33-08 OrdinanceRECORD OF ORDINANCES
33-08
Ordinance No. Passed , 20
AN ORDINANCE APPROPRIATING A COMBINED 1.429 ACRES,
MORE OR LESS, FEE SIMPLE INTEREST (WITH 0.554 ACRES,
MORE OR LESS, PRESENT ROAD OCCUPATION), A 0.382 ACRES,
MORE OR LESS, UTILITY EASEMENT, A 0.293 ACRES, MORE OR
LESS, STANDARD HIGHWAY EASEMENT, AND A COMBINED 0.428
ACRES, MORE OR LESS, TEMPORARY CONSTRUCTION
EASEMENT FROM ROGER W. GORDEN, LOCATED ON THE EAST
SIDE OF HYLAND-CROY ROAD, TOWNSHIP OF JEROME, COUNTY
OF UNION, STATE OF OHIO, AND DECLARING AN EMERGENCY.
WHEREAS, the City of Dublin is preparing to improve the U.S. Highway 33 and State
Route 161 Interchange in Franklin and Union Counties; and
WHEREAS, said improvement will require the City of Dublin to obtain a fee simple
interest, utility easement, standard highway easement, and temporary construction
easement in and to the premises described in the attached Exhibit "A", Exhibit "B", Exhibit
"C", Exhibit "D", Exhibit "E", and Exhibit "F" located in the Township of Jerome, Union
County, Ohio.
NOW, THEREFORE, BE IT ORDAINED by the Council of the City of Dublin, State of
Ohio, ~ of the elected members concumng, that:
Section 1. A fee simple interest, utility easement, standard highway easement, and temporary
construction easement in and to the premises located in the Township of Jerome, Ohio, and
more fully described in the legal description attached hereto as Exhibit "A", Exhibit "B",
Exhibit "C", Exhibit "D", Exhibit "E", and Exhibit "F" is hereby appropriated for the public
purpose of improving the US 33/SR 161/Post Road interchange, pursuant to Ohio Revised
Code Chapter 163 and the Constitution of the State of Ohio.
Section 2. Council hereby fixes the value of the interest appropriated at Three Hundred Forty
Nine Thousand, Fifty Eight Dollars and No Cents ($349,058.00) which sum shall be deposited
with the Union County Common Pleas Court, for the use and benefit of the owners of the
property appropriated as their interests may appear. Upon such deposit, the City of Dublin
shall take possession of and enter upon the property pursuant to law.
Section 3. Council finds that the appropriation is necessary for the stated purpose, that the
City has been unable to agree with the owner of the property as to appropriate compensation,
and that the City intends to obtain immediate possession of the property.
Section 4. The City Law Director is directed to file a petition for appropriation in the Union
County Common Pleas Court, to have a jury impaneled to assess the compensation to be paid
for the real estate herein described above.
Section 5. This ordinance is hereby declared to be an emergency necessary for the immediate
preservation of the public health, safety and welfare. The reason for such necessity is that the
prompt improvement of US 33/SR 161/Post Road interchange is necessary to improve traffic
circulation and relieve traffic congestion for the citizens of Dublin. Therefore, this ordinance
shall go into immediate effect.
Passed this ~/~ day of , 2008.
` /~'..
Mayor -Presiding Officer
ATTEST:
Clerk of Council
~SCHOTTENSTEIN
ZOX & D U N N ~o.~P,.
MEMORANDUM
TO: Dublin City Council
Jane S. Brautigam ~G!~
Paul A. Hammersmith, PE, Director ofEngineering/City Engineer
FROM: Stephen J. Smith, Law Director
Philip K. Hartmann, Assistant Law Director
DATE: May 29, 2008
RE: Ordinance No. 33-08 -Land Appropriation -Roger W. Gorden Property
U.S. Highway 33 and State Route 161 Interchange Improvement Project
INTRODUCTION:
This Ordinance is a follow-up to the Resolution passed by Council at the April 7, 2008 meeting.
By way of background, the Resolution authorized the City to pursue all the necessazy legal
requirements to review the possible appropriation of the Roger W. Gorden Property. The
purpose of this Ordinance is to authorize the Law Department to pursue an eminent domain
action in the appropriate Court of Common Pleas if through good faith negotiations the City
cannot settle with the landowner.
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 means that loop ramps are
introduced to eliminate the need for left turns from the arterial road (i.e. SR 161/Post Road) onto
the freeway (US 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 Roger W. Gorden acquisition - a combined 1.429 acres, more
or less, fee simple interest, with 0.554 acres, more or less, present road occupied, a 0.382 acres,
more or less, utility easement, a 0.293 standard highway easement, and a combined 0.428 acres,
more or less, temporary construction easement in and to the premises located in the Jerome
Township, Union County, on the east side of Hyland-Croy Road. "Present road occupied"
basically means that this property only contains an area in which the property owner holds the
underlying fee, but the land is currently encumbered by an existing highway easement. A
portion of the property is therefore currently used solely for roadway purposes.
Memo to Council re. Ordinance 33-08 -Land Appropriation -Gorden Property
May 29, 2008
Page 2 of 2
ACTION TAKEN IN THIS CASE:
Since the year 2006, the Law Department has been in contact with the landowner to inform the
landowner of the upcoming construction and effect of the interchange improvement to the
property. A title search was conducted and the appraisal for this property is complete. The
appraiser determined the fair market value of the property as Three Hundred Forty Nine
Thousand, Fifty Eight Dollars and No Cents ($349,058.00).
The Law Department engaged M/E Companies (Mr. James Howard) to negotiate the acquisition
with the landowner. Mr. Howard has presented the offer of compensation to Mr. Roger W.
Gorden. To date, Mr. Gorden has not accepted the offer. As such, this Ordinance was prepared
authorizing the City, through the Law Department, to allow for litigation in which the
compensation to the landowner will be determined should settlement not be forthcoming.
RECOMMENDATION:
The Law Department recommends a motion to dispense with the public hearing and approve
Ordinance No. 33-08 by emergency at the June 2, 2008 Council meeting.
EXHIBIT
°n~ ~ Page 1 of?
