56-08 ResolutionRECORD OF RESOLUTIONS
al Biank, InC.. Form No. 30045
Re.co(trtintr No.
56-08
P~s~s~~r . ~o
A RESOLUTION OF INTENT TO APPROPRIATE A COMBINED
3.928 ACRES, MORE OR LESS, FEE SIMPLE INTEREST, A
COMBINED .583 ACRES, MORE OR LESS, STANDARD
HIGHWAY EASEMENT, A COMBINED 1.002 ACRES, MORE OR
LESS, UTILITY EASEMENT, AND A .112 ACRES, MORE OR
LESS, TEMPORARY CONSTRUCTION EASEMENT FROM TWO
PROPERTIES OWNED BY JEROME I ASSOCIATES, LTD., SAID
ACREAGE LOCATED ON THE NORTH SIDE OF S.R. 161, WEST
OF INDUSTRIAL PARKWAY AND THE U.S. 33/S.R. 161
INTERCHANGE, TOWNSHIP OF JEROME, COUNTY OF
UNION, STATE OF OHIO, AND TOWNSHIP OF WASHINGTON,
COUNTY OF FRANKLIN, STATE OF OHIO.
WHEREAS, the City of Dublin is preparing to improve the U.S. Highway 33 and
State Route 161 Interchange in Franklin and Union Counties; and
WHEREAS, said improvement will require the City of Dublin to obtain a fee simple
interest, standard highway easement, utility easement and temporary construction
easement in and to the premises described in the attached Exhibit "A", Exhibit "B",
Exhibit "C", Exhibit "D", Exhibit "E", Exhibit "F", Exhibit "G", Exhibit "H", and
Exhibit "I" located in the Township of Jerome, County of Union, State of Ohio and the
Township of Washington, County of Franklin, State of Ohio.
NOW, THEREFORE, BE IT RESOLVED by the Council, of the City of Dublin,
State of Ohio, ~ 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 Township of Jerome, County
of Union, State of Ohio and the Township of Washington, County of Franklin, State of
Ohio, and more fully described in the legal description attached hereto as Exhibit "A",
Exhibit "B", Exhibit "C", Exhibit "D", Exhibit "E", Exhibit "F", Exhibit "G", Exhibit
"H", and Exhibit "I".
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 ' I ~ day of , 2008.
Mayor -Presiding Officer
ATTEST:
Clerk of Council
~SCHOTTENSTEIN
ZOX & D U N N ~o.,~f~~
MEMORANDUM
TO: Dublin City Council
Jane S. Brautigam, City Manager
Paul A. Hammersmith, PE, Director ofEngineering/City Engineer
FROM: Stephen J. Smith, Law Director
Philip K. Hartmann, Assistant Law Director
DATE: July 31, 2008
RE: Resolution 56-08 Intent to Appropriate -Jerome I. Associates, Ltd 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 acquisition of property owned by Jerome Associates I on two
separate parcels numbers: 50 and 65. The acquisition consists of a combined 3.928 acres, more
or less, fee simple interest, a combined .583 acres, more or less, standard highway easement, a
combined 1.002 acres, more or loess, utility easement, and a .112 acres, more or less, temporary
construction easement, said acreage located on the north side of S.R. 161, West of Industrial
Parkway and the U.S. 33/S.R. 161 Interchange, Township of Jerome, County of Union, State of
Ohio, and Township of Washington, County of Franklin, State of Ohio.
ACTION TAKEN IN THIS CASE:
Since the year 2006, the Law Department has been in contact with the landowner to inform him
of the upcoming construction and effect of the interchange improvement to his properties. A title
search was conducted and the appraisals for these properties are now complete. The Law
Department engaged M/E Companies (Mr. James Howard) to negotiate the acquisition with the
landowner. This negotiation will continue to take place after passage of this resolution. This
Memo to Council re Resolution 56-08 Intent to Appropriate -
Jerome I. Associates, Ltd Property
July 31, 2008
Page Two
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. 56-08.
v,w-sza~em
Columbus '.
Cleveland '.
Cincinnati '.
(111 2 9 2 31 9.1 i
250 Wesl Street, Columbus, Ohio 43215-2538 P.O. Box 165020, Columbus, OH 43216-5020 Voice: 614-462-2700 Fax: 614462-5135
EXHIBIT
Page 1 of Z
RX 250 PID 80748
Rev. 10/06 ~ PARCEL SO-WD
CTY-RT'E-SEC LlNI-161-12.98
Version Date 3/30/07
PARCEL 50-WD
UNI-161-12.98
ALL RIGHT, TITLE AND INTEREST IN FEE SIMPLE
IN THE FOLLOWING DESCRIBED PROPERTY
WITHOUT LIMITATION OF EXISTING ACCESS RIGHTS
Grantor/Owner, for himself and his heirs, executors, administrators, successors and assigns, reserves all
existing rights of ingess and egress to and from any residual area (as used herein, the expression
"Grantor/Owner" includes the plural, and words in the masculine include the feminine or neuter).
1Surveyor's description of the premises follows]
SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN
VIRGINIA MILITARY SURVEY NO. 6748, BEING A PART OF THE 5.240 ACRE TRACT CONVEYED TO
JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 685, PAGE 188, UNLESS
OTHERWISE SHOWN, RECORDS OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEING A PARCEL OF LAND LYING ON THE LEFT AND RIGHT SIDES OF THE CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF STATE ROUTE 161, AS ESTABLISHED BY A SURVEY
MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN AND THE OHIO
DEPARTMENT OF TRANSPORTATION IN 2005 AND 2006, AND BEING LOCATED WITHIN THE
FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 50-WD;
BEGINNING FOR REFERENCE AT THE POINT OF INTERSECTION OF THE EXISTING
CENTERLINE OF COSGRAY ROAD WITH SAID CENTERLINE OF RIGHT-OF-WAY AND
CONSTRUCTION OF STATE ROUTE 161, BEING AT CENTERLINE STATION 19+42.80;
THENCE SOUTH 09 DEG. 26 MIN. 02 SEC. EAST, A DISTANCE OF 1.82 FEET ALONG THE
CENTERLINE OF COSGRAY ROAD, TO A RAILROAD SPIKE FOUND IN THE SOUTHERLY LINE OF THE
2. ] 89 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL
RECORD 702 PAGE S20 (UNION COUNTY RECORDER'S OFFICE), AT THE COMMON CORNER OF THE
1.146 ACRE TRACT CONVEYED TO JEFFREY WEINGARTEN BY DEED OF RECORD IN OFFICIAL
RECORD 2627 JIO (FRANKLIN COUNTY RECORDER'S OFFICE) AND THE LANDS CONVEYED TO
JOHN L. BOND BY DEED OF RECORD IN OFFICIAL RECORD 917 FO1 (FRANKLIN COUNTY
RECORDER'S OFFICE); SAID RAILROAD SPIKE BEING 1.80 FEET RIGHT OF CENTERLINE STATION
19+42. S 1;
THENCE NORTH 7S DEG. 03 MIN. 4S SEC. EAST, A DISTANCE OF 45.22 FEET ALONG THE
NORTHERLY LINE OF SAID BOND LANDS AND THE SOUTHERLY LINE OF SAID 2.189 ACRE TRACT,
TO A POINT AT THE COMMON CORNER OF SAID 2. ] 89 AND 5.240 ACRE TRACTS; SAID POINT BEING
4.66 FEET RIGHT OF CENTERLINE STATION 19+87.62, AND BEING THE POINT OF TRUE BEGINNING
OF THE HEREIN DESCRIBED PARCEL 50-WD;
THENCE NORTH 04 DEG. 38 MIN. 02 SEC. WEST, A DISTANCE OF 77.03 FEET (PASSING AN
IRON PIN FOUND AT A DISTANCE OF 43.01 FEET) ALONG THE COMMON LINE OF SAID 2.189 AND
5.240 ACRE TRACTS TO AN IRON PIN SET ON A CURVE, BEING 70.00 FEET LEFT OF CENTERLINE
STATION 20+06.69;
THENCE ACROSS SAID 5.240 ACRE TRACT, PARALLEL WITH SAID CENTERLINE OF RIGHT-
OF-WAY OF STATE ROUTE 161, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF S6S9.S8 FEET,
A CENTRAL ANGLE OF 01 DEG. 02 MIN. 49 SEC., AN ARC LENGTH OF 103.40 FEET THE CHORD TO
WHICH BEARS NORTH 70 DEG. 29 MIN. 43 SEC. EAST A CHORD DISTANCE OF 103.40 FEET, TO AN
IRON PIN SET IN THE COMMON LINE OF SAID 5.240 ACRE TRACT AND THE ORIGINAL 37.998 ACRE
TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD
9S, PAGE 346; SAID IRON PIN BEING 70.00 FEET LEFT OF CENTERLINE STATION 21+11.37;
EXHIBIT A Page 2 of 2
RX 250 PID 80748
Rev. 09/06 PARCEL 50-WD
CTY-RTE-SEC UNI-161-12.98
Version Date 3/30/07
THENCE SOUTH 04 DEG. 38 MIN. 27 SEC. EAST, A DISTANCE OF 85.40 FEET (PASSING AN
IRON PIN FOUND AT A DISTANCE OF 36.17 FEET) ALONG SAID COMMON LINE OF THE ORIGINAL
37.498 AND 5.240 ACRE TRACTS TO A POINT IN THE NORTHERLY LINE OF THE 6l .7701 ACRE TRACT
CONVEYED TO PEWAMO, LTD. BY DEED OF RECORD IN OFFICIAL RECORD 579, PAGE 727, AT THE
COMMON CORNER OF SAID ORIGINAL 37.998 AND 5.240 ACRE TRACTS; SAID POINT BEING 12.38
FEET RIGHT OF CENTERLINE STATION 20+88.76;
THENCE SOUTH 75 DEG. 03 MIN. 45 SEC. WEST, A DISTANCE OF 101.59 FEET ALONG THE
COMMON LINE OF SAID 5.240 AND 61.7701 ACRE TRACTS, TO THE POINT OF TRUE BEGINNING OF
THE HEREIN DESCRIBED PARCEL 50-WD, CONTAINING 0.186 ACRES, MORE OR LESS, OF WHICH
THE PRESENT ROAD OCCUPIES 0.105 ACRES, MORE OR LESS.
OF THE ABOVE DESCRIBED AREA, 0.186 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 15-0031017.100, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00-
024.001.
ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN
ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES.
ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF STATE ROUTE 161, UNLESS OTHERWISE SHOWN.
THE BEARINGS FOR THE UNI-161-12.98 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 OFFICIAL RECORD 685,
PAGE 188, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO.
A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF.
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R. D. ZANDE AND ASSOCIATES, INC.
REGISTERED SURVEYOR NO. 7191 DATE
EX IT
Page 1 of 4
RX 250 PID 80748
Rev. 10/06 PARCEL 65-WD2
CTY-RTE-SEC UNI-161-12.98
Version Date 07/13/07
PARCEL 65-WD2
UNI-161-12.98
ALL RIGHT, TITLE AND INTEREST IN FEE SIMPLE
IN THE FOLLOWING DESCRIBED PROPERTY
WITHOUT LIMITATION OF EXISTING ACCESS RIGHTS
Grantor/Owner, for himself and his heirs, executors, administrators, successors and assigns, reserves all
existing rights of ingress and egress to and from any residual area (as used herein, the expression
"Grantor/Owner" includes the plural, and words in the masculine include the feminine or neuter).
