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57-08 ResolutionRECORD OF RESOLUTIONS Inc.. Fon No 30045 Resolution No. 57 -08 Passed 20 INTENT TO APPROPRIATE THE FOLLOWING FROM JOHN L. WIRCHAINSKI: A 4.651 ACRES, MORE OR LESS, FEE SIMPLE INTEREST LOCATED ON THE SOUTH CORNER OF MEMORIAL DRIVE, NORTHWEST OF THE U.S. 33 /S.R. 161 INTERCHANGE, TOWNSHIP OF JEROME, COUNTY OF UNION, STATE OF OHIO; A 13.115 ACRES, MORE OR LESS, FEE SIMPLE INTEREST LOCATED AT THE NORTHEAST INTERSECTION OF INDUSTRIAL PARKWAY AND S.R. 161, TOWNSHIP OF JEROME, COUNTY OF UNION, STATE OF OHIO; A 1.740 ACRES, MORE OR LESS, FEE SIMPLE INTEREST LOCATED ON THE WEST SIDE OF HYLAND -CROY ROAD, NORTH OF THE POST ROAD/U.S. 33 INTERCHANGE, TOWNSHIP OF JEROME, COUNTY OF UNION, STATE OF OHIO. 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, and temporary construction easement in and to the premises described in the attached Exhibit "A ", Exhibit 'B ", and Exhibit "C" located in the Township of Jerome, Union County, Ohio. NOW, THEREFORE, BE IT RESOLVED by the Council, of the City of Dublin, State of Ohio, f7 __ of the elected members concurring that: Section 1. Council considers it necessary and declares its intention to appropriate, for the purpose of improving the U.S. Highway 33 and State Route 161 Interchange in Franklin and Union Counties, a fee simple interest, utility easement, and temporary construction easement in and to the premises located in the Township of Jerome, Ohio, and more fully described in the legal description attached hereto as Exhibit "A ", Exhibit 4 B ", and Exhibit "C ". Section 2. The City Manager is hereby authorized to cause written notice of the passage of this Resolution to be served upon the owners and persons in possession or having an interest of record in the above - described property. This notice shall be served according to law. Section 3. This Resolution shall take effect and be in force from and after the earliest date permitted by law. Passed this day of 2008. Mayor - Presiding Officer ATTEST: Clerk of Council g SCHOTTENSTEIN Z0X &DUNNC0JPA 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: July 31, 2008 RE: Resolution No. 57 -08 Intent to Appropriate — John L. Wirchainski 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 "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 a fee simple interest on three difference parcels owned by John L. Wirchanski. The acquisitions are: a 4.651 Acres, More or Less, Fee Simple Interest Located on the South Corner of Memorial Drive, Northwest of the U.S. 33 /S.R. 161 Interchange, Township of Jerome, County of Union, State of Ohio; a 13.115 Acres, More or Less, Fee Simple Interest Located at the Northeast Intersection of Industrial Parkway and S.R. 161, Township of Jerome, County of Union, State of Ohio; a 1.740 Acres, More or Less, Fee Simple Interest Located on the West Side of Hyland -Croy Road, North of the Post Road /U.S. 33 Interchange, 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 landowner to inform the him of the upcoming construction and effect of the interchange improvement to his properties. A title search was conducted and the appraisal for these properties are complete. The Law Department engaged M/E Companies (Mr. James Howard) to negotiate the acquisition with the Memo to Council re Res. 57 -08 hrtent to Appropriate — Wirchainski Property July 31, 2008 Page 2 of 2 landowner. This negotiation will continue to take place after passage of this resolution. This resolution indicates the City's intent to appropriate the above land. This resolution merely begins the eminent domain process and further legislation is necessary to begin acquisition of the land. If an agreement is reached, then the Law Department will prepare an ordinance authorizing the City Manager to enter into a real estate purchase contract with the landowner. If an agreement cannot be reached, the Law Department will proceed with preparing an ordinance for presentation at an upcoming City Council