RX?50 S PID 80748
Rev. 10/06 PARCEL 95-WD
CTY-RTE-SEC UNi-i3 ?4.87
Version Date 05/09/07
PARCEL 95-WD
UNI-33-24.87
ALL RIGHT, TITLE AND INTEREST IN FEE SIMPLE
IN THE FOLLOWING DESCRIBED PROPERTY
WITHOUT LIMITATION OF EXISTING ACCESS RIGHTS
Grantor/Owner, for 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, COLNTY OF UNION, JEROME TOWNSHIP, LOCATED 3N
VIRGINIA MILITARY SURVEY NO. 3452, BEING A PART OF THE 45.628 ACRE TRACT CONVEYED TO
ROGER W. GORDEN BY DEED OF RECORD IN OFFICIAL RECORD 699, PAGE 924, RECORDS OF THE
RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEING A PARCEL OF LAND LYING ON THE LEFT AND RIGHT SIDES OF THE CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF HYLAND-CROY ROAD (COUNTY ROAD 2), AS
ESTABLISHED BY A SURVEY MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN
IN 2005 AND 2D06, AND BEING LOCATED WITHIN THE FOLLOWING DESCRIBED BOUNDARY POINTS
OF PARCEL 95-W D;
BEGINNING AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF HYLAND-CROY ROAD,
BEING THE WESTERLY LINE OF VIRGINIA MILITARY SURVEY NUMBER 3452, AND THE WESTERLY
LINE OF SAID 45.628 ACRE TRACT, AT THE COMMON CORNER OF VIRGINIA MILITARY SURVEY
NUMBERS 6420 AND 6748, AND A COMMON CORNER OF THE 11.644 ACRE TRACT CONVEYED TO
THE HAWKINS FAMILY PARTNERSHIP, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 557, PAGE
t 19 AND THE 32.623 ACRE TRACT (TRACT ]i) CONVEYED TO IOHN L. WIRCHAINSKI BY DEED OF
RECORD IN DEED BOOK 298, PAGE 339;
THENCE NORTH 84 DEG. 50 MIN. 41 SEC. EAST, A DISTANCE OF 40.01 FEET ALONG TEIE
EASTERLY EYTENSION OF THE COMMON LINE OF SAID VIRGINIA MILITARY SURVEY NliMBERS
6420 AND 6748, ACROSS SAID 45.628 ACRE TRACT, TO AN IRON PIN SET IN THE NEW EASTERLY
RIGHT-OF-WAY LINE OF HYLAND-CROY R0.4D; SAID IRON PIN BEING 40.00 FEET RIGHT OF
CENTERLINE STATION 406+59.54;
THENCE THE FOLLOWING FIVE (5) COURSES AND DISTANCES ALONG THE NEW EASTERLY
RIGHT-OF-WAY LINE OF HYLAND-CROY ROAD, .AND ACROSS SAID 45.628 ACRE TRACT;
L THENCE SOUTH 04 DEG. 14 MIN. 42 SEC. EAST, A DISTANCE OF 53.90 FEET TO AN
IRON PIN SET, BEING 40.00 FEET RIGHT OF CENTERLINE STATION 406+05.64;
2. THENCE SOUTH 06 DEG. 32 MIN. 38 SEC. EAST. A DISTANCE OF !40.77 FEET TO AN
IRON PIN SET, BEING 45.00 FEET RIGHT OF CENTERLINE STATION 404+64.77;
3. THENCE SOUTH I2 DEG. IS MIN. 59 SEC. EAST, A DISTANCE OF 157.04 FEET TO AN
IRON PIN' SET, BEING 53.87 FEET RIGHT OF CENTERLINE STATION 403+00.00;
4. THENCE SOUTH 19 DEG. 32 MIN. 18 SEC. EAST, A DISTANCE OF 202.55 FEET TO AN
IRON PIN SET, BEING 65.00 FEET RIGHT OF CENTERLINE STATION 401+00.00;
RX 250
Rev. 09/06
EXi-IiBIT A
PtD
PARCEL
CTY-Rl'E-SEC
Version Dave
Page 2 04 2
80768
95-WD
UNI-3?-24.87
OS!09/07
S. THENCE SOUTH 07 DEG. 10 MiN. 32 SEC. EAST, A DISTANCE OF 110.71 FEET TO AN
IRON PIN SET IN THE NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF
POST ROAD (PARCEL 9S-WL), BEING 65.00 FEET RIGHT OF CENTERLINE STATION
400+00.00;
THENCE SOUTH 87 DEG. 35 MIN. S7 SEC. WEST, A DISTANCE OF 126.71 FEET ALONG THE
NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF POST ROAD (PARCEL 9S-W L), AND
ACROSS SAID 46.528 ACRE TRACT, TO A RA]LROAD SPIKE SET IN THE EXISTING CENTERLINE OF
HYLAND-CROY ROAD, THE COMMON LINE OF SAID VIRGINIA MILITARY SURVEY NUMBERS 3452
AND 6748, AND THE COMMON LINE OF SAID 45.628 AND 11.644 ACRE TRACTS; SAID RAILROAD
SP[KE BEING 61.71 FEET LEFT OF CENTERLINE STATION 400+00.00;
THENCE NORTH 04 DEG. 14 MIN. 42 SEC. WEST, A DISTANCE OF 651.29 FEET ALONG THE
EXISTING CENTERLINE OFHYLAND-CROY ROAD, THE COMMON LINE OF SAID VIRGINIA
MILITARY SURVEY NUMBERS 3452 AND 6748, AND THE COMMON LINE OF SAID 45.628 AND 11.644
ACRE TRACTS, TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 95-WD,
CONTAINING 1.121 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES 0.374 ACRES,
MORE OR LESS.
OF THE ABOVE DESCRIBED AREA, 1.121 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 17-0029013.001, AS SHOWN ON UNION COWTY GIS MAP NUMBER 147-00-00-
0l 1.000.
ALL IRON PINS SET ARE 3;4 INCHES IN DIAMETER BY 30 INCHES LONG, WITH A PLASTIC
CAP STAMPED "R.D. ZANDE".
ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF HYLAND-CROY ROAD (COUNTY ROAD 2), UNLESS
OTHERWISE SHOWN.
THE BEARINGS FOR THE UNI-33-24.87 PROJECT ARE BASED UPON STATE PLANE GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED
USING G.P.S. METHODS THROUGH THF, FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72",
"FRANK 172". "FCGS SS36". 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 SA[D SURVEYOR.
