Resolution 69-11RECORD OF RESOLUTIONS
Dayton Legal Blank. Inc.. Foie No 30045
69 -11
Resolution No.
Passed 20
A RESOLUTION AUTHORIZING SETTLEMENT IN THE CITY OF
DUBLIN V. 3OHN L. WIRCHANSKI LITIGATION, CASE NO. 2008
CV 0535 IN THE UNION COUNTY COURT OF COMMON PLEAS
WHEREAS, the City of Dublin ( "Dublin "), on October 28, 2008, appropriated property
from John L. Wirchanski ( "Wirchanski ") through the Union County Courtof Common Pleas
in order to construct an interchange at U.S. Highway 33 and State Route 161 (the
"Project"); and
WHEREAS, Dublin appropriated three separate fee simple interests of 4.651 acres, more
or less, 13.407 acres, more or less, and 1.745 acres, more or less (the "Appropriated
Property") as set forth in the legal descriptions attached to this Resolution and labeled as
Exhibits "A ", "B" and "C; and
WHEREAS, Dublin initially appraised the Appropriated Property at a value of Six Million
Eight Hundred Eighty -One Thousand One Hundred Twenty -Eight Dollars ($6,881,128);
and
WHEREAS, Dublin and Wirchanski have agreed to a settlement in Case No. 2008 CV
0535, whereby Dublin will compensate Wirchanski an additional One Million Three
Hundred Sixty-Eight Thousand Eight Hundred Seventy -Two Dollars ($1,368,872) for the
Appropriated Property, as well as One Hundred Thirty-One Thousand Dollars ($131,000)
to be paid to Wirchanski for legal fees incurred by Wirchanski during the abandonment
proceedings in this litigation.
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Dublin, State of
Ohio, . ,a of the elected members concurring that:
Section 1. The City Manager and Law Director are hereby authorized to settle the
Dublin v. Wirchanski litigation, Case No. 2008 CV 0535 in the Union County Court of
Common Pleas.
Section 2. Dublin shall acquire the Appropriated Property for an additional One Million
Three Hundred Sixty -Eight Thousand Eight Hundred Seventy -Two Dollars ($1,368,872)
over and above the Six Million Eight Hundred Eighty -One Thousand One Hundred Twenty -
Eight Dollars ($6,881,128) already paid to Wirchanski for the Appropriated Property, and
shall further compensate Wirchanski in the amount of One Hundred Thirty -One Thousand
Dollars ($131,000) for legal fees incurred by Wirchanski during the abandonment
proceedings in this litigation.
Section 3. Dublin shall be bound by all other terms of a negotiated and agreed upon
Settlement Entry between Dublin and Wirchanski.
Section 4. This Resolution shall be effective upon passage in accordance with Section
4.04(a) of the Revised Charter.
Passed this L=1_— day of 2011.
Mayor - Pr i ling Officer
ATTEST:
Clerk of Council
Office of the City Manager
City of Dublin Pho n ne: 614 - 1 410.4400 • Fax: b 6 14 - 10 -449 0 43017-1090
Memo
To: Members of Dublin City Council
From: Marsha I. Grigsby, City Manager \ -
Stephen J. Smith, Director of Law
Date: December 8, 2011
Re: Resolution 69 -11— Authorizing the Settlement of the Eminent Domain Lawsuit
between the City of Dublin and John L. Wirchanski
Summary
Resolution 69 -11 authorizes the settlement of the eminent domain lawsuit between the City of
Dublin (the City) and John L. Wirchanski ( Wirchanski).
The City commenced an eminent domain lawsuit against Wirchanski on October 28, 2008. The
City pursued three separate takes in furtherance of the construction of the interchange at US
Route 33 /State Route 161 /Post Road ("33 /161 /Post Project'. The three separate takes, the
acreages involved, and the funds deposited, based on the City's appraisals, are:
Parcel 71 -WD: 4.651 acres $1,630,002
Parcel 91 -WL: 13.407 acres $4,982,599
Parcel 92 -WL: 1.745 acres $ 268,527
The 33/161 /Post Project was to have been implemented in three phases. Phases 1 and 2, the
relocation of Liggett Road and the relocation of Industrial Parkway and improvements to State
Route 161, respectively, have been completed. Phase 3, the construction of the interchange has
been indefinitely deferred.