meeting regarding litigation. RECOMMENDATION: The Law Department recommends approval of Resolution No. 57 -08. SzD "',» Columbus Cleveland Cincinnati {111292212.1) 250 West Street, Columbus, Ohio 43216-2538 I P.O. Box 165020, Columbus, OH 43216 -5020 1 Voice: 614 -462 -2700 1 Fax 614 -462 -5135 EXHIBIT I Page I of 2 RX 250 PID 80748 Rev. 09/06 PARCEL 71 -WD CTY- RTE -SEC UNI- 161 -12.98 Version Date 10/16/06 PARCEL 71 -WD UNI -161 -12.98 ALL RIGHT, TITLE AND INTEREST IN FEE SIMPLE IN THE FOLLOWING DESCRIBED PROPERTY WITHOUT LIMITATION OF EXISTING ACCESS OF 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). rveyor's description of the premises follows SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN VIRGINIA MILITARY SURVEY NO. 6420, BEING ALL OF THE 4.653 ACRE TRACT (TRACT 11) CONVEYED TO JOHN L. WIRCHAINSKI BY DEED OF RECORD IN DEED BOOK 305, PAGE 88, RECORDS OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF HYLAND — CROY ROAD, AT THE COMMON CORNER OF VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748; THENCE SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 2309.19 FEET, ALONG THE COMMON LINE OF SAID VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, TO AN IRON PIN SET IN THE EXISTING SOUTHWESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF INDUSTRIAL PARKWAY AS DELINEATED UPON THE STATE OF OHIO RIGHT -OF -WAY PLAN UNI -33- (23.34- 23.65), FRA- 33- (0.00- 2.88), AS PARCEL NO. 1 (PERPETUAL HIGHWAY EASEMENT, ACCESS LIMITED), CONVEYED TO THE STATE OF OHIO BY COURT OF COMMON PLEAS CASE NO. 16765, CLERK OF COURTS OFFICE, UNION COUNTY, OHIO, AT THE INTERSECTION OF THE NORTHERLY LINE OF THE 1.52 ACRE TRACT CONVEYED TO THE ASMAN LAND CO., LTD. BY DEED OF RECORD IN OFFICIAL RECORD 140, PAGE 157, AND AT THE SOUTHEASTERLY CORNER OF SAID TRACT I1; SAID IRON PIN BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 71-WD; THENCE SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 435.64 FEET ALONG THE SOUTHERLY LINE OF SAID TRACT II AND THE NORTHERLY LINE OF SAID 1.52 ACRE TRACT AND THE 1.124 ACRE TRACT CONVEYED TO THE ASMAN LAND CO., LTD. BY DEED OF RECORD IN OFFICIAL RECORD 140, PAGE 154, TO STONE FOUND AT THE COMMON CORNER OF SAID TRACT II AND THE 5.000 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 144, PAGE 334; THENCE NORTH 05 DEG. 20 MIN. 14 SEC. WEST, A DISTANCE OF 399.99 FEET ALONG THE WESTERLY LINE OF SAID TRACT I1 AND THE EASTERLY LINE OF SAID JEROME I ASSOCIATES, LTD. 5.000 ACRE TRACT AND THE 5.000 ACRE TRACT CONVEYED TO RONALD E. AND GLORIA I. DEWOLF BY DEED OF RECORD IN OFFICIAL RECORD IN 144, PAGE 336, TO A REBAR FOUND AT THE COMMON CORNER OF SAID DEWOLF 5.000 ACRE TRACT AND LOT 1 OF THE AMENDED JEROME INDUSTRIAL PARK OF RECORD IN PLAT BOOK 4, PAGE 72, AS CONVEYED TO RONALD E. AND GLORIA I. DEWOLF BY DEED OF RECORD IN DEED BOOK 279, PAGE 42; THENCE NORTH 05 DEG. 19 MIN. 08 SEC. WEST, A DISTANCE OF 553.13 FEET ALONG THE COMMON LINE OF SAID TRACT II AND SAID LOT 1, TO AN IRON PIN SET IN SAID EXISTING SOUTHWESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF INDUSTRIAL PARKWAY, AT THE NORTHERLY CORNER OF SAID TRACT II, BEING 40.00 FEET SOUTHWESTERLY OF, AS MEASURED BY RIGHT ANGLES, THE EXISTING CENTERLINE OF INDUSTRIAL PARKWAY; EXHIBIT A Pa 2 of 2 RX 250 PID 80748 Rev. 09/06 PARCEL 71-WD CTY -RTE -SEC LN1- 161 -12.98 Version Date 10/16/06 THENCE THE FOLLOWING FIVE (5) COURSES AND DISTANCES ALONG SAID NORTHEASTERLY LINE OF THE 4.653 ACRE TRACT AND SAID EXISTING SOUTHWESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF INDUSTRIAL PARKWAY; 1. THENCE SOUTH 28 DEG. 49 MIN. 29 SEC. EAST, A DISTANCE OF 563.03 FEET, TO A POINT OF CURVATURE; SAID POINT BEING LOCATED NORTH 65 DEG. 10 MIN. 35 SEC. EAST, A DISTANCE OF 5.29 FEET FROM A CONCRETE RIGHT -OF -WAY MONUMENT FOUND; 2. THENCE WITH A CURVE TO THE LEFT HAVING A RADIUS OF 6183.83 FEET, A CENTRAL ANGLE OF 02 DEG. 19 MIN. 18 SEC., AN ARC LENGTH OF 250.56, THE CHORD TO WHICH BEARS SOUTH 30 DEG. 29 MIN. 40 SEC. EAST, A CHORD DISTANCE OF 