GRANTOR CLAIMS TITLE BY 7HE INSTRUMENT OF RECORD IN OFFICIAL RECORD 699,
PAGE 924, OF THE RECORDER'S OFFICE, UNION COWTY, 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
92 JOHN L WIRCFIAINSKI EXHIBIT B
77-0037039.001
32.623 AC. (TRACT il)
D.B. 248, PG. 339
___ VM_S_6_4_20 _____,~
---~ VMS 6748
I
93
Li
j ~ ~ 1.121 AC. (GROSS)
`° -0.374 AC. (P.R.O.}
> ,> 0.747 AC. (NET)
HAWKINS FAMILY
PARTNERSHIP, LTD.
77-0031029.700
11.644 ACRES
OR 557, PG. 719
95
THIS PARCEL UES WRHIN 20NE X'
OF THE "FlRM' COMMUNRY PANEL
N0. 390806 0150 C. WITH AN
EFFECTNE DATE OF (0/03/06
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39-0001009.000
10.189 ACRES
OR 695. PG. 579. 582
.C7 MONUMENT LEGEND
R.R.S. FOUND
O REBAR FOUND
O IRON PIN FOUND
O R/W MONUMENT FD
• 3/4" IRON PIN SE7
l R.R.S. SET
IRON PINS SEi ARE 3/4'
DIAMETER DY 30" LONG WRH A
PLASTIC CAP, BEARING THE NAME
'R.O. ZANOE k ASSOC.'
geclc OF BEARINGS
THE BEARINCG FOR THE UNI-33-24.87. PROTECT
ARE fltSED 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 STA770N5 "FRANK 72", 'FRANK 172',
'EGGS 5536', AND 'EGGS 5534".
95
ROGER W. GORDEN
77-0029073.001
45.628 ACRES
OR 699, PG. 424
iJ
U
W
NUMBER DIRECTION DISTANCE
Li N 84'50'47" E 40.01'
L2 S 04'74'42" E 53.90'
L3 5 06'32'38" E 140.77'
L4 S 12'15'59' E 157.04'
LS S 19'32'78" E 202.55'
L6 SOT 10'32" E 110.71'
L7 S 8T35'S7" W 126.71'
X95 T
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PARCEL 95-WD
UNI-33-24.87
COUNTY OF [1NtON, JEROYE TAP., OHIO
VIRGR7L4 YIIITARY SURVEY 3452
0 100 200
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EXHIBIT
Page I of3
RX 252 P[D 80748
Rev. 09/06 PARCEL 95-N'L
C T Y-RTE-SEC UNi-33-24.89
Version Date 05/09/07
PARCEL 95-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 "GrantorlOwner" includes the plural, and words in the masculine include the feminine or
neuter).
(Surveyor's description of the premises foliowsl
SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN
VIRGINIA MIL]TARY SURVEY NO. 3452, BEING A PART OF THE 45.628 ACRE TRACT CONY-EYED TO
ROGER W. GORDEN BY DEED OF RECORD IN OFFICIAL RECORD 699, PAGB 924, RECORDS OF THE
RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS;
BEING A PARCEL OF LAND LYING ON THE LEFT SIDE OF THE CENTERLINE OF RIGHT-OF-
WAY AND CONSTRUCTION OF STATE ROUTE 161 /POST ROAD, AS ESTABLISHL-D BY A SURVEY
MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN, AND THE OH10
DEPARTMENT OF TRANSPORTATION, IN 2005 AND 2006, AND BEING LOCATED WITHIN THE
FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 45-W L;
BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF
HYLAND-CROY ROAD (COUNTY ROAD 2), BEING 'rF{E WESTERLY LINE OF VIRGFN[A MILITARY
SURVEY NUMBER 3452, AND THE WESTERLY LINE OF SAID 45.628 ACRE TRACT, AT THE COMMON
CORNER OF VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, AT A NORTHEASTERLY
CORNER OF THE I L644 ACRE TRACT CONVEYED TO THE HAWKINS FAMILY PARTNERSHIP, LTD.,
BY DEED OF RECORD IN OFF]CIAL RECORD 557, PAGE i 19;
THENCE SOUTH 04 DEG. 14 MIN. 42 SEC. EAST, A DISTANCE OF 651.29 FEET, ALONG THE
EXISTING CENTERLINE OF RIGHT-OF-WAY OF HYLAND-CROY ROAD, THE COMMON LINE OF SAID
VIRGINIA MILITARY SURVEY NUMBERS 6748 AND 3452, AND THE COMMON LINE OF SAFD 11.644
AND 45.628 ACRE TRACTS, TO A POINT PV THE NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY
LINE OF STATE ROUTE 161 (POST ROAD); SAID POINT BEING 20(.81 FEET LEFT OF CENTERLIIJE
STATION 62+73.69, AND BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED
PARCEL 95-W L;
THENCE THE FOLLOWING SIX (6) COURSES AND DISTANCES ALONG THE NEW
NORTHERLY AND NORTHEASTERLY LIMITED ACCESS RIGHT-OF-WAY LINES OF POST ROAD, AND
ACROSS SAFD 45.628 ACRE TRACT;
1. THENCE NORTH 87 DEG. 35 MIN. 57 SEC. EAST, A DISTANCE OF 126.71 FEET TO AN
IRON PIN SET, BEING 249.38 FEET LEFT OF CENTERLINE STATION 63+66.69;
2. THENCE SOUTH 09 DEG. 38 MIN. 23 SEC. EAST, A DISTANCE OF 95.61 FEET TO AN
IRON PIN' SET, BEING 170.00 FEET LEFT OF CENTERLINE STATION 64+20.00;
3. THENCE SOUTH 25 DEG. 23 MIN. 38 SEC. EAST, A DISTANCE OF 131.24 FEET TO AN
FRON PIN SET, BEING 85.00 FEET LEFT OF CENTERLINE STATION 65+20.00;
EXHIBIT A Page? ef3
RX '_52 PID 60748
Rev. 09!06 PARCEL 95-WL
C7Y-RTE-SEC UNI-33-24.87
Version Date 05!09107
4. THENCE SOUTH 55 DEG. OS MIN. 20 SEC. EAST, A DISTANCE OF 81.39 FEET TO AN
IRON PIN SET, BEING 70.00 FEET LEFT OF CENTERLINE STATION 66+00.00;
S. THENCE SOUTH 60 DEG. 55 MIN. 38 SEC. EAST, A DISTANCE OF 76.06 FEET TO .0.N