In early 2010, with knowledge that Phase 3 would not be moving forward, the City received
Wirchanski's appraisal reports, valuing the takes approximately $5 million higher than the City's
appraisals. Faced with the prospect of paying compensation far in excess of the funds deposited
for property the City did not immediately need, the City invoked its statutory right to abandon
Parcel 91 -WL and Parcel 92 -WL pursuant to Ohio Revised Code §163.21. Parcel 71 could not be
abandoned as the City had demolished a structure located on that Parcel and utilized the Parcel for
the relocation of Industrial Parkway. On April 21, 2010, the City filed in the Union County Court of
Common Pleas its notice of partial abandonment, which was opposed by Wirchanski. A two -day
evidentiary hearing was held, and on August 19, 2010, the court issued its findings that, while the
City could abandon Parcel 92 -WL, it could not abandon Parcel 91 -WL based upon its conclusion
that the City, in performing preliminary site work, had taken possession of that Parcel. The case
was appealed to the Third District Court of Appeals, which affirmed the trial court's decision. The
Appellate Court remanded the case to the trial court, which set a trial date of December 5, 2011 to
determine "just compensation" due Wirchanski for Parcels 71 -WD and 91 -WL.
Prior to commencing extensive pre -trial discovery, the parties agreed to conduct a mediation
hearing on September 20, 2011. The mediation hearing was not successful in reaching an
Memo re: Resolution 69 -11
December 8, 2011
Page 2 of 2
agreement on compensation for the Parcels. Union County Common Pleas Court Judge Fraser
convened two subsequent conferences on October 12 and November 1, 2011. At the November
conference, the parties agreed in principal to the following settlement terms:
1. The City would pay to Wirchanski as compensation for Parcels 71 -WD, 91 -WL and 92-
WL the total sum of $8,250,000, resulting in an additional deposit of $1,368,872 in
incremental dollars over and above the 2008 deposit of $6,881,128.
2. The City would pay to Wirchanski $131,000 for legal fees associated with the
abandonment proceedings.
3. The City would agree to ultimately transfer title to all three parcels to the Ohio
Department of Transportation or Union County as appropriate.
4. The City would agree to stake the boundaries of Parcel 91 -WL.
5. The City would agree to mow or otherwise remove weeds on the acquired portion of
Parcel 91 -WL, which might impair Wirchanski's farming operation on the remainder of
Parcel 91 -WL.
The interchange project is not included in the City's current 2012 -2016 Capital Improvements
Program; however, at some point in the future, the interchange will need to be improved.
Settlement of the case will result in the acquisition of the necessary right -of -way needed for the
future project and eliminate the uncertainty of a trial.
Recommendation
Staff recommends approval of Resolution 69 -11 at the December 12, 2011 City Council meeting.
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City of Dublin Location Map
[:EXHIBIT
Page 1 of 2
RX 250 PID 80748
Rev. 09/06 PARCEL 71 -WD
CTY- RTE - SEC UNI- 161 -12.98
Version Date 01/09/08
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).
[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 ALL OF THE 4.653 ACRE TRACT (TRACT II)
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 RAU -ROAD 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 II; 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 H 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 11
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 II 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 Page 2 of 2
RX 250 PID 80748
Rev. 09/06 PARCEL 71 -WD
CTY -RTE -SEC UN I- 161 -12.98
Version Date 01/09/08
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 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.
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RICHARD P. NUMBER DELTA ANG. RADIUS ARC LEN CHORD DIRECTION CHORD
ALEXIS JOAN PRINCE C 1 162 8" 6183.83' 250.56' S 30'29'40" E 250.55'
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LAND CO., LTD. \
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ASSOCIATES, LTD.
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70 LAWRENCE HALL,
HEIRS & ASSIGNS
17- 0031031.
D.B. 166, PG. 263
MONUMENT LEGEND
Z R.R.S. FOUND
REBAR FOUND
O IRON PIN FOUND
O R/W MONUMENT FOUND
B STONE FOUND
• 3/4" IRON PIN SET
BASIS OF BEARINGS
THE BEARINGS FOR THE REI=TED INDUSTRIAL
PARKWAY PROJECT ARE BUSED UPON STATE PLANE GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH
ZONE, NAD 83 (66). AS MEASURED DING G.P.S.
METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S
c STATIONS 'FRANK 72'. "FRANK 172'. 'FOGS 5536'. AND
'FCGS 5534.
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PARCEL 71 —WD
RELOC. INDUSTRIAL PARKWAY
COUNTY OF UNION, JMOHS T"., OHIO
VIRGINIA IflUTARY SURVIff 6420
0 200 400
SCALE IN FEET
Prepared By
Stantec Consulting Services, Inc.
(formerly R.D. Zande do Associates, Inc.)