250.55 FEET TO AN IRON PIN SET; 3. THENCE SOUTH 51 DEG. 13 MIN. 43 SEC. EAST, A DISTANCE OF 26.69 FEET, TO AN IRON PIN SET; 4. THENCE SOUTH 29 DEG. 28 MIN. 38 SEC. EAST, A DISTANCE OF 115.88 FEET, TO AN IRON PIN SET; THENCE SOUTH 28 DEG. 55 MIN. 50 SEC. EAST, A DISTANCE OF 94.95 FEET, TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 71 -WD, CONTAINING 4.651 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES 0.000 ACRES, MORE OR LESS. OF THE ABOVE DESCRIBED AREA, 4.651 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL 17- 0031031.001, AND AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146 -00- 00- 028.000. ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG, WITH A PLASTIC CAP STAMPED "R.D. ZANDE". 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 AUGUST 22, 2006 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 305, PAGE 88, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO. A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF. r * , STEVEN RADER 7191 �• ; O S SjONW- S l�r1 i�11 l,ll�l °l.e R. D. ZANDE AND ASSOCIATES, INC. 25 - f5��� � 2 24 a 7 GISTERED SURVEYOR NO. 7191 DATE LOT 2 t OF MD N 0 a �� oa w_ ooiiai 2 .1", oN 9 0 I:C7 t2O LLI c ^ 1 x U O .{ 27 L j m p wxn_v a F mv - `w° g oai p <c = a RICHARD P. do ALEXIS JOAN PRINCE 15-0039011.000 3.675 AC. O.R. 515, PG. 001 4.651 ACRES GROSS) —0.000 ACRES P.R.O.) NUMBER DIRECTION DISTANCE 5 S 28'5550' E 94.95' L2 S 29'28'38 E 115.88' L3 S 51'13'43' E 26.69' L4 S 28'49'29' E 563.03' L5 N 05'19'08' W 98.29' L13 I N 65'10'35' E 15 .29' 4.651 ACRES (NET) F O JOHN L WIRCHAINSKI <� 91 17- 0031031 001 50.017 AC. tTRACT 1) \ D.B. 305, PG. 88 DETAIL N.T.S. STATE OF OHIO 9 \ UNI -33- 3.34 -23. 5) 71 \ r FRA -33- (0.00 -2.88) PARCEL 0. 1 v� COURT CASE 16765 / \ 9� A �Ua OW D SS / /Q: n \ U /_j naO \ L3 / 0 " P o w /o r � BEGIN FOR 91 REFERENCE POINT OF TRUE \ 17- 0031031.001 0 398 AC TRACT III) n N 3 C4 4 l ai Ci U 5.000 ACRES c O.R. 144, PG. 336 27 3 65 � o 5.000 AC. Z O.R. 144, PG. 334 , V_MS_ _64_20 _ VMS 6748 BEGINNING \ \ D.B. 305, OG. 88 4' 0 1 W S 84'50'41' W V 435.64' 1 THE ASMAN LAND CO., LTD. \ JOHN L WIRCHAINSKI O 1.52 ACRE TRACT 17- 0031031001 72 OAC. 50.017 AC. TRACT I� I f"� \ D.B. 305, P . 88 O.R. 140, P 157 65 1.124 AC. rj F O.R. 140, 72 \ t 91 15- 0031018.200 PG. 154 \ �9 17- 0031030.000 75 -P 2.42 ACRES D.B. 318, PG. 765 \ DON G. MITCHELL X RI" 10 L4 W� JOHN L LARRY D. do �'{-. RI, � EX. C L � VICKERS KAREN C. PETERS / EX. JEROME I MONUMENT LEGEND 65 O ASSOCIATES, LTD. p R.R.S. FOUND 15- 0031018.200 PARCEL 71 -WD 5.000 ACRES O REBAR FOUND RELOC. INDUSTRIAL PARKWAY O.R. 144, PG. 334 0 IRON PIN FOUND O R/W MONUMENT FOUND COUNTY OF UNION, JEROME TI/P., OHIO LAWRENCE HALL, ® STONE FOUND VIRGEM MWAR' SURVEY 8420 70 HEIRS & ASSIGNS 0 3/4' IRON PIN SET ° 200 400 17- 0031031.___ D.B. 166, PG. 263 SCALE N FEET t E OF 9 Pre pared By BASIS OF BEARINGS THE BEARINGS FOR THE RELOCATED INDUSTRNL STATE PLANE GRID � ti STEVEN ai E. o • R /I'D. Sandt & .I.s•ociatts Ina 1600 Lake SA•sv DJ-, .Stn1t 100 PARKWAY PROJECT ARE BASED UPON BEARINGS FROM THE OHIO COORDINATE SYSTEM. SOUTH ZONE, NAD 83 (86), AS MEASURED USING G.P.S. MEmm THROUGH THE FRANKLIN COUNTY ENCNNEER's STAB 'FRANK 72'. 'FRANK 172. 'FCGS 5536. AND 'p 8 } • bJP 88 ON A%- Cawnbum OAio 4"04 `f O 7 RpMm X7191 Da d Surv�yO� b NUMBER I DELTA ANG. I RADIUS ARC LEN CHORD DIRECTION CHORD C1 02'19'18' 16183.83']250.56 30'29'40' E 250.55' l 1 THIS PARCEL LIES WITHIN ZONE 'X' OF THE 'FIRM' COMMUNITY PANEL NO. 390808 0150 8, WITH AN EFFECTIVE DATE OF 9/27/91 RX 252 Rev. 09/06 EXHIBIT Page I of 4 PID 80748 PARCEL 91 -WL CTY- RTE -SEC UNI -33 -24.89 Version Date 9i 15/06 PARCEL 91 -WL UNI -33 -24.89 ALL RIGHT, TITLE AND INTEREST IN FEE SIMPLE IN 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. 