG. 4.605 ACRES D.B. 244, PG. 95 -U ~ w n _ UNION CO. 7~0 N S 8T57'12" E _ FRANKLIN CO. ~ . NUMBER DIRECTION DISTANCE L1 S 8T27'03` E 493.99' L2 S ST27'03" E 154.76' L3 S 04'45'40" E 21.76' L4 S 85' 14'20" W 40.00' L5 N 04'45'40" W 21.76' L6 S 7T59'08" E 45.24' ed S N Og'~ L4 ~ I ~T~ ~ i ~~1A~ 2~ i 1 ~ 140 ~, x x THE POST-HYLANDS CO. ~~~ ~ ~ 273-001899 ~ ~ ~ f ORIG. 7.033 ACRES D.B. 3096, PG. 99 ~ H ~ !~f ~\ ~ ~ ~~ CITY OF DUBLIN O UTILITY EASEMENT O.R. 254, PG. 705 NUMBER DELTA ANG. RADIUS ARC LEN CHORD DIRECTION CHORD C1 2T14 45 600.00' 285.32' S 28'26'19" E 282.64' C2 10'03'17" 600.00' 105.29' S 09'47'18" E 105.16' C3 12'08 40 560.00' 118.70' N 10'50'00" W 118.48' 0.123 AC. (GROSS) -0.060 AC. (Ex. UTILITY ESMT. -0.063 AC. (NET ESMT.) J BP EXPLORATION S G La MYERS, LTD. 96 do OIL INC. 97 39-0001010.000 0.076 AC. 39-0001012.000) ° 39-0001011.000 ORIG. 4.315 ACRES 0.047 AC. 273-001899 3.654 ACRES OR 132 PG. 608 OR 273, PG. 484 0.123 AC. GROSS 98 CITY OF DUBLIN 39-0001009.000 MONUMENT LEGEND 10.189 ACRES OR 695, PG. 579 m ~ REBAR FOUND OR 695, PG. 582 PARCEL 140-U ~S O IRON PIN FOUND THIS PARCEL LIES WITHIN ZONES "x" UNI-33-24.87 O R/W MONUMENT FD (0.2X ANNUAL CHANCE FLOOD) AND • 3/4" IRON PIN SET 'AE" OF THE "FIRM" MAP NUMBER CITY OF DUBLIN, UNION COUNTY, OHIO ~ 39049C0106H, WITH AN EFFECTNE VIRGINIA YII.ITARY SURVEY 3462 .~' R.R.S. SET t DATE OF 3/16/04 0 100 200 'z SCALE IN FEET BASIS OF BEARINGS ~~~,~6 ~ » o `` '~ Pre ared ~ THE BEARINGS FOR THE UNI-33-24.87. PROJECT ~~P STEVEN~y P ~ o RD. Sander ~ Associated !»a ARE BASED UPON STATE PLANE GRID BEARINGS y E. FROM THE OHIO COORDINATE SYSTEM, SOUTH ~= RADER oxc Q >600 LaAt Sllon Dr:, Sutlt f00 i ZONE, NAD 83 (86), AS MEASURED USING G.P.S. o; 7181 o Colwnb~ OAio ~.9$O~ o METHODS THROUGH THE FRANKLIN COUNTY = F'''~~s~,erettp~`° ~ (6>~ -~L989 ° ENGINEER'S STATIONS "FRANK 72", "FRANK 172", = ss.,~~~ ~ /!~ D D~ o "EGGS 5536", AND "EGGS 5534". oN °'~ ~ Regfeterod Surveyor /7 91 Dots RX 286 Rev. 09/06 EXHIBIT a 9 Page 1 of 3 PID 80748 PARCEL 140-T CTY-RTE-SEC RELOC-LIGGETT-RD Version Date 06./21/07 PARCEL 140-T RELOC-LIGGETT-RD TEMPORARY EASEMENT FOR THE PURPOSE OF PERFORMING THE WORK NECESSARY TO TO REMOVE AN EARTH MOUND AND TO REGRADE FOR APPROXIMATELY 24 MONTHS FROM DATE OF ENTRY BY THE STATE OF OHIO, DEPARTMENT OF TRANSPORTATION ~Surveyour's description of the premises follows] SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, CITY OF DUBLIN, LOCATED IN VIRGINIA MILITARY SURVEY NO. 3452, BEING A PART OF THE ORIGINAL 4.605 ACRE TRACT CONVEYED TO THE POST-HYLANDS CO., BY DEED OF RECORD