Surveyor's description of the premises follows
SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN
VIRGINIA MILITARY SURVEYS NO. 6420 AND 6748, BEING A PART OF THE ORIGINAL 37.998 AND
5.000 ACRE TRACTS CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEEDS OF RECORD IN
OFFICIAL RECORD 95, PAGE 346 AND OFFICIAL RECORD 144, PAGE 334, RESPECTIVELY, RECORDS
OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEING A PARCEL OF LAND LYING ON THE LEFT AND RIGHT SIDES OF THE CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF RELOCATED INDUSTRIAL PARKWAY, AS ESTABLISHED
BY A SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN AND THE
OHIO DEPARTMENT OF TRANSPORTATION IN 2005 AND 2006, AND BEING LOCATED WITHIN THE
FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 65-WD2;
BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF
HYLAND-CROY ROAD (COUNTY ROAD 2), AT A COMMON CORNER OF VIRGINIA MILITARY
SURVEYS 6420 AND 6748;
THENCE SOUTH 84 DEG. SO MIN. 41 SEC. WEST, A DISTANCE OF 2309.19 FEET ALONG SAID
COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, TO AN IRON PIN SET IN THE
EXISTING WESTERLY RIGHT-OF-WAY LINE OF INDUSTRIAL PARKWAY (COUNTY ROAD 1);
THENCE CONTINUING SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 435.64 FEET
ALONG SAID COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, TO A STONE FOUND
AT A COMMON CORNER OF THE 4.653 ACRE TRACT CONVEYED TO JOHN L. WIRCHAINSKI BY
DEED OR RECORD IN DEED BOOK 305, PAGE 88 AND SAID ORIGINAL 5.000 ACRE TRACT, BEING AN
ANGLE POINT IN THE NORTHERLY LINE OF THE 1.124 ACRE TRACT CONVEYED TO THE ASMAN
LAND CO., LTD., BY DEED OF RECORD IN OFFICIAL RECORD 140, PAGE ] 54; SAID STONE BEING
82.24 FEET RIGHT OF CENTERLINE STATION 18+95.60, AND BEING THE POINT OF TRUE
BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-WD2;
THENCE SOUTH 84 DEG. 04 MIN. 54 SEC. WEST, A DISTANCE OF 22.94 FEET ALONG SAID
COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, AND THE COMMON LINE OF SAID
ORIGINAL 5.000 AND 1.124 ACRE TRACTS TO A POINT AT THE COMMON CORNER OF SAID
ORIGINAL 5.000 AND 1.124 ACRE TRACTS, BEING 63.74 FEET RIGHT OF CENTERLINE STATION
18+82.03; SAID POINT BEING LOCATED SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 0.13
FEET FROM AN IRON PIN FOUND;
THENCE SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 10.53 FEET ALONG A
COMMON LINE OF SAID ORIGINAL 5.000 AND 1.124 ACRE TRACTS TO AN IRON PIN SET AT A POINT
OF TANGENCY IN THE NEW EASTERLY RIGHT-OF-WAY LINE OF RELOCATED INDUSTRIAL
PARKWAY, BEING 69.68 FEET RIGHT OF CENTERLINE STATION 18+73.33;
EXHIBIT A Page 2 of 4
RX 250 PID 80748
Rev. 09/06 PARCEL 65-WD2
CTY-RTE-SEC UNI-161-12.98
Version Date 07/13/07
THENCE THE FOLLOWING SIX (6) COURSES AND DISTANCES ALONG THE NEW EASTERLY
RIGHT-OF-WAY LINES OF RELOCATED INDUSTRIAL PARKWAY, AND ACROSS SAID ORIGINAL 5.000
AND 37.998 ACRE TRACTS;
1. THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF ] 08.36 FEET, A
CENTRAL ANGLE OF 32 DEG. 46 MIN. 04 SEC., AN ARC LENGTH OF 61.97 FEET, THE
CHORD TO WHICH BEARS SOUTH 45 DEG. 20 MIN. 34 SEC. WEST, A CHORD
DISTANCE OF 61.13 FEET TO AN IRON PIN SET AT A POINT OF CURVATURE, BEING
53.42 FEET RIGHT OF CENTERLINE STATION 18+09.56;
2. THENCE SOUTH 28 DEG. 57 MIN. 32 SEC. WEST, A DISTANCE OF 84.73 FEET TO AN
IRON PIN SET, BEING 48.00 FEET RIGHT OF CENTERLINE STATION 17+25.00;
3. THENCE SOUTH 25 DEG. 17 MIN. 32 SEC. WEST, A DISTANCE OF 137.02 FEET TO AN
IRON PIN SET AT A POINT OF TANGENCY, BEING 48.00 FEET RIGHT OF CENTERLINE
STATION 15+87.98;
4. THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 484.98 FEET, A
CENTRAL ANGLE OF 27 DEG. 20 MIN. 31 SEC., AN ARC LENGTH OF 231.44 FEET, THE
CHORD TO WHICH BEARS SOUTH 11 DEG. 37 MIN. l7 SEC. WEST, A CHORD
DISTANCE OF 229.25 FEET TO AN IRON PIN SET AT A POINT OF COMPOUND
CURVATURE, BEING 48.00 FEET RIGHT OF CENTERLINE STATION 13+33.63;
5. THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 170.00 FEET, A
CENTRAL ANGLE OF 35 DEG. 17 MIN. 49 SEC., AN ARC LENGTH OF 104.73 FEET, THE
CHORD TO WHICH BEARS SOUTH l9 DEG. 41 MIN. 53 SEC. EAST, A CHORD
DISTANCE OF 103.08 FEET TO AN IRON PIN SET, BEING 68.74 FEET RIGHT OF
CENTERLINE STATION 12+20.00;
6. THENCE SOUTH 83 DEG. 24 MIN. 25 SEC. EAST, A DISTANCE OF 85.66 FEET TO AN
IRON PIN SET (3/4 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN ALUMINUM
CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES) IN THE NEW
NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161, BEING 147.58 FEET RIGHT
OF CENTERLINE STATION 11+77.78;
THENCE SOUTH 71 DEG. 11 MIN. 46 SEC. WEST, A DISTANCE OF 232.58 FEET ALONG THE
NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161, AND ACROSS SAID ORIGINAL 37.998
ACRE TRACT, TO AN IRON PIN SET (3/4 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN
ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES) IN THE NEW
WESTERLY RIGHT-OF-WAY LINE OF RELOCATED INDUSTRIAL PARKWAY, BEING 85.00 FEET LEFT
OF CENTERLINE STATION 11+77.78;
THENCE THE FOLLOWING SIX (6) COURSES AND DISTANCES ALONG THE NEW WESTERLY
RIGHT-OF-WAY LINES OF RELOCATED INDUSTRIAL PARKWAY, AND ACROSS SAID ORIGINAL
37.998 AND 5.000 ACRE TRACTS;
1. THENCE NORTH 02 DEG. 0 ] MIN. 00 SEC. WEST, A DISTANCE OF 198.42 FEET TO AN
IRON PIN SET, BEING 59.00 FEET LEFT OF CENTERLINE STATION 13+51.89;
2. THENCE NORTH 15 DEG. O1 MIN. 35 SEC. EAST, A DISTANCE OF 55.56 FEET TO AN
IRON PIN SET ON A CURVE, BEING 47.00 FEET LEFT OF CENTERLINE STATION
14+0].25;
EXHIBIT A Page 3 of 4
RX 250 PID 80748
Rev. 09/06 PARCEL 65-WD2
CTY-RTE-SEC UNI-161-12.98
Version Date 07/13/07
3. THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 579.98 FEET, A
CENTRAL ANGLE OF 20 DEG. 04 MIN. 24 SEC., AN ARC LENGTH OF 203.20 FEET, THE
CHORD TO WHICH BEARS NORTH 15 DEG. 15 MIN. 20 SEC. EAST, A CHORD
DISTANCE OF 202.16 FEET, TO AN IRON PIN SET AT A POINT OF TANGENCY, BEING
47.00 FEET LEFT OF CENTERLINE STATION 15+87.98;
4. THENCE NORTH 25 DEG. 17 MIN. 32 SEC. EAST, A DISTANCE OF 137.02 FEET TO AN
IRON PIN SET BEING 47.00 FEET LEFT OF CENTERLINE STATION 17+25.00;
5. THENCE NORTH 21 DEG. 09 MIN. 33 SEC. EAST, A DISTANCE OF 107.39 FEET TO AN
IRON PIN SET AT A POINT OF CURVATURE, BEING 55.87 FEET LEFT OF CENTERLINE
STATION ] 8+27.24;
6. THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, A
CENTRAL ANGLE OF 94 DEG. 57 MIN. 44 SEC., AN ARC LENGTH OF 99.44 FEET, THE
CHORD TO WHICH BEARS NORTH 26 DEG. 19 MIN. 19 SEC. WEST, A CHORD
DISTANCE OF 88.45 FEET, TO AN IRON PIN SET AT A POINT OF COMPOUND
CURVATURE IN THE NEW SOUTHERLY RIGHT-OF-WAY LINE OF AN EAST-WEST
CONNECTOR ROAD LEADING TO EXISTING INDUSTRIAL PARKWAY;
THENCE ALONG SAID NEW SOUTHERLY RIGHT-OF-WAY LINE OF THE CONNECTOR ROAD,
WITH A CURVE TO THE LEFT, HAVING A RADIUS OF 458.00 FEET, A CENTRAL ANGLE OF OS DEG. 45
MIN. 58 SEC., AN ARC LENGTH OF 46.09 FEET, THE CHORD TO WHICH BEARS NORTH 76 DEG. 41
MIN. ]0 SEC. WEST, A CHORD DISTANCE OF 46.07 FEET, TO AN IRON PIN SET, BEING 45.94 FEET
RIGHT OF CONNECTOR ROAD CENTERLINE STATION 48+00.00;
THENCE NORTH 08 DEG. 32 MIN. 09 SEC. EAST, A DISTANCE OF 96.03 FEET ACROSS SAID
ORIGINAL 5.000 ACRE TRACT, TO AN IRON PIN SET IN THE NEW NORTHERLY RIGHT-OF-WAY LINE
OF SAID CONNECTOR ROAD, BEING THE SOUTHERLY LINE OF THE 5.000 ACRE TRACT CONVEYED
TO RONALD E. AND GLORIA I. DEWOLF BY DEED OF RECORD IN OFFICIAL RECORD 144, PAGE 336;
SAID IRON PIN BEING 50.09 FEET LEFT OF CONNECTOR ROAD CENTERLINE STATION 48+00.00;
THENCE NORTH 84 DEG. 14 MIN. 16 SEC. EAST, A DISTANCE OF 204.36 FEET (PASSING AN
IRON PIN SET AT A DISTANCE OF 167.87 FEET, AND PASSING AN IRON PIN FOUND AT A DISTANCE
OF 204.23 FEET) ALONG, IN PART, THE NEW NORTHERLY RIGHT-OF-WAY LINE OF SAID
CONNECTOR ROAD, AND ALONG SAID SOUTHERLY LINE OF THE 5.000 ACRE DEWOLF TRACT TO A
POINT IN THE COMMON LINE OF SAID ORIGINAL 5.000 ACRE JEROME I ASSOCIATE TRACT AND
SAID 4.653 ACRE TRACT, AT THE SOUTHEASTERLY CORNER OF SAID 5.000 ACRE DEWOLF TRACT;
SAID POINT BEING 4].77 LEFT OF RELOCATED INDUSTRIAL PARKWAY CENTERLINE STATION
20+72.97;
THENCE SOUTH OS DEG. 20 MIN. 14 SEC. EAST, A DISTANCE OF 217.08 FEET ALONG SAID
COMMON LINE OF THE ORIGINAL 5.000 ACRE JEROME I ASSOCIATES TRACT AND SAID 4.653 ACRE
TRACT, TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-WD2,
CONTAINING 2.541 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES 0.000 ACRES,
MORE OR LESS.