6420 AND 6748, BEING A PART OF THE ORIGINAL 50.017 ACRE TRACT (TRACT I) AND THE 2.42 ACRE TRACT CONVEYED TO JOHN L. WIRCHAINSKI BY DEEDS OF RECORD IN DEED BOOK 305, PAGE 88 AND DEED BOOK 318, PAGE 765, 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 U.S. ROUTE 33, AS ESTABLISHED BY A SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN, AND BEING LOCATED WITHIN THE FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 91 -WL; BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF HYLAND — CROY ROAD, AT THE COMMON CORNER OF VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748; THENCE SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 1943.41 FEET, ALONG THE COMMON LINE OF SAID VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, TO AN IRON PIN SET IN THE PROPOSED SOUTHWESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF U.S. ROUTE 33; SAID POINT BEING LOCATED NORTH 84 DEG. 50 MIN. 41 SEC. EAST A DISTANCE OF 365.77 FEET FROM AN IRON PIN SET IN THE COMMON LINE OF THE 4.653 ACRE TRACT (TRACT II) CONVEYED TO JOHN L. WIRCHAINSKI BY DEED OF RECORD IN DEED BOOK 305, PAGE 88 AND THE 1.52 ACRE TRACT CONVEYED TO THE ASMAN LAND CO., LTD., AT THE INTERSECTION OF THE EXISTING SOUTHWESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF INDUSTRIAL PARKWAY AS DELINEATED UPON THE STATE OF OHIO RIGHT -OF -WAY PLAN UNI -33- (23.34- 23.65), FRA- 33- (0.00- 2.88); SAID POINT BEING 807.25 FEET RIGHT OF CENTERLINE STATION 1319 +68.13, AND BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 91 -WL; THENCE THE FOLLOWING EIGHT (8) COURSES AND DISTANCES ALONG SAID PROPOSED SOUTHWESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE AND ACROSS SAID TRACT I; THENCE NORTH 00 DEG. 57 MIN. 56 SEC. EAST, A DISTANCE OF 127.23 FEET, TO AN IRON PIN SET, BEING 760.00 FEET RIGHT OF CENTERLINE STATION 1318 +50.00; THENCE NORTH 26 DEG. 53 MIN. 26 SEC. EAST, A DISTANCE OF 148.66 FEET, TO AN IRON PIN SET, BEING 650.00 FEET RIGHT OF CENTERLINE STATION 1317 +50.00; THENCE NORTH 38 DEG. 12 MIN. 02 SEC. EAST, A DISTANCE OF 291.55 FEET, TO AN IRON PIN SET, BEING 400.00 FEET RIGHT OF CENTERLINE STATION 1316 +00.00; (EXHIBIT A Page 2 of RX 252 PID 80748 Rev. 09!06 PARCEL 91 -WL CTY -RTE -SEC UNI -33 -24.89 Version Date 9/15/06 4. THENCE NORTH 24 DEG. 09 MIN. 51 SEC. EAST, A DISTANCE OF 183.85 FEET, TO AN IRON PIN SET, BEING 270.00 FEET RIGHT OF CENTERLINE STATION 1314 +70.00; 5. THENCE NORTH 02 DEG. 47 MIN. 37 SEC. EAST, A DISTANCE OF 174.64 FEET, TO AN IRON PIN SET, BEING 200.00 FEET RIGHT OF CENTERLINE STATION 1313 +10.00; 6. THENCE NORTH 10 DEG. 12 MIN. 58 SEC. WEST, A DISTANCE OF 162.79 FEET, TO AN IRON PIN SET, BEING 170.00 FEET RIGHT OF CENTERLINE STATION 1311+50.00; 7. THENCE NORTH 18 DEG. 32 MIN. 43 SEC. WEST, A DISTANCE OF 250.20 FEET, TO AN IRON PIN SET IN THE SOUTHWESTERLY LINE OF AN EXISTING CHANNEL EASEMENT, BEING 160.00 FEET RIGHT OF CENTERLINE STATION 1309 +00.00; 8. THENCE NORTH 20 DEG. 50 MIN. 09 SEC. WEST, A DISTANCE OF 717.99 FEET ALONG SAID SOUTHWESTERLY LINE OF THE EXISTING CHANNEL EASEMENT, TO AN IRON PIN SET IN THE EXISTING CENTERLINE OF WELDON ROAD AND THE NORTHERLY LINE OF SAID TRACT 1, BEING 160.00 FEET RIGHT OF CENTERLINE STATION 1301 +82.01; THENCE NORTH 84 DEG. 54 MIN. 16 SEC. EAST, A DISTANCE OF 54.02 FEET ALONG THE EXISTING CENTERLINE OF WELDON ROAD AND THE NORTHERLY LINE OF SAID TRACT 1, TO AN IRON PIN FOUND IN THE EXISTING SOUTHWESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF U.S. ROUTE 33, AT THE NORTHERLY CORNER OF SAID TRACT 1, BEING 108.00 FEET RIGHT OF CENTERLINE STATION 1301 +96.66; THENCE THE FOLLOWING FIVE (5) COURSES AND DISTANCES ALONG SAID EXISTING SOUTHWESTERLY LIMITED ACCESS RIGHT -OF -WAY LINES OF U.S. ROUTE 33 AND THE NORTHEASTERLY LINE OF SAID TRACT I; 1. THENCE SOUTH 20 DEG. 50 MIN. 09 SEC. EAST, A DISTANCE OF 839.82 FEET TO AN ANGLE POINT, BEING 108.00 FEET RIGHT OF CENTERLINE STATION 1310 +36.48; 2. THENCE SOUTH 13 DEG. 59 MIN. 41 SEC. EAST, A DISTANCE OF 83.93 FEET TO AN ANGLE POINT, BEING 118.00 FEET RIGHT OF CENTERLINE STATION 1311 +19.81; 3. THENCE SOUTH 20 DEG. 50 MIN. 09 SEC. EAST, A DISTANCE OF 280.19 FEET TO A POINT OF CURVATURE, BEING 118.00 FEET RIGHT OF CENTERLINE STATION 1314 +00.00; 4. THENCE