IN DEED BOOK 244, PAGE 95 (UNION COUNTY RECORDER'S OFFICE), AND THE ORIGINAL 7.033 ACRE TRACT CONVEYED TO THE POST-HYLANDS CO., BY DEED OF RECORD IN DEED BOOK 3096, PAGE 99 (FRANKLIN COUNTY RECORDER'S OFFICE), 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 RIGHT SIDE OF THE CENTERLINE OF RIGHT-OF- WAY AND CONSTRUCTION OF RELOCATED LIGGETT 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 LOCATED WITHIN THE FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 140-T; BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF LIGGETT ROAD, BEING THE COMMON LINE OF VIRGINIA MILITARY SURVEYS 3452 AND 6748, AND BEING THE WESTERLY LINE OF THE ORIGINAL 4.315 ACRE TRACT CONVEYED TO S.G. LA MYERS, LTD., BY DEED OF RECORD IN OFFICIAL RECORD ] 32, PAGE 608, AT THE INTERSECTION OF THE FRANKLIN /UNION COUNTY LINE, AND AT THE SOUTHEASTERLY CORNER OF THE 10.189 ACRE TRACT CONVEYED TO THE CITY OF DUBLIN BY DEED OF RECORD IN OFFICIAL RECORD 695, PAGE 579; SAID SPIKE BEING 579.14 FEET LEFT OF CENTERLINE U.S. ROUTE 33 STATION 1341+15.38; THENCE NORTH 04 DEG. 09 MIN. 03 SEC. WEST, A DISTANCE OF 327.76 FEET ALONG THE CENTERLINE OF LIGGETT ROAD, THE COMMON LINE OF VIRGINIA MILITARY SURVEYS 3452 AND 6748, AND THE COMMON LINE OF SAID ORIGINAL 4.315 AND 10.189 ACRE TRACTS, TO A POINT AT A COMMON CORNER OF SAID 4.315 ACRE TRACT AND THE 3.654 ACRE TRACT CONVEYED TO BP EXPLORATION & OIL INC., BY DEED OF RECORD 1N OFFICIAL RECORD 273, PAGE 484; SAID POINT BEING 673.25 FEET LEFT OF CENTERLINE U.S. ROUTE 33 STATION 1338+01.42; THENCE SOUTH 87 DEG. 27 MIN. 03 SEC. EAST, A DISTANCE OF 493.99 FEET ALONG SAID COMMON LINE OF THE ORIGINAL 4.315 AND 3.654 ACRE TRACTS, TO AN IRON PIN FOUND AT THE COMMON CORNER OF SAID ORIGINAL 4.605 AND 4.315 ACRE TRACTS; SAID IRON PIN BEING 39.13 FEET RIGHT OF CENTERLINE STATION 5007+97.80; THENCE SOUTH 03 DEG. 07 MIN. 48 SEC. WEST, A DISTANCE OF 21.30 FEET ALONG THE NEW SOUTHERLY RIGHT-OF-WAY LINE OF RELOCATED LIGGETT ROAD (PARCEL 140-WD), AND A COMMON LINE OF SAID ORIGINAL 4.605 AND 4.315 ACRE TRACTS, TO AN IRON PIN SET, BEING 52.85 FEET RIGHT OF CENTERLINE STATION 5008+28.36; THENCE SOUTH 86 DEG. 52 MIN. 12 SEC. EAST, A DISTANCE OF 14.42 FEET ALONG SAID NEW SOUTHERLY RIGHT-OF-WAY LINE OF RELOCATED LIGGETT ROAD, AND ACROSS SAID ORIGINAL 4.605 ACRE TRACT, TO AN IRON PIN SET, BEING 40.00 FEET RIGHT OF CENTERLINE STATION 5008+40.67; SAID IRON PIN BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 140-T; EXHIBIT A Paee 2 of= RX 386 PID 80748 Rev. 09/06 PARCEL 140-T CTY-RTE-SEC RELOC-LIGGETT-RD Version Date 06/21/07 THENCE THE FOLLOWING