RX 250
Rev. 09/06
FXHiRiT A
PID
PARCEL
CTY-RTE-SEC
Version Date
Page 4 of 4
80748
65-WD2
UN]-161-12.98
07/13/07
OF THE ABOVE DESCRIBED AREA, 0.887 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 15-00310]8.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00-
025.000.
OF THE ABOVE DESCRIBED AREA, 1.654 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 15-0031018.200, AS SHOWN ON UNION COUNTY GIS MAP NUMBER ]46-00-00-
025.004.
ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG, WITH A PLASTIC
CAP STAMPED "R.D. ZANDE", UNLESS OTHERWISE STATED.
ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF RELOCATED INDUSTRIAL PARKWAY, UNLESS
OTHERWISE SHOWN.
THE BEARINGS FOR THE UNI-161-12.98 PROJECT ARE BASED UPON STATE PLANE GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED
USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72",
"FRANK 172", "FCGS 5536", AND "FCGS 5534".
THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191,
AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006
BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID SURVEYOR.
GRANTOR CLAIMS TITLE BY THE INSTRUMENTS OF RECORD IN OFFICIAL RECORD 95,
PAGE 346 AND OFFICIAL RECORD 144, PAGE 334, OF THE RECORDER'S OFFICE, UNION COUNTY,
OHIO.
A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF.
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R. D. ZANDE AND ASSOCIATES, INC.
REGISTERED SURVEYOR NO. 7191 DATE
EXHIBIT
Page 1 of 3
RX 250 PID 80748
Rev. ]0/06 PARCEL 65-WDl
CTY-RTE-SEC LJN1-161-12.98
Version Date 03/31/07
PARCEL 65-WD1
UNI-161-12.98
ALL RIGHT, TITLE AND INTEREST IN FEE SIMPLE
IN THE FOLLOWING DESCRIBED PROPERTY
WITHOUT LIMITATION OF EXISTING ACCESS RIGHTS
Grantor/Owner, for himself and his heirs, executors, administrators, successors and assigns, reserves all
existing rights of ingress and egress to and from any residual area (as used herein, the expression
"Grantor/Owner" includes the plural, and words in the masculine include the feminine or neuter).
s description of the premises follows
SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN
VIRGINIA MILITARY SURVEY NO. 6748, BEING A PART OF THE 37.998 ACRE TRACT CONVEYED TO
JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 95, PAGE 346, UNLESS
OTHERWISE SHOWN, RECORDS OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEING A PARCEL OF LAND LYING ON THE LEFT AND RIGHT SIDES OF THE CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF STATE ROUTE 161, AS ESTABLISHED BY A SURVEY
MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN AND THE OHIO
DEPARTMENT OF TRANSPORTATION IN 2005 AND 2006, AND BEING LOCATED WITHIN THE
FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 65-WD1;
BEGINNING FOR REFERENCE AT THE POINT OF INTERSECTION OF THE EXISTING
CENTERLINE OF COSGRAY ROAD WITH SAID CENTERLINE OF RIGHT-OF-WAY AND
CONSTRUCTION OF STATE ROUTE 161, BEING AT CENTERLINE STATION 19+42.80;
THENCE SOUTH 09 DEG. 26 MIN. 02 SEC. EAST, A DISTANCE OF 1.82 FEET ALONG THE
CENTERLINE OF COSGRAY ROAD, TO A RAILROAD SPIKE FOUND IN THE SOUTHERLY LINE OF THE
2.189 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL
RECORD 702 PAGE 520 (UNION COUNTY RECORDER'S OFFICE), AT THE COMMON CORNER OF THE
1.146 ACRE TRACT CONVEYED TO JEFFREY WEINGARTEN BY DEED OF RECORD IN OFFICIAL
RECORD 2627 J10 (FRANKLIN COUNTY RECORDER'S OFFICE) AND THE LANDS CONVEYED TO
JOHN L. BOND BY DEED OF RECORD IN OFFICIAL RECORD 917 FO1 (FRANKLIN COUNTY
RECORDER'S OFFICE); SAID RAILROAD SPIKE BEING 1.80 FEET RIGHT OF CENTERLINE STATION
19+42.5 ] ;
THENCE NORTH 75 DEG. 03 MIN. 45 SEC. EAST, A DISTANCE OF 45.22 FEET ALONG THE
NORTHERLY LINE OF SAID BOND LANDS AND THE SOUTHERLY LINE OF SAID 2.189 ACRE TRACT
TO A POINT AT THE COMMON CORNER OF SAID 2.189 ACRE TRACT AND THE 5.240 ACRE TRACT
CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 685, PAGE
188; SAID POINT BEING 4.66 FEET RIGHT OF CENTERLINE STATION 19+87.62;
THENCE CONTINUING NORTH 75 DEG. 03 MIN. 45 SEC. EAST, A DISTANCE OF 101.59 FEET
ALONG THE SOUTHERLY LINE OF SAID 5.240 ACRE TRACT, AND THE NORTHERLY LINE OF SAID
BOND LANDS AND THE 61.7701 ACRE TRACT CONVEYED TO PEWAMO, LTD., BY DEED OF RECORD
IN OFFICIAL RECORD 579, PAGE 727, TO THE COMMON CORNER OF SAID ORIGINAL 37.998 AND
5.240 ACRE TRACTS, BEING 12.38 FEET RIGHT OF CENTERLINE STATION 20+88.76, AND BEING THE
POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-WD1;
EXHIBIT A Page 2 of3
RX 250 PID 80748
Rev. 09/06 PARCEL 65-WDI
CTY-RTE-SEC LTNI-161-]2.98
Version Date 03/31/07
THENCE NORTH 04 DEG. 38 MIN. 27 SEC. WEST, A DISTANCE OF 85.40 FEET (PASSING A
CONCRETE RIGHT-OF-WAY MONUMENT FOUND AT A DISTANCE OF 49.23 FEET) ALONG THE
COMMON LINE OF SAID ORIGINAL 37.998 AND 5.240 ACRE TRACTS, TO AN IRON PIN SET ON A
CURVE IN THE NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161, BEING 70.00 FEET
LEFT OF CENTERLINE STATION 21+11.37;
THENCE THE FOLLOWING SIX (6) COURSES AND DISTANCES ALONG THE NEW
NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161, AND ACROSS SAID ORIGINAL 37.998
ACRE TRACT;
] . THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 5659.58 FEET, A
CENTRAL ANGLE OF O1 DEG. 42 MIN. 15 SEC., AN ARC LENGTH OF 168.33 FEET, THE
CHORD TO WHICH BEARS NORTH 69 DEG. 07 MIN. 12 SEC. EAST, A CHORD
DISTANCE OF 168.32 FEET, TO AN IRON PIN SET, BEING 70.00 FEET LEFT OF
CENTERLINE STATION 22+81.78;
2. THENCE NORTH 68 DEG. 16 MIN. 04 SEC. EAST, A DISTANCE OF 668.22 FEET TO AN
IRON PIN SET, BEING 70.00 FEET LEFT OF CENTERLINE STATION 29+50.00;
3. THENCE NORTH 62 DEG. 33 MIN. 26 SEC. EAST, A DISTANCE OF 100.50 FEET TO AN
IRON PIN SET, BEING 80.00 FEET LEFT OF CENTERLINE STATION 30+50.00;
4. THENCE NORTH 29 DEG. 23 MIN. 19 SEC. EAST, A DISTANCE OF 162.33 FEET TO AN
IRON PIN SET, BEING 181.89 FEET LEFT OF CENTERLINE STATION 31+76.37;
5. THENCE NORTH 71 DEG. 11 MIN. 46 SEC. EAST, A DISTANCE OF 232.58 FEET TO AN
IRON PIN SET, BEING 159.37 FEET LEFT OF CENTERLINE STATION 34+19.47;
6. THENCE SOUTH 83 DEG. 14 MIN. 45 SEC. EAST, A DISTANCE OF 111.25 FEET TO AN
IRON PIN SET IN THE COMMON LINE OF SAID ORIGINAL 37.998 ACRE TRACT AND
THE ORIGINAL 3.015 ACRE TRACT CONVEYED TO JOHN L. VICKERS BY DEED OF
RECORD IN OFFICIAL RECORD 378, PAGE 869; SAID IRON PIN BEING 100.00 FEET
LEFT OF CENTERLINE STATION 35+13.55;
THENCE SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 77.01 FEET (PASSING AN
IRON PIN FOUND AT A DISTANCE OF 34.17 FEET) ALONG THE COMMON LINE OF SAID ORIGINAL
37.998 AND 3.015 ACRE TRACTS TO A POINT IN THE EXISTING CENTERLINE OF STATE ROUTE 161,
AND THE NORTHERLY LINE OF THE 1.187 ACRE TRACT CONVEYED TO THE CITY OF DUBLIN BY
DEED OF RECORD IN DEED BOOK 285, PAGE 585, AT THE COMMON CORNER OF SAID ORIGINAL
37.998 AND 3.015 ACRE TRACTS; SAID POINT BEING 28.35 FEET LEFT OF CENTERLINE STATION
34+85.35;
THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ALONG THE EXISTING
TANGENT CENTERLINE OF STATE ROUTE 161, THE SOUTHERLY LINE OF SAID ORIGINAL 37.998
ACRE TRACT, AND THE NORTHERLY LINE OF SAID 1.187 AND 61.7701 ACRE TRACTS;
1. THENCE SOUTH 65 DEG. 58 MIN. ]0 SEC. WEST, A DISTANCE OF 1375.27 FEET TO AN
ANGLE POINT, BEING 14.16 FEET RIGHT OF CENTERLINE STATION 21+09.22;
2. THENCE SOUTH 75 DEG. 03 MIN. 45 SEC. WEST, A DISTANCE OF 20.58 FEET TO THE
POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-WD1,
CONTAINING 2.634 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD
OCCUPIES 1.328 ACRES, MORE OR LESS.