IRON PIN SET, BEING 75.00 FEET LEFT OF CENTERLINE STATION 66+60.00;
6. THENCE SOUTH S2 DEG. 45 MIN. 50 SEC. EAST, A DISTANCE OF 210.24 FEET TO AN
IRON PIN SET IN THE EXISTII4G NORTHWESTERLY RIGHT-OF-WAY LINE OF POST
PERIMETER BOULEVARD, BEING THE NORTHWESTERLY L[NE OF THE 0.564 ACRE
TRACT CONVEYED TO THE CITY OF DUBLIN BY DEED OF RECORD IN OFFICIAL
RECORD 307, PAGE 88; SAID IRON PIN BEING 75.00 FEET LEFT OF CENTERLINE
STATION 68+70.25;
THENCE SOUTH 83 DEG. 18 MIN. 02 SEC. WEST, A DISTANCE OF 36.03 FEET ALONG THE
£XiSTING NORTHWESTERLY RIGHT-OF-WAY LINE OF POST PERIMETER BOULEVARD TO A POINT
IN THE EXISTING NORTHEASTERLY RIGHT-OF-WAY LINE OF POST ROAD, BEING THE
NOR"IHEASTERLY LINE OF THE ORIGINAL 0.444 ACRE TRACT CONVEYED TO THE C)TY OF DUBLIN
BY DEED OF RECORD IN OFFICIAL RECORD 26I, PAGE 18; SAID POINT BEING 50.00 FEET LEFT OF
CENTERLINE STATION 68+44.30;
THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ALONG THE EXISTING
NORTHEASTERLY RIGHT-OF-WAY LINE OF POST ROAD;
I. THENCE NORTH S2 DEG. 45 MIN. 50 SEC. WEST, A DISTANCE OF 226.47 FEET TO A
POINT OF CURVATURE, BEING 50.00 FEET LEFT OF CENTERLINE STATION 66+17.82;
2. THENCE ALONG A C[IRVE TO THE LEFT, HAVi;JG A RADIUS OF 850.00 FEET, A
CENTRAL ANGLE OF IS DEG. 36 MIN. 32 SEC., AN ARC LENGTH OF 231.56 FEET, THE
CHORD TO WHICH BEARS NORTH 60 DEG. 34 MIN. 06 SEC. WEST, A CHORD
DISTANCE OF 230.85 FEET TO A POINT AT A NOR"FHWESTERLY CORNER OF SAID
ORIGINAL 0.444 ACRE TRACT; SA1D POINT BEING 69.60 FEET OF CENTERLINE
STATION 63+99.17;
THENCE THE FOLLOWING TWO (2) COURSL-S AND DISTANCES ALONG THE WESTERLY
LINES OF SAID ORIGINAL 0.444 ACRE TRACT;
1. THENCE SOUTH 48 DEG. 37 MIN. 32 SEC. EAST, A DISTANCE OF 24.34 FEET TO A
POINT BEING 62.43 FEET LEFT OF CENTERLINE STATION 64+22.43;
2. THENCE SOUTH 20 DEG. 57 MIN. 27 SEC. WEST, A DISTANCE OF 26. I 1 FEET TO A
POINT IN THE OLD TANGENT CENTERLINE OF RIGHT-OF-WAY OF POST ROAD, AND
A SOUTHERLY LINE OF SAID 45.628 ACRE TRACT; SAID POINT BEING 3636 FEET
LEFT OF CENTERLINE STATION 64+23.93;
THENCE NORTH 74 DEG. 46 MN. 33 SEC. WEST, A DISTANCE OF 79.92 FEET ALONG THE OLD
TANGENT CENTERLINE OF RIGHT-OF-WAY OF POST ROAD, AND A SOUTHERLY LINE OF SAID
45.628 ACRE TRACT, TO A POINT IN THE EXISTING CENTERLINE OF HYLAND-CROY ROAD, AT A
SOUTHWESTERLY CORNER OF SAID 45.628 ACRE TRACT; SAID POINT BEING 24.60 FEET LEFT OF
CENTERLINE STATION 63+47.48;
THENCE NORTH 04 DEG. 14 MIN. 42 SEC. WEST, A DISTANCE OF 191.96 FEET ALONG THE
EXISTING CENTERLINE OF HYLAND-CROY ROAD AND THE WESTERLY LINE OF SAID 45.628 ACRE
TRACT, TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 95-WL,
CONTAINING 0.862 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES 0.180 ACRES,
MORE OR LESS.
RX ?5?
Rev. 09/06
EXHIBIT A
PID
PARCEL
CTKRTE-SEC
Version Uate
Pale 3 of 3
80768
95-WL
UNt-ii ?4.87
05;09/07
OF THE ABOVE DESCRIBED AREA, 0.862 ACRES ARE CONTA[NED WITHIN UNION COUNTY
AUDITOR'S PARCEL I7-0029013.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 147-00-00-
01 1.000.
ALL IRON PINS SET ARE 3/4 INCHES 1N DIAMETER BY 30 INCHES LONG 6VITH AN
ALUMINUM CAP. BEARING THE NAME ODOT IL'W AND R.D. ZANDE & ASSOCIATES.
ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF S.R. 161 !POST ROAD, UNLESS OTHERWISE SHOWN.
THE BEARTNGS FOR THE UNI-33-24.87 PROJECT ARE BASED L'PON STATE PLAN F. GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED
USTNG G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72",
"FRANK 172", "EGGS SS6", AND "EGGS 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, CNC., UNDER THE DERECTION OF SAID SURVEYOR.
GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD iN OFFICIAL RECORD 699.
PAGF. 924, OF THE RECORDER'S OFFICE, UNION COUNTY, OH[O.
A DRAW [NG 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
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ROGER W. GORDEN
77-0029013.001
45.628 ACRES
OR 699. PG. 92a
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96
BP EXPLORATIE
& OIL INC.
39-0007 01 i.0
3.654 ACRES
nR 7~j Pr, .
NUMBER DIRECTION DISTANCE
Lt S 04'74'42" E 657.29'
L2 N ST35'S7" E 726.71'
L3 S 09'38'23" E 95.61'
L4 S 25'23'38" E 131.24"
LS S 55'08'20" E 87.39'
L6 S 60'55'38" E 76.06'
L7 S 52'45'50" E 210.24'
LS S 83' 18"02" w 36.03'
L9 N 52'45'50" W 226.47'
L10 S 46'37'32" E 24.34'
L17 5 20'57'27" W 26.77'
L12 N 74'46'33" W 79.92'
L13 N 04'14'42" W 191.96'
0.862 AC. (GROSS)
-0.180 AC. (P.R.O.)