WITH A CURVE TO THE RIGHT HAVING A RADIUS OF 3767.72 FEET, A CENTRAL ANGLE OF 12 DEG. 58 MIN. 28 SEC., AN ARC LENGTH OF 853.19 FEET, THE CHORD TO WHICH BEARS SOUTH 14 DEG. 20 MIN. 55 SEC. EAST, A CHORD DISTANCE OF 851.37 FEET TO A POINT OF TANGENCY, BEING 214.19 FEET RIGHT OF CENTERLINE STATION 13224-45.92; 5. THENCE SOUTH 07 DEG. 51 MIN. 41 SEC. EAST, A DISTANCE OF 263.94 FEET TO A POINT AT THE SOUTHEASTERLY CORNER OF SAID TRACT 1, BEING 273.45 FEET RIGHT OF CENTERLINE STATION 1325 +03.13; THENCE NORTH 74 DEG. 46 MIN. 33 SEC. WEST, A DISTANCE OF 310.65 FEET ALONG THE SOUTHERLY LINE OF SAID TRACT I, AND IN PART, SAID EXISTING LIMITED ACCESS RIGHT -OF- WAY LINE OF U.S. ROUTE 33, AND IN PART, THE EXISTING NORTHERLY RIGHT -OF -WAY LINE OF STATE ROUTE 161 AS ESTABLISHED BY DEED TO THE STATE OF OHIO IN DEED BOOK 227, PAGE 32, (BEING THE NORTHERLY LINE OF LANDS OWNED BY ADRIA LABORATORIES, INC. BY DEED OF RECORD IN DEED BOOK 285, PAGE 38), TO A POINT AT THE COMMON CORNER OF SAID 2.42 ACRE TRACT AND SAID ADRIA LABORATORIES, INC. LANDS; EXHIBIT A Page 3 of RX 252 PID 80748 Rev. 09/06 PARCEL 91 -WL CTY- RTE -SEC UNI -33 -24.89 Version Date 9/15/06 THENCE SOUTH 65 DEG. 58 MIN. 10 SEC. WEST, A DISTANCE OF 453.43 FEET ALONG THE COMMON LINE OF SAID 2.42 ACRE TRACT AND SAID ADRIA LABORATORIES, INC. LANDS, AND IN PART, THE EXISTING NORTHWESTERLY RIGHT -OF -WAY LINE OF STATE ROUTE 161, TO A POINT ON A CURVE, IN THE EXISTING CENTERLINE OF INDUSTRIAL PARKWAY (C.R. 2), AT THE SOUTHWESTERLY CORNER OF SAID 2.42 ACRE TRACT; THENCE ALONG THE EXISTING CENTERLINE OF INDUSTRIAL PARKWAY AND THE SOUTHWESTERLY LINE OF SAID 2.42 ACRE TRACT, WITH A CURVE TO THE RIGHT HAVING A RADIUS OF 6138.83 FEET, A CENTRAL ANGLE OF 00 DEG. 37 MIN. 57 SEC., AN ARC LENGTH OF 67.78 FEET, THE CHORD TO WHICH BEARS NORTH 38 DEG. 14 MIN. 29 SEC. WEST, A CHORD DISTANCE OF 67.78 FEET TO A RAILROAD SPIKE SET; THENCE NORTH 64 DEG. 40 MIN. 19 SEC. EAST, A DISTANCE OF 59.04 FEET ACROSS SAID 2.42 ACRE TRACT, TO AN IRON PIN SET AT THE INTERSECTION OF THE EXISTING NORTHEASTERLY RIGHT -OF -WAY LINE OF INDUSTRIAL PARKWAY AND THE EXISTING NORTHWESTERLY RIGHT -OF -WAY LINE OF STATE ROUTE 161, BEING THE SOUTHERLY CORNER OF A 0.481 ACRE TRACT, RELEASE OF RIGHT -OF -WAY BY THE UNION COUNTY COMMISSIONERS, OF RECORD IN DEED BOOK 295, PAGE 467; THENCE NORTH 37 DEG. 46 MIN. 12 SEC. WEST, A DISTANCE OF 145.66 FEET ALONG SAID EXISTING NORTHEASTERLY RIGHT -OF -WAY LINE OF INDUSTRIAL PARKWAY, AND ACROSS SAID 2.42 ACRE TRACT, TO AN IRON PIN SET IN SAID PROPOSED SOUTHWESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF U.S. ROUTE 33; THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ALONG SAID PROPOSED SOUTHWESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE AND ACROSS SAID 2.42 ACRE TRACT AND SAID TRACT I; 1. THENCE NORTH 52 DEG. 13 MIN. 48 SEC. EAST, A DISTANCE OF 126.64 FEET TO AN IRON PIN SET, BEING 860.00 FEET RIGHT OF CENTERLINE STATION 1321 +00.00; 2. THENCE NORTH 00 DEG. 57 MIN. 56 SEC. EAST, A DISTANCE OF 142.03 FEET TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 91 -WL, CONTAINING 13.407 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES 0.292 ACRES, MORE OR LESS. OF THE ABOVE DESCRIBED AREA, 11.834 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL 17- 0031031.001, AND AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146 -00- 00- 028.000. OF THE ABOVE DESCRIBED AREA, 1.573 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL 17- 0031030.000, AND AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146 -00- 00- 027.000. 