1500 lake Shore Drive, Suite 100
Columbus, Ohio 43204
Phone: (814) 486 -4383
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15- 0031018.200
C 5.000 ACRES
O.R. 144, PG. 334
70 LAWRENCE HALL,
HEIRS & ASSIGNS
17- 0031031.
D.B. 166, PG. 263
MONUMENT LEGEND
Z R.R.S. FOUND
REBAR FOUND
O IRON PIN FOUND
O R/W MONUMENT FOUND
B STONE FOUND
• 3/4" IRON PIN SET
BASIS OF BEARINGS
THE BEARINGS FOR THE REI=TED INDUSTRIAL
PARKWAY PROJECT ARE BUSED UPON STATE PLANE GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH
ZONE, NAD 83 (66). AS MEASURED DING G.P.S.
METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S
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PARCEL 71 —WD
RELOC. INDUSTRIAL PARKWAY
COUNTY OF UNION, JMOHS T"., OHIO
VIRGINIA IflUTARY SURVIff 6420
0 200 400
SCALE IN FEET
Prepared By
Stantec Consulting Services, Inc.
(formerly R.D. Zande do Associates, Inc.)
1500 lake Shore Drive, Suite 100
Columbus, Ohio 43204
Phone: (814) 486 -4383
"74E.,2f A'2w� ///A4
Registered Surveyor #7191 Dote
RX 252
Rev. 09/06
EXHIBIT
Page I of 4
PID 80748
PARCEL 91 -WL
CTY -RTE -SEC UNI -3 3 -24.87
Version Date 01/09/08
PARCEL 91 -WL
UNI -33 -24.87
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).
Survevor'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 LMTED 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;
1. 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;
2. 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;
3. 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;
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;
EXHIBIT A Page 2 of 4
RX 252 PID 80748
Rev. 09/06 PARCEL 91 -WL
CTY -RTE -SEC UN1 -33 -24.87
Version Date
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 I, 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 I, 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 I, 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 1322 +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 I, 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 4
RX 252 PID 80748
Rev. 09/06 PARCEL 91- WL
CTY -RTE -SEC UNI -33 -24.87
Version Date
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, 13.407 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 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 -24.87 PROJECT ARE BASED UPON STATE PLANE GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED
USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72 ",
"FRANK 172 ", "FCGS 5536 ", AND "FCGS 5534 ".
RX 252
Rev. 09/06
F.XTTTRIT A
Page 4 of 4
PID 80748
PARCEL 91 -WL
CTY -RTE -SEC UNI -33 -24.87
Version Date
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 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.
,%IIIIItI
'` ♦ ♦*
E OF
•, C) ,
STEVEN
• • N
• RADER
• 7199 w
.• F .
f` / � • G .• �, o �
,el" ZONAL
�
STANTEC CONSULTING SERVICES, INC.
(FORMERLY R. D. ZANDE AND ASSOCIATES, INC.)
REGISTERED SURVEYOR NO. 7191 DATE
21 D
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Ls � HI IT B
e-
EX RT - -
WELDON RD.
T.R. 4
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.)
0 JOHN L WIRCHAINSKI
91 17- 0031031 001
50.017 AC. TRACT 1)
D.B. 305, PG. 88
\ a -P
cP �y BB
r
SEE DETAIL
71 ��
\ 3 .77'
72 AA
75
6969 INDUSTRIAL
PARKWAY, LLC
1 C2-1/
1�
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1
0
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i
0
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� w
0
r
NUMBER
DIRECTION
DISTANCE
L1
N 00'57'56" E
127.23'
L2
N 2653'26" E
148.66'
L3
N 38' 12'02" E
291.55'
L4
N 24 E
183.85'
L5
N 02'47'37" E
174.64'
L6
N 10' 12'58" W
162.79'
L7
N 18'32'43" W
250.20'
LS
N 20'50'09" W
717.99'
L9
N 84!54'16 E
54.02'
L10
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"
1-17
N 37'46'12" W
145.66'
L18
N 52'13'48" E
126.64'
L19
N 00'57'56" E
1 1 42.03'
VJ 1 t/• \
c . 13.407 AC. (17- 0031031.001)
C o
N �r1
0.481 ACRE
L O R/W RELEASE
4'Z D.B. D.B. 295, PG. 467
0.398 ACRE
�" BB R/W RELEASE
v D.B. 295, PG. 556
Vi
1 ' \
x
RE
K RE
1 943.41 _
7 - - - - -- S 84'50'41" 1
w L
N
GHWgy � Fk Ir
227, pG. R W
Y� ncl Fr 3
i
O
V
A
�i
I
F -� J fRO
\Ff n_v
° 4 lp OV e N
MONUMENT LEGEND
Z R.R.S. FOUND
0 REBAR FOUND
O IRON PIN FOUND
O R/W MONUMENT FD
0 3/4" IRON PIN SET
A r R.R.S. SET
NUMBER
DELTA ANG.