EXHIBIT A Page 3 of 3
RX 250 PID 80748
Rev. 09/06 PARCEL 65-WD 1
CTY-RTE-SEC UNI-161-12.98
Version Date 03/31/07
OF THE ABOVE DESCRIBED AREA, 2.634 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL IS-0031018.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00-
025.000.
ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN
ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES.
ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF STATE ROUTE 161, UNLESS OTHERWISE SHOWN.
THE BEARINGS FOR THE UNI-16]-]2.98 PROJECT ARE BASED UPON STATE PLANE GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED
USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72",
"FRANK 172", "FCGS 5536", AND "FCGS 5534".
THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191,
AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006
BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID SURVEYOR.
GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD IN OFFICIAL RECORD 95, PAGE
346, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO.
A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF.
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RX 2 '0 Page ] of 2
Rev. 09/06 PID 80748
PARCEL SO-SH
CTY-RTE-SEC UN1-161-12.98
Version Date 04/02/07
PARCEL 50-SH
UNI-161-12.98
PERPETUAL EASEMENT FOR HIGHWAY PURPOSES
WITHOUT LIMITATION OF EXISTING ACCESS RIGHTS
An exclusive perpetual easement for public highway and road purposes, including, but not limited to
any utility construction, relocation and/or utility maintenance work deemed appropriate by the State of
Ohio, Department of Transportation, its successors and assigns forever.
Grantor/Owner, for himself and his heirs, executors, administrators, successors and assigns, reserves all
existing rights of ingress and egress to and from any residual area (as used herein, the expression
"Grantor/Owner" includes the plural, and words in the masculine include the feminine or neuter).
Surve or's descri tion of the remises follows
SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN
VIRGINIA MILITARY SURVEY NO. 6748, BEING A PART OF THE 5.240 ACRE TRACT CONVEYED TO
JEROME 1 ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 685, PAGE 188, UNLESS
OTHERWISE SHOWN RECORDS OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEING A PARCEL OF LAND LYING ON THE LEFT SIDE OF THE CENTERLINE OF RIGHT-OF-
WAY AND CONSTRUCTION OF STATE ROUTE 161, AS ESTABLISHED BY A SURVEY MADE BY R.D.
ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN AND THE OHIO DEPARTMENT OF
TRANSPORTATION IN 2005 AND 2006, AND BEING LOCATED WITHIN THE FOLLOWING DESCRIBED
BOUNDARY POINTS OF PARCEL 50-SH;
BEGINNING FOR REFERENCE AT THE POINT OF INTERSECTION OF THE EXISTING
CENTERLINE OF COSGRAY ROAD WITH SAID CENTERLINE OF RIGHT-OF-WAY AND
CONSTRUCTION OF STATE ROUTE 161, BEING AT CENTERLINE STATION 19+42.80;
THENCE SOUTH 09 DEG. 26 MIN. 02 SEC. EAST, A DISTANCE OF 1.82 FEET ALONG THE
CENTERLINE OF COSGRAY ROAD, TO A RAILROAD SPIKE FOUND IN THE SOUTHERLY LINE OF THE
2.189 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL
RECORD 702 PAGE 520 (UNION COUNTY RECORDER'S OFFICE), AT THE COMMON CORNER OF THE
1.146 ACRE TRACT CONVEYED TO JEFFREY WEINGARTEN BY DEED OF RECORD IN OFFICIAL
RECORD 2627 J10 (FRANKLIN COUNTY RECORDER'S OFFICE) AND THE LANDS CONVEYED TO
JOHN L. BOND BY DEED OF RECORD IN OFFICIAL RECORD 917 FO1 (FRANKLIN COUNTY
RECORDER'S OFFICE); SAID RAILROAD SPIKE BEING 1.80 FEET RIGHT OF CENTERLINE STATION
19+42.5 l ;
THENCE NORTH 75 DEG. 03 MIN. 45 SEC. EAST, A DISTANCE OF 45.22 FEET ALONG THE
NORTHERLY LINE OF SAID BOND LANDS AND THE SOUTHERLY LINE OF SAID 2.189 ACRE TRACT,
TO A POINT AT THE COMMON CORNER OF SAID 2.189 AND 5.240 ACRE TRACTS; SAID POINT BEING
4.66 FEET RIGHT OF CENTERLINE STATION 19+87.62;
THENCE NORTH 04 DEG. 38 MIN. 02 SEC. WEST, A DISTANCE OF 77.03 FEET (PASSING AN
IRON PIId FOUND AT A DISTANCE OF 43.01 FEET) ALONG THE COMMON LINE OF SAID 2.189 AND
5.240 ACRE TRACTS TO AN IRON PIN SET ON A CURVE IN THE NEW NORTHERLY RIGHT-OF-WAY
LINE OF STATE ROUTE 161, BEING 70.00 FEET LEFT OF CENTERLINE STATION 20+06.69; SAID IRON
BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 50-SH;
THENCE CONTINUING NORTH 04 DEG. 38 MIN. 02 SEC. WEST, A DISTANCE OF 20.65 FEET
ALONG SAID COMMON LINE OF SAID 2. ] 89 AND 5.240 ACRE TRACTS TO A POINT ON A CURVE,
BEING 90.00 FEET LEFT OF CENTERLINE STATION 20+1 ] .89;
EXHIBIT
Rx 27o EXHIBIT A
Rev. 09/06 Page 2 of 2
PID 80748
PARCEL 50-SH
CTY-RTE-SEC UNI-161-12.98
Version Date 04/02/07
THENCE ACROSS SAID 5.240 ACRE TRACT, PARALLEL WITH SAID CENTERLINE OF RIGHT-
OF-WAY OF STATE ROUTE 161, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 5639.58 FEET
A CENTRAL ANGLE OF O1 DEG. 03 MIN. 03 SEC., AN ARC LENGTH OF 103.43 FEET, THE CH
WHICH BEARS NORTH 70 DEG. 26 MIN. 29 SEC. EAST, A CHORD DISTANCE OF 103.43 FEEOT O A
POINT IN THE COMMON LINE OF SAID 5.240 ACRE TRACT AND THE ORIGINAL 37.998 ACRE TRACT
CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 95, PAGE
346; SAID POINT BEING 90.00 FEET LEFT OF CENTERLINE STATION 21+16.97;
THENCE SOUTH 04 DEG. 38 MIN. 27 SEC. EAST, A DISTANCE OF 20.75 FEET ALONG SAID
COMMON LINE OF THE ORIGINAL 37.998 AND 5.240 ACRE TRACTS TO AN IRON PIN SET ON A
CURVE IN THE NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161; SAID POINT BEING
70.00 FEET LEFT OF CENTERLINE STATION 21+11.37;
THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 5659.58 FEET, A CENTRAL
ANGLE OF O1 DEG. 02 MIN. 49 SEC., AN ARC LENGTH OF 103.40 FEET, THE CHORD TO WHICH BEARS
SOUTH 70 DEG. 29 MIN. 43 SEC. WEST, A CHORD DISTANCE OF 103.40 FEET, TO THE POINT OF
TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 50-SH, CONTAINING 0.047 ACRES, MORE
OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES 0.000 ACRES, MORE OR LESS.
OF THE ABOVE DESCRIBED AREA, 0.047 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 1 5-003 1 0 1 7.10, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00-
024.001.
ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN
ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES.
ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF STATE ROUTE 161, UNLESS OTHERWISE SHOWN.
THE BEARINGS FOR THE UNI-161-12.98 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. RADE
AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH 2006
BY R. D. ZANDE AND ASSOCIATES, INC., i1NDER THE DIRECTION O REGISTERED SURVEYOR 7191,
F SAID SURVEYOR.
GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD IN OFFICIAL RECORD 68
PAGE 188, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO.
5,
A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF.
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t ~ ° 'i'F :,0 °, ° O ;. REGISTERED SURVEYOR NO. 7191
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EXHIBIT
Page ] of 3
RX 270 ~ PID 80748
Rev. 09/06 8 ~ PARCEL 65-SH t
CTY-R7'E-SEC IJNI-161-12.98
Version Date 04/02/07
PARCEL 65-SH1
UNI-161-12.98
PERPETUAL EASEMENT FOR HIGHWAY PURPOSES
WITHOUT LIMITATION OF EXISTING ACCESS RIGHTS
An exclusive perpetual easement for public highway and road purposes, including, but not limited to
any utility construction, relocation and/or utility maintenance work deemed appropriate by the State of
Ohio, Department of Transportation, its successors and assigns forever.
Grantor/Owner, for himself and his heirs, executors, administrators, successors and assigns, reserves all
existing rights of ingress and egress to and from any residua] area (as used herein, the expression
"Grantor/Owner" includes the plural, and words in the masculine include the feminine or neuter).
Surveyor's description of the premises follows]
SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN
VIRGINIA MILITARY SURVEY NO. 6748, BEING A PART OF THE 37.998 ACRE TRACT CONVEYED TO
JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 95, PAGE 346, UNLESS
OTHERWISE SHOWN, RECORDS OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEING A PARCEL OF LAND LYING ON THE LEFT SIDE OF THE CENTERLINE OF RIGHT-OF-
WAY AND CONSTRUCTION OF STATE ROUTE 161, AS ESTABLISHED BY A SURVEY MADE BY R.D.
ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN AND THE OHIO DEPARTMENT OF
TRANSPORTATION IN 2005 AND 2006, AND BEING LOCATED WITHIN THE FOLLOWING DESCRIBED
BOUNDARY POINTS OF PARCEL 65-SH1;
BEGINNING FOR REFERENCE AT THE POINT OF INTERSECTION OF THE EXISTING
CENTERLINE OF COSGRAY ROAD WITH SAID CENTERLINE OF RIGHT-OF-WAY AND
CONSTRUCTION OF STATE ROUTE 161, BEING AT CENTERLINE STATION 19+42.80;
THENCE SOUTH 09 DEG. 26 MIN. 02 SEC. EAST, A DISTANCE OF 1.82 FEET ALONG THE
CENTERLINE OF COSGRAY ROAD, TO A RAILROAD SPIKE FOUND IN THE SOUTHERLY LINE OF THE
2.189 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL
RECORD 702 PAGE 520 (UNION COUNTY RECORDER'S OFFICE), AT THE COMMON CORNER OF THE
1.146 ACRE TRACT CONVEYED TO JEFFREY WEINGARTEN BY DEED OF RECORD IN OFFICIAL
RECORD 2627 J10 (FRANKLIN COUNTY RECORDER'S OFFICE) AND THE LANDS CONVEYED TO
JOHN L. BOND BY DEED OF RECORD IN OFFICIAL RECORD 917 FO1 (FRANKLIN COUNTY
RECORDER'S OFFICE); SAID RAILROAD SPIKE BEING 1.80 FEET RIGHT OF CENTERLINE STATION
19+42. S 1;
THENCE NORTH 75 DEG. 03 MIN. 45 SEC. EAST, A DISTANCE OF 45.22 FEET ALONG THE
NORTHERLY LINE OF SAID BOND LANDS AND THE SOUTHERLY LINE OF SAID 2.189 ACRE TRACT
TO A POINT AT THE COMMON CORNER OF SAID 2.189 ACRE TRACT AND THE 5.240 ACRE TRACT
CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 685, PAGE
188; SAID POINT BEING 4.66 FEET RIGHT OF CENTERLINE STATION 19+87.62;
THENCE CONTINUING NORTH 75 DEG. 03 MIN. 45 SEC. EAST, A DISTANCE OF 10].59 FEET
ALONG THE SOUTHERLY LINE OF SAID 5.240 ACRE TRACT, AND THE NORTHERLY LINE OF SAID
BOND LANDS AND THE 61.7701 ACRE TRACT CONVEYED TO PEWAMO, LTD., BY DEED OF RECORD
IN OFFICIAL RECORD 579, PAGE 727, TO THE COMMON CORNER OF SAID ORIGINAL 37.998 AND
5.240 ACRE TRACTS, BEING 12.38 FEET RIGHT OF CENTERLINE STATION 20+88.76;
EXHIBIT A Page 2 of 3
RX 270 PID 80748
Rev. 09/06 PARCEL 65-SH 1
CTY-RTE-SEC iJNI-161-12.98
Version Date 04/02/07
THENCE NORTH 04 DEG. 38 MIN. 27 SEC. WEST, A DISTANCE OF 85.40 FEET (PASSING A
CONCRETE RIGHT-OF-WAY MONUMENT FOUND AT A DISTANCE OF 49.23 FEET) ALONG THE
COMMON LINE OF SAID ORIGINAL 37.998 AND 5.240 ACRE TRACTS, TO AN IRON PIN SET ON A
CURVE IN THE NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE ]61, BEING 70.00 FEET
LEFT OF CENTERLINE STATION 21+11.37, AND BEING THE POINT OF TRUE BEGINNING OF THE
HEREIN DESCRIBED PARCEL 65-SHI;
THENCE CONTINUING NORTH 04 DEG. 38 MIN. 27 SEC. WEST, A DISTANCE OF 20.75 FEET
ALONG SAID COMMON LINE OF SAID ORIGINAL 37.998 AND 5.240 ACRE TRACTS TO A POINT IN
THE NORTHERLY LINE OF THE HEREIN DESCRIBED STANDARD HIGHWAY EASEMENT, BEING 90.00
FEET LEFT OF CENTERLINE STATION 21+16.97;
THENCE THE FOLLOWING FIVE (S) COURSES AND DISTANCES ALONG THE NORTHERLY
LINE OF THE HEREIN DESCRIBED STANDARD HIGHWAY EASEMENT, AND ACROSS SAID ORIGINAL
37.998 ACRE TRACT;
] . THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 5639.58 FEET, A
CENTRAL ANGLE OF O1 DEG. 38 MIN. S3 SEC., AN ARC LENGTH OF 162.23 FEET, THE
CHORD TO WHICH BEARS NORTH 69 DEG. OS MIN. 31 SEC. EAST, A CHORD
DISTANCE OF ] 62.22 FEET, TO A POINT OF TANGENCY, BEING 90.00 FEET LEFT OF
CENTERLINE STATION 22+81.78;
2. THENCE NORTH 68 DEG. 16 MIN. 04 SEC. EAST, A DISTANCE OF 667.22 FEET TO A
POINT, BEING 90.00 FEET LEFT OF CENTERLINE STATION 29+49.00;
3. THENCE NORTH 62 DEG. 33 MIN. 26 SEC. EAST, A DISTANCE OF 93.54 FEET TO A
POINT, BEING 99.31 FEET LEFT OF CENTERLINE STATION 30+42.09;
4. THENCE NORTH 29 DEG. 23 MIN. 19 SEC. EAST, A DISTANCE OF 134.01 FEET TO A
POINT, BEING 183.42 FEET LEFT OF CENTERLINE STATION 31+46.4 ];
S. THENCE NORTH 71 DEG. 1 ] MIN. 46 SEC. EAST, A DISTANCE OF 30.00 FEET TO AN
IRON PIN SET IN THE NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161,
BEING 181.89 FEET LEFT OF CENTERLINE STATION 31+76.37;
THENCE THE FOLLOWING FOUR (4) COURSES AND DISTANCES ALONG THE NEW
NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161, AND ACROSS SAID ORIGINAL 37.998
ACRE TRACT;
1. THENCE SOUTH 29 DEG. 23 MIN. 19 SEC. WEST, A DISTANCE OF 162.33 FEET TO AN
IRON PIN SET, BEING 80.00 FEET LEFT OF CENTERLINE STATION 30+50.00;
2. THENCE SOUTH 62 DEG. 33 MIN. 26 SEC. WEST, A DISTANCE OF ] OO.SO FEET TO AN
IRON PIN SET, BEING 70.00 FEET LEFT OF CENTERLINE STATION 29+50.00;
3. THENCE SOUTH 68 DEG. 16 MIN. 04 SEC. WEST, A DISTANCE OF 668.22 FEET TO AN
IRON PIN SET AT A POINT OF TANGENCY, BEING 70.00 FEET LEFT OF CENTERLINE
STATION 22+81.78;
4. THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF S6S9.S8 FEET, A
CENTRAL ANGLE OF O 1 DEG. 42 MIN. 1 S SEC., AN ARC LENGTH OF 168.33 FEET, THE
CHORD TO WHICH BEARS SOUTH 69 DEG. 07 MIN. 12 SEC. WEST, A CHORD
DISTANCE OF 168.32 FEET, TO THE POINT OF TRUE BEGINNING OF THE HEREIN
DESCRIBED PARCEL 65-SH1, CONTAINING 0.495 ACRES, MORE OR LESS, OF WHICH
THE PRESENT ROAD OCCUPIES 0.000 ACRES, MORE OR LESS.
RX 270
Rev. 09/06
EXHIBIT A
PID
PARCEL
CTY-RTE-SEC
Version Date
Page 3 of 3
80748
65-SH 1
UNI-16]-12.98
04/02/07
OF THE ABOVE DESCRIBED AREA, 0.495 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 15-0031018.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00-
025.000.
ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN
ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES.
ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF STATE ROUTE 161, UNLESS OTHERWISE SHOWN.
THE BEARINGS FOR THE UNI-161-12.98 PROJECT ARE BASED UPON STATE PLANE GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED
USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72",
"FRANK 172", "FCGS 5536", AND "FCGS 5534".
THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191,
AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006
BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID SURVEYOR.
GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD IN OFFICIAL RECORD 95, PAGE
346, OF THE RECORDER' S OFFICE, UNION COUNTY, OHIO.
A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF.
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R. D. ZANDE AND ASSOCIATES, INC.
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REGISTERED SURVEYOR NO. 7191 DATE
RX 270
Rev. 09/06
EXHIBIT
Page 1 of 3
PID 80748
PARCEL 65-SH2
CTY-RTE-SEC UNI-161-]2.98
Version Date 04/04/07
PARCEL 65-SH2
UNI-161-12.98
PERPETUAL EASEMENT FOR HIGHWAY PURPOSES
WITHOUT LIMITATION OF EXISTING ACCESS RIGHTS
An exclusive perpetual easement for public highway and road purposes, including, but not limited to
any utility construction, relocation and/or utility maintenance work deemed appropriate by the State of
Ohio, Department of Transportation, its successors and assigns forever.
Grantor/Owner, for himself and his heirs, executors, administrators, successors and assigns, reserves all
existing rights of ingress and egress to and from any residual area (as used herein, the expression
"Grantor/Owner" includes the plural, and words in the masculine include the feminine or neuter).
(Surveyor's description of the premises follows]
SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN
VIRGINIA MILITARY SURVEY NO. 6748, BEING A PART OF THE ORIGINAL 37.998 ACRE TRACT
CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 95, PAGE
346, RECORDS OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEING A PARCEL OF LAND LYING ON THE LEFT SIDE OF THE CENTERLINE OF RIGHT-OF-
WAY AND CONSTRUCTION OF STATE ROUTE 161, AS ESTABLISHED BY A SURVEY MADE BY R.D.
ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN AND THE OHIO DEPARTMENT OF
TRANSPORTATION IN 2005 AND 2006, AND BEING LOCATED WITHIN THE FOLLOWING DESCRIBED
BOUNDARY POINTS OF PARCEL 65-SH2;
BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF
HYLAND-CROY ROAD (COUNTY ROAD 2), AT A COMMON CORNER OF VIRGINIA MILITARY
SURVEYS 6420 AND 6748;
THENCE SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 2309.19 FEET ALONG SAID
COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, TO AN IRON PIN SET IN THE
EXISTING WESTERLY RIGHT-OF-WAY LINE OF INDUSTRIAL PARKWAY (COUNTY ROAD 1);
THENCE CONTINUING SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 435.64 FEET
ALONG SAID COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, TO A STONE FOUND
AT A COMMON CORNER OF THE 4.653 ACRE TRACT CONVEYED TO JOHN L. WIRCHAINSKI BY
DEED OR RECORD IN DEED BOOK 305, PAGE 88 AND THE ORIGINAL 5.000 ACRE TRACT CONVEYED
TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 144, PAGE 334, BEING
AN ANGLE POINT IN THE NORTHERLY LINE OF THE 1.124ACRE TRACT CONVEYED TO THE ASMAN
LAND CO., LTD., BY DEED OF RECORD IN OFFICIAL RECORD 140, PAGE 154;
THENCE SOUTH 84 DEG. 04 MIN. 54 SEC. WEST, A DISTANCE OF 22.94. FEET ALONG SAID
COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, AND THE COMMON LINE OF SAID
ORIGINAL 5.000 AND 1.124 ACRE TRACTS TO A POINT AT THE COMMON CORNER OF SAID
ORIGINAL 5.000 AND 1.124 ACRE TRACTS, SAID POINT BEING LOCATED SOUTH 04 DEG. 00 MIN. 48
SEC. EAST, A DISTANCE OF 0.13 FEET FROM AN IRON PIN FOUND;
THENCE SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 10.53 FEET ALONG A
COMMON LINE OF SAID ORIGINAL 5.000 AND 1.124 ACRE TRACTS TO AN IRON PIN SET AT A POINT
OF TANGENCY IN THE NEW EASTERLY RIGHT-OF-WAY LINE OF RELOCATED INDUSTRIAL
PARKWAY, BEING 69.68 FEET RIGHT OF RELOCATED INDUSTRIAL PARKWAY CENTERLINE
STATION 18+73.33;
EXHIBIT A Page 2 of 3
RX 270 PID 80748
Rev. 09/06 PARCEL 65-SH2
CTY-RTE-SEC LTNI-161-12.98
Version Date 04/04/07
THENCE SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 566.59 FEET ALONG THE
EASTERLY LINE OF SAID ORIGINAL 5.000 AND 37.998 ACRE TRACTS, AND THE WESTERLY LINES
OF SAID 1.124 ACRE TRACT AND THE ORIGINAL 3.015 ACRE TRACT CONVEYED TO JOHN L.