0.682 AC. (NET}
95
/~c.
R~,~
\ty F r
/~~9 _ ~A
i E
f~rj~ ~ ~
_~~ ~y E+
6 / 739
39-0029
Oi3.t01 "N
\ I
~o
NUMBER DELTA ANG. RADIUS ARC LEN CHORD DIRECTION CHORD
C1 15'36'32" 850.00' 231.56' N 60'34'06" W 230.85'
HAWKINS FAMILY
93 PARTNERSHIP, LTD.
17-0037029.700
it.644 ACRES
OR 557, PG. 719
Citt OF DUBLIN
98 39-0007009.000
10.189 ACRES
OR 695, PG. 579
OR 695, PG. 582
IRON PINS $ET ARE 3/4"
DIAMETER fiY 30" LONG WrtH
AN ALUMINUM CAP, BEARING
THE NAME ODOT R/W AND
R.O. ZANDE & ASSOC."
CITY OF DUBLIN
136 39-0029013.707
0.564 ACRES
OR 307, PG. 88
CITY OF DUBLIN
139 39-0029013.002
ORIG. 0.444 ACRES
OR 261, PG. t8
MON IM NT - ND
[7 R.R.S. FOUND
O REBAR FOUND
O IRON PIN FOUND
O R/W MONUMENT FD
• 3/4" IRON PIN SET
.i' R.R.S. SET
BaCIS OF B ARIN •S '
THE BEARINGS TOR THE UNI-33-24.87 PROJECT
IRE BASED UPON STATE PLANE GRID BEMINGS
FROM THE OH10 COORDINATE SSTEM, SOUTH
20NE, NAD 83 (86), A6 MEASURED USING C.P.S.
METHODS THROUGH THE FRANKLIN COUNTY
ENGINEER'S STATIONS 'FRANK 72', 'FRANK 172",
'EGGS 5536". AND "EGGS 6534'.
THIS PARCEL UES WITHIN ZONE X'
OF THE 'FlRM' COMMUNFIY PANEL
N0. 390806 0150 C. WffH A!I
EFFECTNE DATE OF 10/03/06
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PARCEL 95-WL
UNI-33-24.87
IEROYE TAP.. UNION COUNTY, OHIO
VIRGINIA YRTlARY SURVEY 3462
o tao 2ao
N~rr
"... $CAlE W FEET
OF
`ya"tf..._..... oti`= Prepared By
E :o i R.D. Zasdi A' Associates, /na.
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EXHIBIT
RX 282 PID
Rev. 09/06 -~ PARCEL
CTY-RTE-SEC
Version Date
PARCEL 95-U
UNI-33-24.87
PERPETUAL EASEMENT FOR UTILITY PURPOSES
IN THE NAME AND FOR THE USE OF
CITY OF DUBLIN
A perpetual easement for general utility and drainage purposes.
Page I of 3
80718
95-U
1,-VI-33-24.87
05109/07
(Surveyor's description of the premises followsl
SITUATED IN THE STATE OF OHIO, COLNTY OF UN10N, JEROME TOWNSHIP, LOCATEll IN
VIRGINIA MILITARY SURVEY NO. 3452, BEING A PART OF THE 45.628 ACRE TRACT CONVEYED TO
ROGER W. GORDEN BY DEED OF RECORD IN OFFICIAL RECORD 699, PAGE 924, RECORDS OF THE
RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEING A PARCEL OF LAND LYING ON THE RIGHT SIDE OF THE CENTERLINE OF RIGHT-OF-
WAY AND CONSTRUCTION OF HYLAND-CROY ROAD (COUNTY ROAD 2), AS ESTABLISHED BY A
SURVEY MADE BY R.D. ZANDE & ASSOCIATES, I?JC., FOR THE CITY OF DUBLIN IN 2005 AND 2006,
AND BEING LOCATED WITHIN THE FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 95-U;
BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF
HYLAND-CROY ROAD, BEING THE WESTERLY LINE OF VIRGINIA MILITARY SURVEY NUMBER
3452, AND THE WESTERLY LINE OF SAID 45.628 ACRE TRACT, AT THE COMMON CORNER OF
VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, AND A COMMON CORNER OF THE 11.644
ACRE TRACT CONVEYED TO THE HAWKINS FAMILY PARTNERSHIP, LTD., BY DEED OF RECORD IN
OFFICIAL RECORD 557, PAGE 119 AND THE 32.623 ACRE TRACT (TRACT II) CONVEYED TO IOHN L.
WIRCHAINSK] BY DEED OF RECORD IN DEED BOOK 298, PAGE 339;
THENCE NORTH 84 DEG. SO MFV. 41 SEC. EAST, A DISTANCE OF 40.01 FEET ALONG THE
EASTERLY EXTENSION OF THE COTvLMON LINE OF SAID VIRGINIA MILITARY SURVEY NUMBERS
6420 AND 6748, AND ACROSS SAID 45.628 ACRE TRACT, TO AN IRON PIN SET IN THE NEW
EASTERLY RIGHT-OF-WAY LINE OF HYLAND-CROY ROAD (PARCEL 95-WD); SAID IRON PIN BEING
40.00 FEET RIGHT OF CENTERLINE STAT]ON 406+59.54, AND BEING THE POINT OF TRUE
BEGINNING OF THE HEREIN DESCR]BED PARCEL 95-U;
THENCE CONTINUING NORTH 84 DEG. 50 MIN. 41 SEC. EAST, A DISTANCE OF 25.00 FEET
ALONG THE EASTERLY EXTENSION OF THE COMMON LINE OF SAID VIRGINIA MILITARY SURVEY
NUMBERS 6420 AND 6748, AND ACROSS SAID 45.628 ACRE TRACT, TO A POINT IN THE EASTERLY
LINE OF THE HEREIN DESCRIBED UTILITY EASEMENT, BEING 65.00 FEET RIGHT OF CENTERLINE
STATION 406+59.94;
THENCE THE FOLLOWING FIVE (5) COURSES AND DISTANCES ALONG THE EASTERLY LINE
OF THE HEREIN DESCRIBED UTILITY EASEMENT, AND ACROSS SAID 45.628 ACRE TRACT;
I. THENCE SOUTH 04 DEG. 34 MIN. 42 SEC. EAST, A DISTANCE OF 53.80 FEET TO A