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 U.S. ROUTE 33, UNLESS OTHERWISE SHOWN. THE BEARINGS FOR THE UNI -33 -24.89 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 ". RX 252 Rev. 09, EXHIBIT A PID PARCEL CTY- RTE -SEC Version Date Page 4 of 4 80748 91 -WL UN I -3 3 -24.89 9/15/06 THIS DESCRIPTION WAS PREPARED OCTOBER 9, 2006 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 DEED BOOK 305, PAGE 88, AND DEED BOOK 318, PAGE 765, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO. A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF. STEVEN � 719'j d " A%- S" i ! !l �A A.ili1;A�R11k1• R. D. ZANDE AND ASSOCIATES, INC. pT REGISTERED SURVEYOR NO. 7191 DATE Ii 'LDON RD. X r T.R. 4 5 L9 I EXHIBIT R 57 VMS 6420 365.77' _ '- - - - - -- 1943.41' - VMS 6748 S 84'50'41" W _rn J DETAIL N.T.S. 13.407 AC. (GROSS) -0.292 AC. P.R.O.) 13.115 AC. (NET) -2.435 AC. (Ex. CH. ESMT.) ` DON G. MITCHELL w Waco `bN o 0 o` a r NUMBER DIRECTION DISTANCE 0 JOHN L. WIRCHAINSKI 91 17- 0031031 001 N 00'57'56" E 50.017 AC. tTRACT I L2 D.B. 305, PG. 88 BB ` DON G. MITCHELL w Waco `bN o 0 o` a r NUMBER DIRECTION DISTANCE L1 N 00'57'56" E 127.23' L2 BB 71 � SEE DETAIL \ 291.55' L4 3M 72 AA � \ f` N 0747'37" E .p R.D. et , f500 Lake SAoyr Dr., Srsito f00 D N 10 12'58" W 162.79' L7 ` DON G. MITCHELL w Waco `bN o 0 o` a r NUMBER DIRECTION DISTANCE L1 N 00'57'56" E 127.23' L2 N 26'53'26" E 148.66' L3 N 38'12'02" E 291.55' L4 N 24'09'51" E 183.85' 67.78' N 0747'37" E 174.64' R.D. et , f500 Lake SAoyr Dr., Srsito f00 D N 10 12'58" W 162.79' L7 N 18'32'43" W 250.20' I N 20'50'09" W 717.99' Registered Surveyor 0191 Date N 84'54'16" E 54.02' 0 S 20'50'09" E 839.82' L11 S 13'59'41" E 83.93' L12 S 20'50'09" E 280.19' L13 S 0751'41" E 263.94' L14 N 74'46'33" W 310.65' L15 S 65'58'10" W 453.43' L16 N 64'40'19" E 59.04" L17 N 37'46'12" IN 145.66' L18 N 5713'48" E 1126.64 ' L19 N 00'57'56" E 1142.03 ' N 11.834 AC. (17- 0031031.001) °�, 1.573 AC. 17- 0031030.000 �^ 13.407 AC. (GRAND TOTAL) \ 0.481 ACRE :. O R/W RELEASE 42 " D.B. 295, PG. 467 x 0.398 ACRE d BB R/W RELEASE v D.B. 295, PG. 556 O C� z � I BEGIN FOR A x REFERENCE w� A N \ O \ VMS 6 1943.41' -� 1 - - - -- ---- - - - -� -- VMS 6748 , S 84'50'41 W ` / I / 91 2 7 w . STATE pp � 1¢ 1 i D'B ^227, EpC Z ek. W ^�� W� c`? NUMBER DELTA ANG. I RADIUS IARC LEN I CHORD DIRECTION I CHORD C1 11 758'28" 13767.72 853.19' IS 14'20'55" E 851.37' C2 1 00'37'57" 16138.83 67.78' IN 38'14'29" W 67.78' MONUMENT LEGEND Z R.R.S. FOUND O REBAR FOUND O IRON PIN FOUND O R/W MONUMENT FD 3/4" IRON PIN SET Ar R.R.S. SET PARCEL 91 -WL UNI -33 -24.89 h ai 71 JOHN L. WIRCHAINSKI 1 p ADRW LABORATORIES, INC. COUNTY OF ANION, JEROME TWP., OHIO 4.653 ACRES D.B. 285, PG. 38 VIRGINIA MIIJTARY SURVEY 8748 do 6420 D.B. 305, PG. 88 0 250 500 72 THE ASMAN THIS PARCEL LIES WITHIN ZONE 'X' QD LAND CO., LTD. OF THE 'FIRM" COMMUNITY PANEL SCALE IN FEET 1.52 ACRES NO. 390808 0150 B. WITH AN OR 140, PG. 157 EFFECTIVE DATE OF 9/27/91 p� O y STEVEN . P By Pre �� Sandi Associate; BASIS OF BEARINGS * E. + R7 R.D. et , f500 Lake SAoyr Dr., Srsito f00 D THE BEARNGS FOR THE UNI-33 -24.89 PROJECT ARE BASED UPON STATE PLANE GRID BEARINGS FROM THE OHIO COORDINATE SYSTEM. j} ' p g R 0 Cohonbus, Ohio X O4 Pbone: (6/f� 6 - 4989 SOUTH ZONE, MAD 83 (88), AS MEASURED USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS 'FRANK 72 ", ! 4' • l s t E . / ON At. ui O 'FRANK 172'. 'FCGS 5538'. AND 'FCCS 5534'. Registered Surveyor 0191 Date EXHIBIT Page 1 of 3 RX 252 PID 80748 Rev. 09/06 PARCEL 92 -WL CTY- RTE -SEC UNI -33 -24.89 Version Date 9/15/06 PARCEL 92 -WL UNI -33 -24.89 ALL RIGHT, TITLE AND INTEREST IN FEE SIMPLE IN 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. 6420, BEING A PART OF THE ORIGINAL 21.887 ACRE TRACT (TRACT I) AND THE 32.623 (TRACT II) ACRE TRACT CONVEYED TO JOHN L. WIRCHAINSKI BY DEEDS OF RECORD IN DEED BOOK 298, PAGE 339, 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 U.S. ROUTE 33, AS ESTABLISHED BY A SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN, AND BEING LOCATED WITHIN THE FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 92 -WL; BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF HYLAND — CROY ROAD, AT THE COMMON CORNER OF VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, AND BEING A COMMON CORNER OF SAID 32.623 ACRE TRACT AND THE 11.644 ACRE TRACT CONVEYED TO THE HAWKINS FAMILY PARTNERSHIP, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 