I RADIUS JARC
LEN
I CHORD DIRECTION
CHORD
C1
12'58'28"
3767.72
853.19'
IS 14'20'55" E
851.37'
C2
0(737'57"
16138.83
67.78'
IN 38'14'29" W
67.78'
71 JOHN L WIRCHAINSKI 10 ADRIA LABORATORIES, INC.
4.653 ACRES D.B. 285, PG.
38
D.B. 305, PG. 88 THIS PARCEL LIES WITHIN
72 THE ASMAN ZONE "X" OF THE "FIRM"
L TD.
!1.5
� 90608 0150 B. WITH AN
2 ACRES
' sa 0 '
OR 140, PG. 157 EFFECTIVE DATE OF 9/27/91
STEVEN"".,
BASIS OF BEARINGS
ti
* E. a
R R
THE BEARINGS FOR THE UNI -33 -24.87 PROJECT ARE BASED UPON
FROM THE OHIO COORDINATE SYSTEM,
.�
STATE PLANE GRID BEARINGS
o
SOUTH ZONE, NAD 93 (86), AS MEASURED USING G.P.S. METHODS
'FRANK
e,tiee sTEpF,
=_as
THROUGH THE FRANKLIN COUNTY ENGINEER'S STATI0NS 72 .
'FRANK "EGGS "EGGS
o
172', 5536". AND 5534 .
;� ;"
AW
PARCEL 91 -WL
UNI -33 -24.87
COUNTY OF UNION, JEROME T"., OHIO
VIRGINIA N=ARY SURVEY 6748 & 6420
0 250 500
SCALE IN FEET
Prepared By
Stantec Consulting Services, Inc.
(formerly ]ZD. Zande do Associates, Inc.)
1500 lake Shore Drive, Suite 100
y Columbus, Ohio 43204
Phone: (614) 486 -4383
SAC 4 2i;.z. 25 111,4
Registered Surveyor J7191 Date
IRON PINS SET ARE
3/4" DIAMETER BY
30" LONG WITH AN
ALUMINUM CAP,
BEARING THE NAME
"ODOT R/W AND R.D.
ZANDE do ASSOC."
RX 252
Rev. 09/06
EXHIBIT
a co
Page 1 of 3
PID 90748
PARCEL 92 -WL
CTY- RTE -SEC UNI -33 -24.87
Version Date 05/09/07
PARCEL 92 -WL
UNI -33 -24.87
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 -24.87
Version Date 05/09/07
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
5 1, 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 163.54 FEET LEFT OF CENTERLINE STATION 1313 +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 -24.87
Version Date 05/09/07
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 -24.87 PROJECT ARE BASED UPON STATE PLANE GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED
USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72 ",
"FRANK 172 ", "FCGS 5536 ", AND "FCGS 5534 ".
THIS DESCRIPTION WAS PREPARED 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.
� F
! `� i /��." we •.. �. ° "s��`/ ,` �O
STEVEN
E. 7
°
° R. ADER
7191
F • �s a •y
r � �
J a
R. D. ZANDE AND ASSOCIATES, INC.
REGISTERED SURVEYOR NO. 7191 DATE
FRE- APPROVAL STAIN-Ti-
- Approved
j t Approved
F c) d Dr
I Pone Area A14V
Closure Off/
I in it ft. i a 1 Date —Ze--- O 7
�L not jnchj(':---
It ldrIP-iT19 Cornrnic,�z;. jo,
ro- val , zo I-
r�,
tXHIBIT B
EX R/W L6 — EX R/W
L11
EX R/W
DELTA ANG.
N 84'55'14'' E
EX R7
V M S 64_20_ I
---- Z--- - - - - -- VMS - 748 -Z
WELDON RD.
Cl
WELD ON RD. (UNIMPROVED)
50 7
f Qe 017 A
305 'o,. e� 9 91
P si
T.R. 4
D� 3 70 3
CZ a 3la fgQ
\� pC
w
-'
S
O STA TE OF OHI
I \ — O'BH227 ESMT. Ek R
N
Ln
1
— —! F� 32 W
139.62'
EX: LA R W
JOHN L WIRCHAINSKI
T
tS ;
1
- - - - -- DER`' � G1
�y =
OFE y
92 17- 0031039.001
0
21.887 AC. (TRACT 1)
°
D.B. 298, PG. 339
1.745
ACRES (GROSS)
ooyo L8
—0.005
ACRES (P.R.O.)
o�. o
1.740
ACRES (NET)
1.488
AC. (EX. CH. ESMT.)