POINT, BEING 65.00 FEET RIGHT OF CENTERLINE STATION 406+06.14;
2. THENCE SOUTH 06 DEG. 32 MIN. 38 SEC. EAST, A DISTANCE OF 139.02 FEET TO A
POINT, BEING 69.94 FEET RIGHT OF CENTERLINE STATION 404+66.91;
EXHIBIT A Page ~ ot~
RX 3S3 PID 80745
Rev. 09706 PARCEL 9S-U
CTY-RiE-SEC UNI-i3-29.57
Version Date 05/09'07
3. THENCE SOUTH (2 DEG. IS MIN. S9 SEC. EAST, A DISTANCE OF 154.20 FEET TO A
POINT. SE(NG 78.90 FEET RIGHT OF CENTERLRvE STATION 403+01.10;
4. THENCE SOUTH 14 DEG. 32 MIN. 18 SEC. EAST, A DISTANCE OF 203.67 FEET TO A
POINT, BEING 90.14 FEET RIGHT OF CENTERLINE STATION 401+00.54;
S. THENCE SOUTH 07 DEG. 10 MIN. 32 SEC. EAST, A DISTANCE OF 11550 FEET TO A
POINT IN THE NORTHERLY LINE OF A NEW STANDARD HIGHWAY EASEMENT
(PARCEL 95-SH), BEING 90.09 FEET RIGHT OF CENTERLINE STATION 400+00.00;
THENCE SOUTH 87 DEG. 3S MIN. 57 SEC. WEST, A DISTANCE OF 25.09 FEET ALONG THE
NORTHERLY LINE OF A NEW STANDARD HIGHWAY EASEMENT (PARCEL 9S-SH), AND ACROSS
SAID 45.628 ACRE TRACT. TO AN IRON PIN SET AT THE INTERSECTION OF THE NEW NORTHERLY
LIMITED ACCESS RIGHT-OF-W'.AY LINE OF POST ROAD (PARCEL 95-V1L) AND THE NEW EASTERLY
RIGHT-OF-WAY LME OF HYLAND-CROP ROAD (PARCEL 95-WD); SAID IRON PIN BEING 65.00 FEET
RIGHT OF CENTERLINE STATION 400+00.00;
THENCE THE FOLLOWING FIVE (5) COURSES AND DISTANCES ALONG THE NEVr EASTERLY
R1GH'F-OF-WAY LINES OF HYLAND-CROP R0.4D (PARCEL 95-WD), AND ACROSS SAID 45.628 ACRE
TRACT;
1. THENCE NORTH 07 DEG. ]0 MIN. 32 SEC. WEST, A DISTANCE OF ] 10.71 FEET TO AN
IRON PIN SET, BEING 65.00 FEET RIGHT OF CENTERLINE STATION 401+00.00;
2. THENCE NORTH 19 DEG. 32 MIN. 18 SEC. WEST, A DISTANCE OF 202.55 FEET TO AN
IRON PI*] SET, BEING 53.87 FEET RIGHT OF CENTERLRvE STATION 403+00.00;
3. THENCE NORTH 12 DEG. 15 MIN. 59 SEC. WEST, A DISTANCE OF 157.04 FEET TO AN
IKON PIN SET, BEING 45.00 FEET RIGHT OF CENTERLINE STATION 404+64.77;
4. THENCE NORTH 06 DEG. 32 MIN. s8 SEC. WEST, A DISTANCE OF 140.77 FEF,T TO AN
IRON PIN SET, BEING 40.00 FEET RIGHT OF CENTERLINE STATION 406-05.64;
5. THENCE NORTH 04 DEG. I4 MIN. 42 SEC. WEST. A DISTANCE OF 53.90 FEET TO THE
POINT OF TRUfi BEGINNING OF THE HEREIN DESCRIBED PARCEL 95-U,
CONTAINING 0382 ACRES, MORE OR LESS.
OF THE ABOVE DESCRIBED AREA, 0.382 ACRES ARE CONTAINED WITHIN UNTON COUNTY
AUDITOR'S PARCEL 17-0029013.001, AS SHOWN ON LTIION COUNTY GIS MAP N17MBER 147-00-00-
011.000.
ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG, WITH A PLASTIC
CAP STAMPED "R.D. ZANDE".
ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF HYLAND-CROP ROAD (COUNTY ROAD 2), UNLESS
OTHERWISE SHOWN.
THE BEARP.vGS 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 182
Rec. 09.06
EXHIBIT .A
PlD
PARCEL
CTY-RTF.-SFC
Version Dale
Page 3 of 3
80748
95-li
Uti1-33-14.87
65/09/07
THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191,
AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006
BY R. D. ZANDE AND ASSOCIATES, INC., UNDER TLIE DIRECTION OF SAID SURVEYOR.
GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD IN OFFICIAL RECORD 699,
PAGE 924, OF THE RECORDER'S OFFICE, UNION COUT'TY, OHIO.
A DRAWING OF 7HIS DESCAIPTiON IS .ATTACHED HERETO AND MADE PART'FHEREOF.
t>,~..u.: ~,,.,,.
/;
;~ * STEVEN '-; ,g. '
Ra~DER
.. ~ ~-. T.07 u- r
c.f'<.SS.n,..,,.~ V~.
•:,,,
R. D. ZANDE AND ASSOCIATES, INC.
REGI TERED SURVEYOR N0.7191 DATE
92 JOHN L WIRCHAINSKI EXHIBIT B
t7-0031039.001
32.623 AC. (TRACT IQ BEGIN FOR
D.B. 298, PG. 339 REFERENCE ~
___ _ VMS_64_2O L1
N Ba'S0'47" E ~ VMS 6748 -~ I~ IM
93
FIAWKINS FAMILY
PARTNERSHIP, LTD.
17-0031029.100
17.644 ACRES
OR 557, PG. 119
NUMBER DIRECTION DISTANCE
L1 N 84'50'41' E 40.01'
L2 N 84'50'41" E 25.00'
L3 S 04'14'42" E 53.80'
L4 S 06'32'38' E 139.02"
L5 S 1775'59" E 754.20'
l6 S 19'32'18' E 203.67'
L7 S OT10'32" E 175.50'
L8 S 8T35'S7' W 25.09'
l9 N OT70'32' W 110.71'
L10 N 19'32'78" W 202.55'
L71 N 12'75'59" W 157.04'
lt2 N 06'32'38" W 140.77'
L73 N 04'74'42" W 53.90'
L14 S ST35'S7" W 726.71'
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25'
9s \ 0.382 AC.