VICKERS BY DEED OF RECORD IN OFFICIAL RECORD 378, PAGE 869, TO A POINT IN THE
NORTHERLY LINE OF THE HEREIN DESCRIBED STANDARD HIGHWAY EASEMENT, BEING 118.94
FEET LEFT OF CENTERLINE STATION 35+21.01; SAID POINT BEING THE POINT OF TRUE
BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-SH2;
THENCE CONTINUING SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 20.36 FEET
ALONG THE COMMON LINE OF SAID ORIGINAL 37.998 AND 3.015 ACRE TRACTS, TO AN IRON PIN
SET IN THE NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE ]61, BEING 100.00 FEET LEFT
OF CENTERLINE STATION 35+13.55; SAID IRON PIN SET BEING LOCATED NORTH 04 DEG. 00 MIN. 48
SEC. WEST, A DISTANCE OF 34.17 FEET FROM AN IRON PIN FOUND;
THENCE NORTH 83 DEG. 14 MIN. 45 SEC. WEST, A DISTANCE OF l 11.25 FEET ALONG THE
NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161, AND ACROSS SAID ORIGINAL 37.998
ACRE TRACT TO AN IRON PIN SET AT THE INTERSECTION OF SAID NEW NORTHERLY RIGHT-OF-
WAY LINE OF STATE ROUTE 161 AND THE NEW EASTERLY RIGHT-OF-WAY LINE OF RELOCATED
INDUSTRIAL PARKWAY; SAID IRON PIN BEING 159.37 FEET LEFT OF CENTERLINE STATION
34+19.47;
THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ACROSS SAID ORIGINAL
37.998 ACRE TRACT;
]. THENCE NORTH 71 DEG. ] 1 MIN. 46 SEC. EAST, A DISTANCE OF 46.36 FEET TO AN
ANGLE POINT, BEING 153.96 FEET LEFT OF CENTERLINE STATION 34+65.51;
2. THENCE SOUTH 83 DEG. 14 MIN. 45 SEC. EAST, A DISTANCE OF 65.62 FEET TO THE
POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-SH2,
CONTAINING 0.041 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD
OCCUPIES 0.000 ACRES, MORE OR LESS.
OF THE ABOVE DESCRIBED AREA, 0.041 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL IS-0031018.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00-
025.000.
ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN
ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES, UNLESS
OTHERWISE STATED.
ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF STATE ROUTE 161, UNLESS OTHERWISE SHOWN.
THE BEARINGS FOR THE UNI-161-12.98 PROJECT ARE BASED UPON STATE PLANE GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED
USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72",
"FRANK 172", "FCGS 5536", AND "FCGS 5534".
THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191,
AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006
BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID SURVEYOR.
RX 270
Rev. 09/06
F,XHiRiT A
PID
PARCEL
CTY-RTE-SEC
Version Date
Page 3 of 3
80748
65-SH2
lJN]- ] 61-12.98
04/04/07
GRANTOR CLAIMS TITLE BY THE INSTRUMENTS OF RECORD IN OFFICIAL RECORD 95,
PAGE 346, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO.
A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF.
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R. D. ZANDE AND ASSOCIATES, INC.
GISTERED SURVEYOR NO. 7191 DATE
Page 1 of 4
RX 282 PID 80748
Rev. 09/06 PARCEL 65-U 1
CTY-R7'E-SEC UNI-161-12.98
Version Date 07/13/07
PARCEL 65-U1
UNI-161-12.98
PERPETUAL EASEMENT FOR UTILITY PURPOSES
IN THE NAME AND FOR THE USE OF
CITY OF DUBLIN
A perpetual easement for general utility and drainage purposes.
(Surveyor's descriation of the premises follows
SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN
VIRGINIA MILITARY SURVEYS NO. 6420 AND 6748, BEING A PART OF THE ORIGINAL 37.998 AND
5.000 ACRE TRACTS CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEEDS OF RECORD IN
OFFICIAL RECORD 95, PAGE 346 AND OFFICIAL RECORD 144, PAGE 334, RESPECTIVELY, RECORDS
OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEING A PARCEL OF LAND LYING ON THE LEFT SIDE OF THE CENTERLINE OF RIGHT-OF-
WAY AND CONSTRUCTION OF RELOCATED INDUSTRIAL PARKWAY, AS ESTABLISHED BY A
SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN AND THE OHIO
DEPARTMENT OF TRANSPORTATION IN 2005 AND 2006, AND BEING LOCATED WITHIN THE
FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 65-U1;
BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF
HYLAND-CROY ROAD (COUNTY ROAD 2), AT A COMMON CORNER OF VIRGINIA MILITARY
SURVEYS 6420 AND 6748;
THENCE SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 2309.19 FEET ALONG SAID
COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, TO AN IRON PIN SET IN THE
EXISTING WESTERLY RIGHT-OF-WAY LINE OF INDUSTRIAL PARKWAY (COUNTY ROAD 1);
THENCE CONTINUING SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 435.64 FEET
ALONG SAID COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, TO A STONE FOUND
AT A COMMON CORNER OF THE 4.653 ACRE TRACT CONVEYED TO JOHN L. WIRCHAINSKI BY
DEED OR RECORD IN DEED BOOK 305, PAGE 88 AND SAID ORIGINAL 5.000 ACRE TRACT, BEING AN
ANGLE POINT IN THE NORTHERLY LINE OF THE 1.124 ACRE TRACT CONVEYED TO THE ASMAN
LAND CO., LTD., BY DEED OF RECORD IN OFFICIAL RECORD 140, PAGE 154; SAID STONE BEING
82.24 FEET RIGHT OF CENTERLINE STATION 18+95.60;
THENCE SOUTH 84 DEG. 04 MIN. 54 SEC. WEST, A DISTANCE OF 22.94 FEET ALONG THE
COMMON LINE OF SAID VIRGINIA MILITARY SURVEYS 6420 AND 6748, TO A COMMON CORNER OF
SAID ORIGINAL 5.000 AND 1.124 ACRE TRACTS; SAID POINT BEING LOCATED SOUTH 04 DEG. 00
MIN. 48 SEC. EAST, A DISTANCE OF 0.13 FEET FROM AN IRON PIN FOUND;
THENCE CONTINUING SOUTH 84 DEG. 04 MIN. 54 SEC. WEST, A DISTANCE OF 142.43 FEET
ALONG THE COMMON LINE OF SAID VIRGINIA MILITARY SURVEYS 6420 AND 6748, AND ACROSS
SAID ORIGINAL 5.000 ACRE TRACT, TO A POINT IN THE NEW WESTERLY RIGHT-OF-WAY LINE OF
RELOCATED INDUSTRIAL PARKWAY, BEING 52.59 FEET LEFT OF CENTERLINE RELOCATED
INDUSTRIAL PARKWAY STATION 18+02.37, AND BEING THE POINT OF TRUE BEGINNING OF THE
HEREIN DESCRIBED PARCEL 65-U1;
EXHIBIT
RX 282
Rev. 09/06
EXHIBIT A
PID
PARCEL
CTY-RTE-SEC
Version Date
Page 2 of 4
80748
65-U 1
UNI-161-12.98
07/13/07
THENCE THE FOLLOWING FIVE (5) COURSES AND DISTANCES ALONG THE NEW WESTERLY
RIGHT-OF-WAY LINES OF RELOCATED INDUSTRIAL PARKWAY, AND ACROSS SAID ORIGINAL 5.000
AND 37.998 ACRE TRACTS;
1. THENCE SOUTH 21 DEG. 09 MIN. 33 SEC. WEST, A DISTANCE OF 77.57 FEET TO AN
IRON PIN SET, BEING 47.00 FEET LEFT OF CENTERLINE STATION 17+25.00;
2. THENCE SOUTH 25 DEG. l7 MIN. 32 SEC. WEST, A DISTANCE OF 137.02 FEET TO AN
IRON PIN SET AT A POINT OF TANGENCY, BEING 47.00 FEET LEFT OF CENTERLINE
STATION 15+87.98;
3. THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 579.98 FEET, A
CENTRAL ANGLE OF 20 DEG. 04 MIN. 24 SEC., AN ARC LENGTH OF 203.20 FEET, THE
CHORD TO WHICH BEARS SOUTH 1 S DEG. 1 S MIN. 20 SEC. WEST, A CHORD
DISTANCE OF 202.16 FEET, TO AN IRON PIN SET, BEING 47.00 FEET LEFT OF
CENTERLINE STATION ]4+01.25;
4. THENCE SOUTH 15 DEG. O1 MIN. 35 SEC. WEST, A DISTANCE OF SS.S6 FEET TO AN
IRON PIN SET, BEING 59.00 FEET LEFT OF CENTERLINE STATION ] 3+S 1.89;
S. THENCE SOUTH 02 DEG. 0] MIN. 00 SEC. EAST, A DISTANCE OF 198.42 FEET TO AN
IRON PIN SET (3/4 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN ALUMINUM
CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES) IN THE NEW
NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161, BEING 85.00 FEET LEFT OF
CENTERLINE STATION 11+77.78;
THENCE SOUTH 71 DEG. 11 MIN. 46 SEC. WEST, A DISTANCE OF 30.00 FEET ALONG THE
NORTHERLY LINE OF A NEW STANDARD HIGHWAY EASEMENT (PARCEL 65-SH1), AND ACROSS
SAID ORIGINAL 37.998 ACRE TRACT, TO A POINT BEING 115.00 FEET LEFT OF CENTERLINE
STATION 11+77.78;
THENCE THE FOLLOWING EIGHT (8) COURSES AND DISTANCES ACROSS SAID ORIGINAL
37.998 AND 5.000 ACRE TRACTS;
1. THENCE NORTH 09 DEG. 17 MIN. 39 SEC. WEST, A DISTANCE OF 177.80 FEET TO A
POINT, BEING 1 10.00 FEET LEFT OF CENTERLINE STATION 13+25.00;
2. THENCE NORTH 21 DEG. 18 MIN. ] 1 SEC. EAST, A DISTANCE OF 95.40 FEET TO A
POINT ON A CURVE, BEING 77.00 FEET LEFT OF CENTERLINE STATION 14+01.25;
3. THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 609.98 FEET, A
CENTRAL ANGLE OF 20 DEG. 04 MIN. 24 SEC., AN ARC LENGTH OF 213.71 FEET, THE
CHORD TO WHICH BEARS NORTH 1 S DEG. 1 S MIN. 20 SEC. EAST, A CHORD
DISTANCE OF 212.61 FEET, TO A POINT BEING 77.00 FEET LEFT OF CENTERLINE
STATION 15+87.98;
4. THENCE SOUTH 64 DEG. 42 MIN. 28 SEC. EAST, A DISTANCE OF 10.00 FEET TO A
POINT BEING 67.00 FEET LEFT OF CENTERLINE STATION I5+87.98;
S. THENCE NORTH 25 DEG. 17 MIN. 32 SEC. EAST, A DISTANCE OF 136.30 FEET TO A
POINT BEING 67.00 FEET LEFT OF CENTERLINE STATION 17+24.28;