THREE (3) COURSES AND DISTANCES ALONG SAID NEW SOUTHERLY RIGHT-OF-WAY LINE OF RELOCATED LIGGETT ROAD, AND ACROSS SAID ORIGINAL 4.605 ACRE TRACT; 1. THENCE SOUTH 20 DEG. 33 MIN. 42 SEC. EAST, A DISTANCE OF 148.26 FEET TO AN IRON PIN SET AT A POINT OF CURVATURE, BEING 40.00 FEET RIGHT OF CENTERLINE STATION 5009+88.94; 2. THENCE WITH A CURVE TO THE LEFT, HAVING A RADIUS OF 140.00 FEET, A CENTRAL ANGLE OF 77 DEG. 57 MIN. 30 SEC., AN ARC LENGTH OF 190.49 FEET, THE CHORD TO WHICH BEARS SOUTH 59 DEG. 32 MIN. 27 SEC. EAST, A CHORD DISTANCE OF 176.13 FEET, TO AN IRON PIN SET AT A POINT OF TANGENCY, BEING 40.00 FEET RIGHT OF CENTERLINE STATION 501 1+25.00; 3. THENCE NORTH 81 DEG. 28 MIN. 48 SEC. EAST, A DISTANCE OF 28.13 FEET TO AN IRON PIN SET IN THE NEW SOUTHWESTERLY LINE OF A UTILITY EASEMENT (PARCEL 140-U), BEING 90.00 FEET RIGHT OF CENTERLINE S.R. 161 /POST ROAD STATION 75+20.47; THENCE ALONG SAID NEW SOUTHWESTERLY LINE OF A UTILITY EASEMENT, ACROSS SAID ORIGINAL 4.605 AND 7.033 ACRE TRACTS, WITH A CURVE TO THE RIGHT, HAVING A RADIUS OF 560.00 FEET, A CENTRAL ANGLE OF 09 DEG. 43 MIN. ]4 SEC., AN ARC LENGTH OF 95.01 FEET, THE CHORD TO WHICH BEARS SOUTH 12 DEG. 02 MIN. 43 SEC. EAST, A CHORD DISTANCE OF 94.89 FEET TO A POINT BEING 90.00 FEET RIGHT OF CENTERLINE S.R. 161 /POST ROAD STATION 76+30.75; THENCE THE FOLLOWING FOUR (4) COURSES AND DISTANCES ACROSS SAID ORIGINAL 7.033 AND 4.605 ACRE TRACTS; 1. THENCE SOUTH 82 DEG. 48 MIN. 55 SEC. WEST, A DISTANCE OF 93.37 FEET TO A POINT BEING 140.00 FEET RIGHT OF CENTERLINE STATION 5011+00.00; 2. THENCE NORTH 53 DEG. 47 MIN. 31 SEC. WEST, A DISTANCE OF 156.86 FEET TO A POINT BEING 1 ] 0.00 FEET RIGHT OF CENTERLINE STATION 5010+30.00; 3. THENCE NORTH 18 DEG. 49 MIN. 21 SEC. WEST, A DISTANCE OF 83.86 FEET TO A POINT BEING 90.00 FEET RIGHT OF CENTERLINE STATION 5009+88.94; 4. THENCE NORTH O1 DEG. 55 MIN. 33 SEC. WEST, A DISTANCE OF 156.47 FEET TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 140-T, CONTAINING 0.564 ACRES, MORE OR LESS. OF THE ABOVE DESCRIBED AREA, 0.524 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL 39-0001012.000, AS SHOWN ON UN10N COUNTY GIS MAP NUMBER 147-00-00- 019.000. OF THE ABOVE DESCRIBED AREA, 0.040 ACRES ARE CONTAINED WITHIN FRANKLIN COUNTY AUDITOR'S PARCEL 273-001899. 