U
95
ROGER W. GORDEN
17-0029013.001
45.628 ACRES
OR 699, PG. 924
I I Uo
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60 ~ (Nti \ y wEl
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EX-fly R-~ _ ` eg \ ~ ~
98 ~~~ \
CffY OF DUBLIN ~ P}~\
39-0001009.000 \~RiK, \ \
10.789 ACRES E
OR 695, PG. 579, 582 ~'P \ \
Of+ \\
MONUMENT LF_GEND PARCEL 95-U
17 R.R.$. FOUND THIS PARCEL LIES WRHIN 20NE X UNh33-2'{.S7
O RE64R FOUND OF THE TIRM' COMMUNfTY PANEL
O IRON PIN FOUND N0. 390808 Ot50 C, WTfH AN
COUNTY OF UNION, JEROLE TI/f'., OHIO
O R/W MONUMENT FD EFTECiNE DATE OF 10/03/06 4IItGINlA 1(tflfARY STIRVEY 3452
• 3/4" IRON PIN SET ° tG° zoo
1 R.R.S. SET
yµ Q""'tia.
' SG1E IN FEET
<`~,-r-^+.,osy
Bl~SIS OF BEARINGS ~~~~~ piyP~d gy
THE BEARINGS FOR THE UNI-33-24.8]. PROJECT ~t`af STEVEN'+t` R.D. darult S Axyatiatr; Jnc.
~
ARE BASED UPON SATE PIANE GRID BEARINGS 3 +<: •
3 v: RADER is ~
7500 la.Et SAmr Or., .Suit f00
FROM THE OHIO COORDINATE SYSTEM, SOUTH
Ai 1191 fo Co[vmduc OAio ~A4204
lI 6-f9B9
PA
ZONE, NAD BS (B6), AS MEASURED USING G.P.S. i°.;9~ 401~~
T
:
° an/~
Y
METHODS THROUGH THE FRANKLIN COUN
i sy?,!+TC•
•: P ~
s N
F'
'f RANK 1]2"
72'
'
'
-
r .SON 07
(J[W~
p
,
FFiWK
.
ENGMEER
S STATIONS
oriA~
''s
"
e
'
"
" a~
. ^+w..x+~"~
EGGS 5534
EGGS 553b
, AND Re9'v!•M surveyor /7191 Data
EXHIBIT
Pale I of?
RX 270 ~ PID 607.8
Rev. 09/06 --SSLL~~~~---- PARCEL 9S-Sli
CTY-RTE-SEC U`1433-2x.87
Version Date 05/09:07
PARCEL 95-SH
UNI-33-24.87
PERPETUAL EASEMENT FOR HIGHWAY PURPOSES
WITHOUT LIMITATION OF EXISTING ACCESS RIGHTS
An exclusive perpetual easement for public highway and road purposes, including, but not limited to
any utility 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 mascu]ine include the feminine or neuter).
(Surveyor's description of the premises follows]
SITUATED N THE STATE OF OH10, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN
VIRGINIA MILITARY SURVEY NO. 3452, BEING A PART OF THE 45.628 ACRE TRACT CONVEYED TO
ROGER W. GORDEN BY DEED OF RECORD IN OFFICIAL RECORD 699, PAGE 924, RECORDS OF THE
RECORDER'S OFFICE. UNION COL`NTY, OHIO, AND BEING MORE PAKTICULARLY DESCRIBED AS
FOLLOWS;
BEING A PARCEL OF LAND LYING ON THE LEF"I' SIDE OF THE CENTERLINE OF RIGHT-OF-
WAY AND CONSTRliCT]ON OF STATE ROUTE 161 /POST ROAD, AS ESTABLISHED BY A SURVEY
MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN, AND THE OHIO
DEPARTMENT OF TRANSPORTATION, IN 2005 .4ND 2006, AND BF,ING LOCATED WITHIN THE
FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 95-SH;
BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE- OF
HYLAND-CROY ROAD (COUNTY ROAD 2), BEING THE WESTERLY LINE OF VIRGINIA MILITARY
SURVEY NUMBER 3452, AND THE WESTERLY LINE OF SAID 45.628 ACRE TRACT, AT THE COMMON
CORNER OF VIRG]IA MILITARY SURVEY NUMBERS 6420 AND 6748, AT A NORTHEASTERLY
CORNER OF THE 11.644 ACRE TRACT CONVEYED TO "FFiE HAWKINS FAMILY PARTNERSHIP, LTD.,
BY DEED OF RECORD IN OFFICIAL RECORD 557, PAGE 119;
THENCE SOUTH 04 DEG. 14 MIN. 42 SEC. EAST, A DISTANCE OF 651.29 FEET, ALONG THE
EXISTING CENTERLINE OF RIGHT-OF-WAY OF HYLAND-CROY ROAD, THE COMMON LINE OF SAID
VIRGINIA MILITARY SURVEY NUMBERS 6748 AND 3452, AND THE COMMON LINE OF SAID 11.644
AND 45.628 ACRE TRACTS, TO A POINT [N THE NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY
LINE OF STATE ROUTE 161 (POST ROAD); SAID POINT BEING 201.81 FEET LEFT OF CENTERLINE
STAT]ON 62+73.69;
THENCE NORTH 87 DEG. 35 MIN. S7 SEC. EAST, A DISTANCE OF 126.71 FEET ALONG THE
NEW NORTHERLY LhMITED ACCESS RIGHT-OF-W.AY LINE OF POST ROAD, AND ACROSS SAID
45.628 ACRE TRACT, TO AN IRON PIN SET, BEING 249.38 FEET LEFT OF CENTERLINE STATION
63+66.69, AND BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 95-
SH;
THENCE THE FOLLOWING SIX (6) COURSES AND DISTANCES ALONG THE NEW
NORTHERLY AND NORTHEASTERLY LINES OF THE HEREIN DESCRIBED STANDARD HIGHWAY
EASEMENT, AND ACROSS SAID 45.628 ACRE TRACT;
I. THENCE CONTINUING NORTH 87 DEG. 35 MIN. S7 SEC. EAST, A DISTANCE OF 25.09
FEET TO A POINT, BEING 260.63 FEET LEFT OF CENTERLINE STATION 63+g9.12;
2. THENCE SOUTH 07 DEG. ]0 MIN. 32 SEC. EAST, A DISTANCE OF 2359 FEET TO A
POINT. BEING 240.50 FEET LEFT OF CENTERLINE STATION 64+01.41;