6. THENCE NORTH 21 DEG. 09 MIN. 33 SEC. EAST, A DISTANCE OF 106.67 FEET TO A
POINT OF CURVATURE, BEING 75.61 FEET LEFT OF CENTERLINE STATION 18+24.04;
EXHIBIT A Page 3 of 4
R}( 2g2 PID 80748
Rev. 09/06 PARCEL 65-U 1
CTY-RTE-SEC LJNI-161-12.98
Version Date 07/13/07
7. THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 40.00 FEET, A
CENTRAL ANGLE OF 94 DEG. 57 MIN. 44 SEC., AN ARC LENGTH OF 66.30 FEET, THE
CHORD TO WHICH BEARS NORTH 26 DEG. 19 MIN. 19 SEC. WEST, A CHORD
DISTANCE OF 58.96 FEET, TO A POINT OF COMPOUND CURVATURE, BEING 67.46
FEET RIGHT OF CENTERLINE EAST-WEST CONNECTOR ROAD STATION 48+49.23;
8. THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 438.00 FEET, A
CENTRAL ANGLE OF OS DEG. 40 MIN. 47 SEC., AN ARC LENGTH OF 43.42 FEET, THE
CHORD TO WHICH BEARS NORTH 76 DEG. 38 MIN. 34 SEC. WEST, A CHORD
DISTANCE OF 43.40 FEET TO A POINT BEING 65.95 FEET RIGHT OF CENTERLINE
EAST-WEST CONNECTOR ROAD STATION 48+00.00;
THENCE NORTH 08 DEG. 32 MIN. 09 SEC. EAST, A DISTANCE OF 20.01 FEET ACROSS SAID
ORIGINAL 5.000 ACRE TRACT, TO AN IRON PIN SET IN THE NEW SOUTHERLY RIGHT-OF-WAY LINE
OF SAID EAST-WEST CONNECTOR ROAD, BEING 45.94 FEET RIGHT OF CENTERLINE STATION
48+00.00;
THENCE ALONG THE NEW SOUTHERLY RIGHT-OF-WAY LINE OF SAID EAST-WEST
CONNECTOR ROAD, AND ACROSS SAID ORIGINAL 5.000 ACRE JEROME TRACT, WITH A CURVE TO
THE RIGHT, HAVING A RADIUS OF 458.00 FEET, A CENTRAL ANGLE OF OS DEG. 45 MIN. 58 SEC., AN
ARC LENGTH OF 46.09 FEET, THE CHORD TO WHICH BEARS SOUTH 76 DEG. 41 MIN. 10 SEC. EAST, A
CHORD DISTANCE OF 46.07 FEET, TO AN IRON PIN SET AT A POINT OF COMPOUND CURVATURE IN
THE NEW WESTERLY RIGHT-OF-WAY LINE OF RELOCATED INDUSTRIAL PARKWAY; SAID IRON
PIN BEING 129.76 FEET LEFT OF CENTERLINE RELOCATED INDUSTRIAL PARKWAY STATION
18+75.84;
THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ALONG THE NEW
WESTERLY RIGHT-OF-WAY LINE OF RELOCATED INDUSTRIAL PARKWAY;
THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 60.00 FEET, A
CENTRAL ANGLE OF 94 DEG. 57 MIN. 44 SEC., AN ARC LENGTH OF 99.44 FEET, THE
CHORD TO WHICH BEARS SOUTH 26 DEG. 19 MIN. 19 SEC.. EAST, A CHORD
DISTANCE OF 88.45 FEET, TO AN IRON PIN SET, BEING 55.87 FEET LEFT OF
CENTERLINE STATION 18+27.24;
2. THENCE SOUTH 21 DEG. 09 MIN. 33 SEC. WEST, A DISTANCE OF 29.82 FEET TO THE
POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-U1,
CONTAINING 0.548 ACRES, MORE OR LESS.
OF THE ABOVE DESCRIBED AREA, 0.307 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 15-0031018.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00-
025.000.
OF THE ABOVE DESCRIBED AREA, 0.241 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 15-0031018.200, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00-
025.004.
ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG, WITH A PLASTIC
CAP STAMPED "R.D. ZANDE", UNLESS OTHERWISE STATED.
ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF RELOCATED INDUSTRIAL PARKWAY, UNLESS
OTHERWISE SHOWN.
RX 282
Rev. 09/06
EXHIBIT A
PID
PARCEL
CTY-RTE-SEC
Version Date
Page 4 of 4
80748
65-U1
UNI-161-12.98
07/13/07
THE BEARINGS FOR THE UNI-161-12.98 PROJECT ARE BASED UPON STATE PLANE GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED
USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72",
"FRANK 172", "FCGS 5536", AND "FCGS 5534".
THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191,
AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006
BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID SURVEYOR.
GRANTOR CLAIMS TITLE BY THE INSTRUMENTS OF RECORD IN OFFICIAL RECORD 95,
PAGE 346 AND OFFICIAL RECORD 144, PAGE 334, OF THE RECORDER'S OFFICE, UNION COUNTY,
OHIO.
A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF.
.CtYlti Ol'C Pla,
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l~t~l:I:I~IYC!~~'Y.
R. D. ZANDE AND ASSOCIATES, INC.
REGISTERED SURVEYOR NO. 7191 DATE
EXHIBIT
Page 1 of 3
RX 282. PID 80748
Rev. 09/06 PARCEL 65-U2
CTY-RTE-SEC UNI-161-12.98
Version Date 04/05/07
PARCEL 65-U2
UNI-161-12.98
PERPETUAL EASEMENT FOR UTILITY PURPOSES
IN THE NAME AND FOR THE USE OF
CITY OF DUBLIN
A perpetual easement for general utility and drainage purposes.
[Surveyor's description of the premises follows]
SITUATED IN THE STATE OF OHIO, COUNTY OF UN10N, JEROME TOWNSHIP, LOCATED IN
VIRGINIA MILITARY SURVEYS NO. 6420 AND 6748, BEING A PART OF THE ORIGINAL 37.998 AND
5.000 ACRE TRACTS CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEEDS OF RECORD IN
OFFICIAL RECORD 95, PAGE 346 AND OFFICIAL RECORD 144, PAGE 334, RESPECTIVELY, RECORDS
OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEING A PARCEL OF LAND LYING ON THE RIGHT SIDE OF THE CENTERLINE OF RIGHT-OF-
WAY AND CONSTRUCTION OF RELOCATED INDUSTRIAL PARKWAY, AS ESTABLISHED BY A
SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN AND THE OHIO
DEPARTMENT OF TRANSPORTATION IN 2005 AND 2006, AND BEING LOCATED WITHIN THE
FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 65-U2;
BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF
HYLAND-CROY ROAD (COUNTY ROAD 2), AT A COMMON CORNER OF VIRGINIA MILITARY
SURVEYS 6420 AND 6748;
THENCE SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 2309.19 FEET ALONG SAID
COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, TO AN IRON PIN SET IN THE
EXISTING WESTERLY RIGHT-OF-WAY LINE OF INDUSTRIAL PARKWAY (COUNTY ROAD 1);
THENCE CONTINUING SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 435.64 FEET
ALONG SAID COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, TO A STONE FOUND
AT A COMMON CORNER OF THE 4.653 ACRE TRACT CONVEYED TO JOHN L. WIRCHAINSKI BY
DEED OR RECORD IN DEED BOOK 305, PAGE 88 AND SAID ORIGINAL 5.000 ACRE TRACT, BEING AN
ANGLE POINT IN THE NORTHERLY LINE OF THE 1.124 ACRE TRACT CONVEYED TO THE ASMAN
LAND CO., LTD., BY DEED OF RECORD IN OFFICIAL RECORD 140, PAGE 154; SAID STONE BEING
82.24 FEET RIGHT OF CENTERLINE STATION 18+95.60;
THENCE SOUTH 84 DEG. 04 MIN. 54 SEC. WEST, A DISTANCE OF 22.94 FEET ALONG SAID
COMMON LINE OF VIRGINIA MILITARY SURVEYS 6420 AND 6748, AND THE COMMON LINE OF SAID
ORIGINAL 5.000 AND 1.124 ACRE TRACTS TO A POINT AT THE COMMON CORNER OF SAID
ORIGINAL 5.000 AND 1.124 ACRE TRACTS, BEING 63.74 FEET RIGHT OF CENTERLINE STATION
] 8+82.03; SAID POINT BEING LOCATED SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 0.13
FEET FROM AN IRON PIN FOUND;
THENCE SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 10.53 FEET ALONG A
COMMON LINE OF SAID ORIGINAL 5.000 AND 1.124 ACRE TRACTS TO AN IRON PIN SET AT A POINT
OF TANGENCY IN THE NEW EASTERLY RIGHT-OF-WAY LINE OF RELOCATED INDUSTRIAL
PARKWAY, BEING 69.68 FEET RIGHT OF CENTERLINE STATION 18+73.33, AND BEING THE POINT
OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-U2;
EXHIBIT A Page 2 of 3
RX 282 PID 80748
Rev. 09/06 PARCEL 65-U2
CTY-RTE-SEC UNI-16]-12.98
Version Date 04/05/07
THENCE SOUTH 04 DEG. 00 MIN. 48 SEC. EAST, A DISTANCE OF 21.94 FEET ALONG A
COMMON LINE OF SAID ORIGINAL 5.000 AND 1.124 ACRE TRACTS TO A POINT, BEING 82.06 FEET
RIGHT OF CENTERLINE STATION ] 8+55.22;
THENCE THE FOLLOWING SEVEN (7) COURSES AND DISTANCES ACROSS SAID ORIGINAL
5.000 AND 37.998 ACRE TRACTS;
1. THENCE SOUTH 41 DEG. 48 MIN. 42 SEC. WEST, A DISTANCE OF 41.28 FEET TO A
POINT, BEING 73.38 FEET RIGHT OF CENTERLINE STATION 18+08.28;
2. THENCE SOUTH 28 DEG. 57 MIN. 32 SEC. WEST, A DISTANCE OF 84.09 FEET TO A
POINT, BEING 68.00 FEET RIGHT OF CENTERLINE STATION 17+24.36;
3. THENCE SOUTH 25 DEG. 17 MIN. 32 SEC. WEST, A DISTANCE OF ]36.38 FEET TO A
POINT, BEING 68.00 FEET RIGHT OF CENTERLINE STATION ] 5+87.98;
4. THENCE SOUTH 64 DEG. 42 MIN. 28 SEC. EAST, A DISTANCE OF 10.00 FEET TO A
POINT ON A CURVE, BEING 78.00 FEET RIGHT OF CENTERLINE STATION 15+87.98;
5. THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 454.98 FEET, A
CENTRAL ANGLE OF 22 DEG. 21 MIN. 27 SEC., AN ARC LENGTH OF ] 77.54 FEET, THE
CHORD TO WHICH BEARS SOUTH 14 DEG. 06 MIN. 49 SEC. WEST, A CHORD
DISTANCE OF 176.42 FEET, TO A POINT BEING 78.00 FEET RIGHT OF CENTERLINE
STATION 13+80.00;
6. THENCE SOUTH 25 DEG. 32 MIN. 26 SEC. EAST, A DISTANCE OF 137.19 FEET TO A
POINT, BEING 125.17 FEET RIGHT OF CENTERLINE STATION 12+20.00;
7. THENCE SOUTH 83 DEG. 14 MIN. 45 SEC. EAST, A DISTANCE OF 74.80 FEET TO A
POINT IN THE NORTHERLY LINE OF A NEW STANDARD HIGHWAY EASEMENT