557, PAGE 119; THENCE SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 863.60 FEET, ALONG THE COMMON LINE OF SAID VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, AND THE COMMON LINE OF SAID 32.623 AND 11.644 ACRE TRACTS, TO AN IRON PIN SET IN THE PROPOSED NORTHEASTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF U.S. ROUTE 33, AND THE NORTHEASTERLY LINE OF AN EXISTING CHANNEL EASEMENT (PARCEL 85 X -2) DELINEATED UPON THE STATE OF OHIO RIGHT -OF -WAY PLAN UNI -33- 20.23, FRA -33 -0.00, ON FILE WITH THE OHIO DEPARTMENT OF TRANSPORTATION, DISTRICT 6; SAID POINT BEING 232.38 FEET LEFT OF CENTERLINE STATION 1322 +59.98, AND BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 92 -WL; THENCE CONTINUING SOUTH 84 DEG. 50 MIN. 41 SEC. WEST A DISTANCE OF 48.33 FEET (PASSING AN IRON PIN FOUND AT A DISTANCE OF 48.10 FEET) ALONG SAID COMMON LINE OF SAID VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, AND SAID COMMON LINE OF THE 32.623 AND 11.644 ACRE TRACTS, TO A POINT IN ON A CURVE, IN THE EXISTING NORTHEASTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF U.S. ROUTE 33, AT A COMMON CORNER OF SAID 32.623 AND 11.644 ACRE TRACTS; SAID POINT BEING 185.85 FEET LEFT OF CENTERLINE STATION 1322 +46.92; EXHIBIT A Page 2 of 3 RX 252 PID 80748 Rev. 09/06 PARCEL 92 -WL CTY- RTE -SEC UNI -33 -24.89 Version Date 9/15/06 THENCE THE FOLLOWING FIVE (5) COURSES AND DISTANCES ALONG SAID EXISTING NORTHEASTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF U.S. ROUTE 33, AND THE SOUTHWESTERLY LINES OF SAID 32.623 AND 21.887 ACRE TRACTS; 1. THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 1380.39 FEET, A CENTRAL ANGLE OF 14 DEG. 50 MIN. 22 SEC., AN ARC LENGTH OF 357.52 FEET, THE CHORD TO WHICH BEARS NORTH 29 DEG. 41 MIN. 16 SEC. WEST, A CHORD DISTANCE OF 356.52 FEET, TO A POINT OF TANGENCY; SAID POINT BEING 130.98 FEET LEFT OF CENTERLINE STATION 1318 +94.64; 2. THENCE NORTH 22 DEG. 18 MIN. 02 SEC. WEST A DISTANCE OF 899.00 FEET TO AN ANGLE POINT, BEING 108.00 FEET LEFT OF CENTERLINE STATION 1309 +95.94; 3. THENCE NORTH 20 DEG. 50 MIN. 09 SEC. WEST A DISTANCE OF 145.94 FEET TO AN ANGLE POINT, BEING 108.00 FEET LEFT OF CENTERLINE STATION 1308 +50.00; 4. THENCE NORTH 02 DEG. 54 MIN. 49 SEC. EAST A DISTANCE OF 54.63 FEET TO AN ANGLE POINT, BEING 130.00 FEET LEFT OF CENTERLINE STATION 1308 +00.00; 5. THENCE NORTH 20 DEG. 50 MIN. 09 SEC. WEST A DISTANCE OF 536.18 FEET TO A POINT IN THE CENTERLINE OF WELDON ROAD (UNIMPROVED), AT THE COMMON CORNER OF SAID 21.887 ACRE TRACT AND THE 47.256 ACRE TRACT CONVEYED TO PAUL L. & MARY M. JACQUEMIN BY DEED OF RECORD IN DEED BOOK 295, PAGE 501, BEING 130.00 FEET LEFT OF CENTERLINE STATION 1302 +63.82; THENCE NORTH 84 DEG. 55 MIN. 14 SEC. EAST A DISTANCE OF 10.39 FEET ALONG SAID CENTERLINE OF WELDON ROAD AND SAID COMMON LINE OF THE 21.887 AND 47.256 ACRE TRACTS, TO AN IRON PIN SET IN THE PROPOSED NORTHEASTERLY LIMITED ACCESS RIGHT -OF- WAY LINE OF U.S. ROUTE 33, BEING 140.00 FEET LEFT OF CENTERLINE STATION 1302 +66.64; THENCE THE FOLLOWING SIX (6) COURSES AND DISTANCES ALONG SAID PROPOSED NORTHEASTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF U.S. ROUTE 33, AND ACROSS SAID 32.623 AND 21.887 ACRE TRACTS; 1. THENCE SOUTH 20 DEG. 50 MIN. 09 SEC. EAST A DISTANCE OF 483.37 FEET TO AN IRON PIN SET, BEING 140.00 FEET LEFT OF CENTERLINE STATION 1307 +50.00; 2. THENCE SOUTH 37 DEG. 32 MIN. 16 SEC. EAST A DISTANCE OF 52.19 FEET TO AN IRON PIN SET AT THE NORTHERLY CORNER OF SAID EXISTING CHANNEL EASEMENT, BEING 155.00 FEET LEFT OF CENTERLINE STATION 1308 +00.00; 3. THENCE ALONG THE NORTHEASTERLY LINE OF SAID EXISTING CHANNEL EASEMENT, SOUTH 21 DEG. 43 MIN. 29 SEC. EAST A DISTANCE OF 550.07 FEET TO AN IRON PIN SET, BEING 140.00 FEET LEFT OF CENTERLINE STATION 1307 +50.00; 4. THENCE SOUTH 23 DEG. 06 MIN. 04 SEC. EAST A DISTANCE OF 750.59 FEET TO IRON PIN SET ON A CURVE IN THE NORTHEASTERLY LINE OF SAID EXISTING CHANNEL EASEMENT, BEING 193.21 FEET LEFT OF CENTERLINE STATION 1321 +00.00; 5. THENCE WITH