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 RELOCATED LIGGETT ROAD, UNLESS OTHERWISE SHOWN. EXHIBIT A Page 3 of 3 RX 286 PID 80748 Rev. 09; 06 PARCEL 140-T CTY-RTE-SEC RELOC-LIGGETT-RD Version Date 06/21/07 THE BEARINGS FOR THE RELOCATED LIGGETT ROAD 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", "FOGS 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 DEED BOOK 244, PAGE 95 (UNION COUNTY RECORDER'S OFFICE) AND DEED BOOK 3096, PAGE 99 (FRANKLIN COUNTY RECORDER'S OFFICE). THIS TEMPORARY EASEMENT IS FOR THE PURPOSE OF PERFORMING THE WORK NECESSARY TO REMOVE AN EARTH MOUND AND TO REGRADE THE AREA. A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF. `J . Z Y :. -lit :. y . ~. Jy~ ; _ .. _ ,_, R. D. ZANDE AND ASSOCIATES, INC. REGISTERED SURVEYO NO. 7191 DATE POINT OF TRUE BEGINNING RELOCATED 96 L1 ~~ ~ m L3 ~I z y ~ °,, y \ ~ ~ ~ o b w I N ~ T' J ~ (n J rn ~ Jp ~ can ss oo~N 97 EXHIBIT B \\~ \\~~ ~~~~ ~` F,{. // \ ~Ri~ ~~ \~ ~ ~~ \ ~ \~ r ~ ~ ~ ~ ~! \ ~ ~ .l ~ `~ ~ ~~ Cry \ ~<4y d d s o ~ ~~-~ /t ao ~ ppS l-woj ~ - ?' Rl~ \ ~,~ 140 L5 ,rte ~ -T PERM. ESMT. ~ ., `J FS~A 'N ~ /t+o ~ ~` -u~ UNION CO. ~~ ~ S 8T57'12" E FRANKLIN CO. ~ ,1 REFERENCE ~~~ iy ~ AA ~ 1 S ~ g~ 1~~1A 2~ 140 rn x I?~ `Z! ~ NUMBER DIRECTION DISTANCE THE POST-HYLANDS CO. ~ I ~ ~ L1 S 8T27'03" E 493.99' 273-001899 ~~ L2 S 03'07'48" W 21.30' ORIG. 7.033 ACRES D.B. 3096, PG. 99 ~ ~ L3 S 86'52'12" E 14.42' y ~ L4 S 20'33'42" E 148.26' ~ \ L5 N 81'28'48" E 28.13' ;~ L6 S 82'48'55" W 93.37' \ L7 N 53'47'31 " W 156.86' \ ~ ~ L8 N 18'49'21 " W 83.86' \ L9 N 01'55'33" W 156.47' NUMBER DELTA ANG. RADIUS ARC LEN CHORD DIRECTION CHORD C1 7T57'30" 140.00' 190.49' S 59'32'27" E 176.13' C2 09'43'14" 560.00' 95.01' S 12'02'43" E 94.89' 96 BP EXPLORATION do OIL INC. 39-000101 1.000 3.654 ACRES OR 273, PG. 484 ;O' MONUMENT LEGEND R.R.S. FOUND ~ REBAR FOUND O IRON PIN FOUND O R/W MONUMENT FD • 3/4" IRON PIN SET :~' R.R.S. SET S G La MYERS, LTD. O 97 39-0001010.000 ORIG. 4.315 ACRES OR 132 PG. 608 98 CIlY OF DUBLIN 39-0001009.000 10.189 ACRES OR 695, PG. 579 OR 695, PG. 582 140 THE POST-HYLANDS CO. 39-0001012.000 ORIG. 4.605 ACRES D.B. 244, PG. 95 BASIS OF BEARINGS THE BEARINGS FOR THE RELOC. UGGETT ROAD. 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". CITY OF DUBLIN O UTILITY EASEMENT O.R. 254, PG. 705 0.524 AC. (39-0001012.000) 0.040 AC. (273-001899) 0.564 AC. (GROSS) THIS PARCEL UES WITHIN ZONES "X" (0.2X ANNUAL CHANCE FLOOD) AND %1E" OF THE "FIRM" MAP NUMBER 39049C0106H, WITH AN EFFECTNE DATE OF 3/16/04 PARCEL 140-T RELOC. UGGETT RD. CITY OF DUBLiN, UNION COUNTY. OHIO VI22GINL- YII.iTARY SURVEY 34b2 o too sao ~ O F SCALE IN FEET ~,~P,~'STEVEN 9o Ji~D. 2at~dt ~ Associat« h~ y E' 1600 Lo~te SAosn Dr., .S>rsit~ 100 p RADER o D Coltanbt~ O/b'o f.S~80~ 9 7191 0 ' (s>f~ s-+c9e.~,,__ // '' // ~ s ~° ~ ca J~ ~ L°~1_ T ~~ONA~- 9 G sgieterod Surveyor i ttal Date