(PARCEL 65-SH2); SAID POINT BEING 193.93 FEET RIGHT OF CENTERLINE STATION
11+77.78;
THENCE SOUTH 71 DEG. 11 MIN. 46 SEC. WEST, A DISTANCE OF 46.36 FEET ALONG THE
NORTHERLY LINE OF SAID NEW STANDARD HIGHWAY EASEMENT, AND ACROSS SAID ORIGINAL
37.998 ACRE TRACT, TO AN IRON PIN SET (3/4 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN
ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES) AT THE
INTERSECTION OF THE NEW NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161 WITH THE
NEW EASTERLY RIGHT-OF-WAY LINE OF RELOCATED INDUSTRIAL PARKWAY; SAID IRON PIN
BEING 147.58 FEET RIGHT OF CENTERLINE STATION 11+77.78;
THENCE THE FOLLOWING SIX (6) COURSES AND DISTANCES ALONG THE NEW EASTERLY
RIGHT-OF-WAY LINES OF RELOCATED INDUSTRIAL PARKWAY, AND ACROSS SAID ORIGINAL
37.998 AND 5.000 ACRE TRACTS;
1. THENCE NORTH 83 DEG. 24 MIN. 25 SEC. WEST, A DISTANCE OF 85.66 FEET TO AN
IRON PIN SET ON A CURVE, BEING 68.74 FEET RIGHT OF CENTERLINE STATION
12+20.00;
2. THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF ]70.00 FEET, A
CENTRAL ANGLE OF 35 DEG. 17 MIN. 49 SEC., AN ARC LENGTH OF 104.73 FEET, THE
CHORD TO WHICH BEARS NORTH 19 DEG. 41 MIN. 53 SEC. WEST, A CHORD
DISTANCE OF 103.08 FEET, TO AN IRON PIN SET AT A POINT OF COMPOUND
CURVATURE, BEING 48.00 FEET RIGHT OF CENTERLINE STATION 13+33.63;
THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 484.98 FEET, A
CENTRAL ANGLE OF 27 DEG. 20 MIN. 31 SEC., AN ARC LENGTH OF 231.44 FEET, THE
EXHIBIT A Page 3 of 3
RX 282 PID 80748
Rev. 09/06 PARCEL 65-U2
CTY-RTE-SEC UN1-161-12.98
Version Date 04/05/07
CHORD TO WHICH BEARS NORTH I1 DEG. 37 MIN. 17 SEC. EAST, A CHORD
DISTANCE OF 22925 FEET TO AN IRON PIN SET AT A POINT OF TANGENCY, BEING
48.00 FEET RIGHT OF CENTERLINE STATION 15+87.98;
4. THENCE NORTH 2S DEG. 17 MIN. 32 SEC. EAST, A DISTANCE OF 137.02 FEET TO AN
IRON PIN SET, BEING 48.00 FEET RIGHT OF CENTERLINE STATION 17+25.00;
THENCE NORTH 28 DEG. S7 MIN. 32 SEC. EAST, A DISTANCE OF 84.73 FEET TO AN
IRON PIN SET AT A POINT OF CURVATURE, BEING 53.42 FEET RIGHT OF
CENTERLINE STATION I8+09.56;
6. THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF ]08.36 FEET, A
CENTRAL ANGLE OF 32 DEG. 46 MIN. 04 SEC., AN ARC LENGTH OF 61.97 FEET, THE
CHORD TO WHICH BEARS NORTH 4S DEG. 20 MIN. 34 SEC. EAST, A CHORD
DISTANCE OF 61.13 FEET, TO THE POINT OF TRUE BEGINNING OF THE HEREIN
DESCRIBED PARCEL 65-U2, CONTAINING 0.454 ACRES, MORE OR LESS.
OF THE ABOVE DESCRIBED AREA, 0.299 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL IS-0031018.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00-
025.000.
OF THE ABOVE DESCRIBED AREA, O.15S ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 15-0031018.200, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00-
025.004.
ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG, WITH A PLASTIC
CAP STAMPED "R.D. ZANDE", UNLESS OTHERWISE STATED.
ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF RELOCATED INDUSTRIAL PARKWAY, UNLESS
OTHERWISE SHOWN.
THE BEARINGS FOR THE UNI-161-12.98 PROJECT ARE BASED UPON STATE PLANE GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED
USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72",
"FRANK 172", "FCGS SS36", AND "FCGS 5534".
THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7]91,
AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006
BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID SURVEYOR.
GRANTOR CLAIMS TITLE BY THE INSTRUMENTS OF RECORD IN OFFICIAL RECORD 95,
PAGE 346 AND OFFICIAL RECORD 144, PAGE 334, OF THE RECORDER'S OFFICE, UNION COUNTY,
OHIO.
A DRAWING OF,T~IS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF.
Q -
- ±_, - R. D. ZANDE AND ASSOCIATES, INC.
f ~~,, ~~ c. ~~ ~> ° v~~~ ~`~" REGISTERED SURVEYOR NO. 7191 DATE
`<, V
.•,~~~ 'C1tdALS .~~
1<t~~11'~1y!.s C'.~~
EXHIBIT
X86 PID
j ~_
.ev. 09/06
PARCEL
CTY-RTE-SEC
Version Date
PARCEL 65-T
UNI-161-12.98
TEMPORARY EASEMENT FOR THE PURPOSE OF
PERFORMING THE WORK NECESSARY TO
CONSTRUCT DRIVE
FOR APPROXIMATELY 24 MONTHS FROM DATE OF ENTRY BY THE
STATE OF OHIO, DEPARTMENT OF TRANSPORTATION
Page 1 of 2
80748
65-T
tJNI-161-12.98
04/02/07
Surve or's descri tion of the remises follows
SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED 1N
VIRGINIA MILITARY SURVEY NO. 6748, BEING A PART OF THE ORIGINAL 37.998 ACRE TRACT
CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 95, PAGE
346, UNLESS OTHERWISE SHOWN, RECORDS OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO,
AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEING A PARCEL OF LAND LYING ON THE LEFT SIDE OF THE CENTERLINE OF RIGHT-OF-
WAY AND CONSTRUCTION OF STATE ROUTE 161, AS ESTABLISHED BY A SURVEY MADE BY R.D.
ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN AND THE OHIO DEPARTMENT OF
TRANSPORTATION IN 2005 AND 2006, AND BEING LOCATED WITHIN THE FOLLOWING DESCRIBED
BOUNDARY POINTS OF PARCEL 65-T;
BEGINNING FOR REFERENCE AT AN IRON PIN SET AT THE INTERSECTION OF THE NEW
NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 161 WITH THE COMMON LINE OF SAID
ORIGINAL 37.998 ACRE TRACT AND THE 5.240 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES,
LTD., BY DEED OF RECORD IN OFFICIAL RECORD 685, PAGE 188, BEING 70.00 FEET LEFT OF
CENTERLINE STATION 21+11.37;
THENCE NORTH 04 DEG. 38 MIN. 27 SEC. WEST, A DISTANCE OF 20.75 FEET ALONG SAID
COMMON LINE OF THE ORIGINAL 37.998 AND 5.240 ACRE TRACTS TO A POINT IN THE NORTHERLY
LINE OF A NEW STANDARD HIGHWAY EASEMENT (PARCEL 65-SH1), BEING 90.00 FEET LEFT OF
CENTERLINE STATION 21+16.97;
THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ALONG THE NORTHERLY
LINE OF SAID STANDARD HIGHWAY EASEMENT, AND ACROSS SAID ORIGINAL 37.998 ACRE
TRACT;
1. THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 5639.58 FEET, A
CENTRAL ANGLE OF O1 DEG. 38 MIN. 53 SEC., AN ARC LENGTH OF 162.23 FEET, THE
CHORD TO WHICH BEARS NORTH 69 DEG. OS MIN. 31 SEC. EAST, A CHORD
DISTANCE OF 162.22 FEET, TO A POINT OF TANGENCY, BEING 90.00 FEET LEFT OF
CENTERLINE STATION 22+81.78;
2. THENCE NORTH 68 DEG. ] 6 MIN. 04 SEC. EAST, A DISTANCE OF 278.21 FEET TO A
POINT, BEING 90.00 FEET LEFT OF CENTERLINE STATION 25+60.00, AND BEING THE
POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-T;
THENCE THE FOLLOWING THREE (3) COURSES AND DISTANCES ACROSS SAID 37.998 ACRE
TRACT;
1. THENCE NORTH O 1 DEG. 27 MIN. 59 SEC. EAST, A DISTANCE OF 76. ] 6 FEET TO A
POINT BEING 160.00 FEET LEFT OF CENTERLINE STATION 25+90.00;
2. THENCE NORTH 68 DEG. 16 MIN. 04 SEC. EAST, A DISTANCE OF 40.00 FEET TO A
POINT BEING 160.00 FEET LEFT OF CENTERLINE STATION 26+30.00;
EXHIBIT A
RX 286 Page 2 of 2
PID 80748
Rev. 09/06
PARCEL 65-T
CTY-RTE-SEC UNI-161-12.98
Version Date 04/02/07
3. THENCE SOUTH 44 DEG. 55 MIN. 51 SEC. EAST, A DISTANCE OF 76.16 FEET TO A
POINT IN THE NORTHERLY LINE OF SAID STANDARD HIGHWAY EASEMENT, BEING
90.00 FEET LEFT OF CENTERLINE STATION 26+60.00;
THENCE SOUTH 68 DEG. 16 MIN. 04 SEC. WEST, A DISTANCE OF 100.00 FEET TO THE POINT
OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 65-T, CONTAINING 0.1 12 ACRES, MORE
OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES 0.000 ACRES, MORE OR LESS.
OF THE ABOVE DESCRIBED AREA, 0.112 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 15-0031018.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146-00-00-
025.000.
ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN
ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES.
ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF STATE ROUTE 161, UNLESS OTHERWISE SHOWN.
THE BEARINGS FOR THE UNI-161-12.98 PROJECT ARE BASED UPON STATE PLANE GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED
USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72",
"FRANK 172", "FCGS 5536", AND "FCGS 5534".
THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191,
AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006
BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID SURVEYOR.
GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD IN OFFICIAL RECORD 95, PAGE
346, OF THE RECORDER' S OFFICE, UNION COUNTY, OHIO.
THIS TEMPORARY EASEMENT IS FOR THE PURPOSE OF PERFORMING THE WORK
NECESSARY TO CONSTRUCT A DRIVE.
A DRAWING~f~k'I~FPIi'S~D,FrSCRIPTION IS ATTACHED HERETO AND MADE PART TH
EREOF.
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