SAID NORTHEASTERLY LINE OF SAID EXISTING CHANNEL EASEMENT, ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1339.39 FEET, A CENTRAL ANGLE OF 05 DEG. 58 MIN. 22 SEC., AN ARC LENGTH OF 139.62 FEET, THE CHORD TO WHICH BEARS SOUTH 34 DEG. 08 MIN. 18 SEC. EAST, A CHORD DISTANCE OF 139.56 FEET TO AN IRON PIN SET, BEING 225.32 FEET LEFT OF CENTERLINE STATION 1322 +35.82; EXHIBIT A Page 3 of 3 RX 252 PID 80748 Rev. 09/06 PARCEL 92 -WL CTY- RTE -SEC UNI -33 -24.89 Version Date 9/15/06 6. THENCE SOUTH 37 DEG. 07 MIN. 27 SEC. EAST A DISTANCE OF 25.17 FEET TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 92 -WL, CONTAINING 1.745 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES 0.005 ACRES, MORE OR LESS. OF THE ABOVE DESCRIBED AREA, 1.745 ACRES ARE CONTAINED WITHIN UNION COUNTY AUDITOR'S PARCEL 17- 0031039.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146- 00 -00- 012.000 ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF RIGHT -OF -WAY AND CONSTRUCTION OF U.S. ROUTE 33, UNLESS OTHERWISE SHOWN. 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. THE BEARINGS FOR THE UNI -33 -24.89 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 OCTOBER 11, 2006, 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 298, PAGE 339, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO. A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF. ` + ��so�r�-rnr�e rry � STEVEN , RADER '••,'f'�. 7191 Q- . 0, .r�'•• �aSTcR� R. D. ZANDE AND ASSOCIATES, INC. Ian?/ o REGISTERED SURVEYOR NO. 7191 DATE EX R/W -is L6 - EX R/W - - - EX R /yy DIRECTION N 84'55'14 E EX R7W WELDON RD. \ 48.33' WELDON RD. (UNIMPROVED) T.R. 4 \ �o L3 I N 20'50'09" W 145.94' L4 N 02'54'49" E JOHN L WIRCHAINSKI \ c 536.18' 92 17-0031039.001 21.887 AC. (TRACT 1) N 84'55'14" E " L7 D.B. 298, PG. 339 \ L8 S 37'32'16" E 52.19' L9 \\ $ 0 N�o 1.745 ACRES GROSS) IS 23'06'04" E L -0.005 ACRES P.R.O.) 25.17' 1.740 ACRES (NET) f 1.488 AC. (EX. CH. ESMT.) T =O O 92 JOHN L. WIRCHAINSKI \ N -WL 0 91 17- 0031031 001 q 50.017 AC. TRACT 1) O o D.B. 305, P4. 88 w w u N NUMBER I DIRECTION DISTANCE L1 IS 84'50'41" W 48.33' L2 I N 2718'02" W 899.00' L3 I N 20'50'09" W 145.94' L4 N 02'54'49" E 54.63' L5 N 20'50'09" W 536.18' L6 N 84'55'14" E 10.39' L7 S 20'50'09" E 483.37' L8 S 37'32'16" E 52.19' L9 S 21'43'29" E 550.07' L10 IS 23'06'04" E 750.59' L11 IS 3707'27" E 25.17' 1 � x �O 15i f = o z �t � w I � i V M S 6 4_20_ - - _ -- ------ - - - - -- VMS 6748 3 4c C � ' C icy o 91 P 003 O • e 2 31A rs 000 8 .� p '65 \ U r - BCF12 Y ES H O fk R • 32 fix: u EX. CjL w NUMBER I DELTA ANG. I RADIUS JARC LEN I CHORD DIRECTION I CHORD [ Cl 14'50'22" 11380.39 357.52' IN 29'41'16" W 356.52' C2 05'58'22" 11339.39 139.62' IS 34'08'18" E 139.56' MONUMENT LEGEND Z R.R.S. FOUND O REBAR FOUND O IRON PIN FOUND THIS PARCEL UES WITHIN ZONE 'X" OO R/W MONUMENT FD OF THE "FIRM' COMMUNITY PANEL • 3/4" IRON PIN SET NO. 390808 0150 B. WITH AN Ar R.R.S. SET EFFECTIVE DATE OF 9/27/91 BASIS OF BEARINGS THE BEARINGS FOR THE UNI -33 -24.89 PROJECT ARE BASED UPON STATE PLANE GRID BEARMGS FROM THE OHIO COORDINATE SYSTEM. SOUTH ZONE. NAD 83 (88), AS MEASURED USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS 'FRANK 72'. 'FRANK 172', 'FCGS 5538' AND 'FCGS 5534'. 86 PAUL L. do MARY M. JACQUEMIN 17- 0031038.000 47.256 AC. D.B. 295, PG. 501 POINT OF ! TRUE '9 BEGINNING \; ! n� 863.60' I.P.F. S 84'50'41" W Ff� 0.23' E 93 DETAIL N.T.S. of 92 JOHN L. WIRCHAINSKI C�J 17- 0031039.001 I nt 32.623 AC. (TRACT II) A D.B. 298, PG. 339 BEGIN FOR V REFERENCE C1� L11 8 6 3 .60' __, - _I� -- % S 84'50'41" W SEE DETAIL U F� 93 W n �\9Z HAWKINS FAMILY y PARTNERSHIP, LTD. �! 17- 0031029.100 F 11.644 ACRES OR 557, PG. 119 PARCEL 92 -WL UNI -33 -24.89 COUNTY OF UNION, JEROME TWP., OHIO VIRGINLI MWARY SURVEY 6420 0 250 Sao 0 ., SCALE IN FEET Prepared By 4 rSTE EN. o R.D. Zande & Associate; Ina • E + 160 0 Lalt Show Dr., Sidi, 100 �• RADR e o C AO": A1C OAfo !,X201 P/i one: /6f4� 486 -4389 SyE d�ON AL 5J & Z64 1 7 RegWtered Surveyor /7191 Dab