TRI Co..
� w
.ry
o
r
C
92
-WL
POINT OF
JOHN L WIRCHAINSKI
91 17- 0031031.001
S
0
TRUE
� BEGINNING
50.017 AC. TRACT 1)
O o
`�_
P
D.B. 305, 88
�< '
m
C>
THIS PARCEL LIES WITHIN ZONE
'X'
OF THE "FIRM*
MB,U� EL W
863_60'
NO. 3 0BOB 0150
_ _ _ _ _ _
EFFECTIVE DATE OF 9/27/91
5 64'50'41 W
I.P.F.
Ff� 0.23' E 93
NUMBER
DIRECTION
DISTANCE
1 � `
�
L1
S 84'50'41" W
48.33'
f
��
DETAIL N.T.S.
L2
N 22'18'02' W
899.00'
L3
N 20'50'09" W
145.94'
O
L4
N 0754'49' E
54.63'
�0
V
L5
N 20'50'09' W
536.18'
_
92 JOHN L WIRCHAINSKI
L6
N 84'55 '14' E
10.39'
483.37'
v�
lr�
17- 0031039.001
32.623 AC. (TRACT II)
1
Ca
nt
L7
S 20'50'09" E
r
n
D.B. 298, PG. 339
1:14
L8
"
S 37'3216 E
52.19'
��c
N
BEGIN FOR
V
L9
S 21'43'29" E
550.07
750.59'
N
REFERENCE
t
L10
S 23'06'04" E
L11
S 37'07'27" E
25.17
°
NUMBER
DELTA ANG.
tie
ARC LEN
V M S 64_20_ I
---- Z--- - - - - -- VMS - 748 -Z
CHORD
Cl
14!50'22"
50 7
f Qe 017 A
305 'o,. e� 9 91
P si
357.52'
D� 3 70 3
CZ a 3la fgQ
\� pC
w
-'
S
O STA TE OF OHI
I \ — O'BH227 ESMT. Ek R
N
Ln
1
— —! F� 32 W
139.62'
EX: LA R W
139.56'
T
tS ;
1
- - - - -- DER`' � G1
�y =
OFE y
NUMBER
DELTA ANG.
RADIUS
ARC LEN
CHORD DIRECTION
CHORD
Cl
14!50'22"
1380.39
1
357.52'
1 N 29'41'16 W
356.52'
C2
05'58'22"
1339.39
139.62'
IS 34 E
139.56'
MONUMENT LEGEND
Z R.R.S. FOUND
O REBAR FOUND
O IRON PIN FOUND IRON PINS SET ARE 3/4" DIAMETER
O R/W MONUMENT FD BY 30" LONG WITH AN ALUMINUM
• 3/4" IRON PIN SET CAP, BEARING THE NAME "ODOT
,D' R.R.S. SET R/W AND R.D. ZANDE & ASSOC.
BASIS OF BEARINGS
THE BEARINGS FOR THE UNh33 -24.87 PROJECT ARE BASED UPON
STATE PLANE GRID BEARINGS FROM THE OHIO COORDINATE SYSTEM,
SOUTH ZONE, NAD 83 (85), AS MEASURED USING G.P.S. METHODS
THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS 'FRANK 72 ",
-=&ur ,Tr - rr-m imm aun *cr vwu"
86 PAUL L & MARY I
17-0031038.000
47.256 AC.
D.B. 295, PG. 501
8 6 3 .60'
S 84'50'41 " W JIf
SEE DETAIL
C�
HAWKINS FAMILY
y PARTNERSHIP, LTD.
17- 0031029.100
< 11.644 ACRES
OR 557, PG. 119
JACQUEMIN
PARCEL 92 —WL
UNI -33 -24.87
COUNTY OF UNION, JEROME TWP., OHIO
VIRGINIA N=ARY SURVEY 6420
0
250 500
~ �0 F ••���_
SCALE IN FEET
' � i
' P r STEYEN�:: '
E. %o
Prepared By
R.D. Zande d• dssociates, Ina
"e
*' RADER ; a{c
D
1500 Lake Shore Dr., ,5WUe f00
- P 7191 ?,°
o
Colwnbv4 Ohio 4
= o • r „
Phone: 1 6 X83