RX 270
Rev. 09/06
EXHIBIT A
PID
P.ARCEI
CTY-RTE-SEC
Version Date
Pave 2 of 3
80748
95-SH
UNI-33 _a.87
OS109107
3. THENCE SOUTH IS DEG. 44 MIN. I3 SEC. EAST, A DISTANCE OF 192.04 FEET TO
POINT, BEING t 00.00 FEET LEFT OF CENTERLINE STATION 65+32.33;
4. THENCE SOUTH 46 DEG. 45 MIN. 42 SEC. EAST, A DISTANCE OF 43.OI FEET TO A
POINT. BEING 86.00 FEET LEFT OF CENTERLINE STATION 65+73.00;
S. THENCE SOUTH 64 DEG. 21 MIN. 13 SEC. EAST, A DISTANCE OF 105.93 FEET TO A
POINT, BEING 95.00 FEET LEFT OF CENTERLINE STATION 66+58.58;
6. THENCE SOUTH 52 DEG. 45 MIN. SO SEC. EAST, A DISTANCE OF 22L16 FEET TO .A
POINT ON A CURVE IN THE EXISTING NORTHWESTERLY RIGHT-OF-WAY LINE OF
POST PRESERVE BOULEVARD, BEING THE NORTHWESTERLY LINE OF THE 0.564
ACRE TRACT CONVEYED TO THE CITY OF DUBLIN BY DEED OF RECORD IN
OFFICIAL RECORD 307, PAGE 88; SAID POTNT BEING 95.00 FEET LEFT OF
CENTERLINE STATION 68+79.73;
THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ALONG THE EXISTING
NORTHWESTERLY RIGHT-OF-WAY LINE OF POST PRESERVE BOULEVARD, AND THE
NORTHWESTERLY LINE OF SAID 0.564 ACRE TRACT;
L THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 640.00 FEET, A
CENTRAL ANGLE OF 01 DEG. O1 MIN. S6 SEC., AN ARC LENGTH OF I L53 FEET, THE
CHORD TO WHICH BEARS SOUTH 40 DEG. 36 MIN. 02 SEC. W EST, A CHORD
DISTANCE OF 11.53 FEET, TO A POINT BEING 83.49 FEET LEFT OF CENTERLINE
STATION 68+79.06;
2. THENCE SOUTH 83 DEG. }8 MIN. 02 SEC. WEST, .4 DISTANCE OF 12.23 FEET TO AN
IRON PIN SE7 iPl THE NEW NORTHEASTERLY LIMITED ACCESS RIGHT-OF-WAY
LINE OF POST ROAD (PARCEL 95-WL), BEING 75.00 FEET LEFT OF CENTERI-1NE
STATION 68+70.25;
THENCE THE FOLLOWING F[VE (5) COURSES AND DISTANCES ALONG THE NEW
NORTHEASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF POST ROAD (PARCEL 95-WL), AND
.ACROSS SAID 45.628 ACRE TRACT;
I. THENCE NORTH S2 DEGAS MiN. SO SEC. WEST, A DISTANCE OF 21024 FEET TO AN
IRON PIN SET, BEING 75.00 FEET LEFT OF CENTERLINE STATION 66+60.00;
Z. THENCE NORTH 60 DEG. SS MiN. 38 SEC. WEST, A DISTANCE OF 76.06 FEET TO AN
IRON PIN SET, BL-ING 70.00 FEET LEFT OF CENTERLINE STATION 66+00.00;
3. THENCE NORTH SS DEG. OS MIN. 20 SEC. WEST, A DISTANCE OF 81.39 FEET TO AN
IRON PIN SET, BEING 85.00 FEET LEFT OF CENTERLINE STATION 65+20.00;
4. THENCE NORTH 25 DEG. 23 MIN. 38 SEC. WEST, A DISTANCE OF 13124 FEET TO AN
IRON PIN SET, BEING 170.00 FEET LEFT OF CENTERLINE STATION 64+20.00;
S. THENCE NORTH 09 DEG. 38 MIN. 23 SEC. WEST, A DISTANCE OF 95.61 FEET TO THE
POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 95-SH,
CONTAINING 0.293 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD
OCCUPIES 0.000 ACRES, MORE OR LESS.
RX 270
Rev 09!06
EXHIBIT A
PID
PARCEL
CTY-RTE-SEC
Version Date
Page 3 of 3
807x8
95-SH
UNI-33-29.87
05109/07
OF THE ABOVE DESCRIBED AREA, 0.293 ACRES ARE CONTAINED 1NiTHIN UNION COL"JTY
AllD1TOR'S PARCEL 17-0029013.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 147-00-00-
OI L000.
ALL IRON PINS SET ARE 3.%4 INCHES iN DIAMETER BY 30 INCHES LONG WITH AN
ALUMINUM CAP, BEARING THE NAME ODOT R!W AND R.D. ZANDE & ASSOCIATES.
ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF S.R. 161 !POST ROAD, UNLESS OTHERWISE SHOWN.
THE BEARINGS FOR 7HE UNI-33-24.87 PROJECT ARE BASED UPON STATE PLANE GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH 7.ONE, NAD 83 (86), AS MEASURED
USING G.P.S. ~4ETHODS 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 7(91,
AND iS BASED UPON A SURVEY POR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006
BY R. D. ZANDE AND ASSOCIATES, INC., LNDER THE DIRECTION OF SAID SURVEYOR.
GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD IN OFFICIAL RECORD 699,
PAGE 924, OF THE RECORDER'S OFFICE, UNION COIINTY, OHIO.
A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF.
..n..,~~~:,~...,
V ,, ^~~~
~J i
* .' STEVftd '~. A' ^
:~,;~~~ =
sr~R:~.o~e
~~S%nPiRi 5:;~~
R. D. ZANDE AYD ASSOCIATES, INC.
REGISTERED SURVEYOR NO. 7191 DATE
VMS 6420
vMS s7as EXHIBIT B ~,
BEGIN FOR P-
REFERENCE °
1 -~
J
I <
I , F
~ ~-
50' ~ ~ ~ ~ ~ J
~ POINT OF a Z
~ ~ TRUE 3 m
BEGINNING ~ ~
3 U Ci a h
I
~ LL
XI C ~L2_R ~ l4 ~ 0 n
93 WI ~I ~\ w
'yi ~ ~ U
x > 95 N
J W F-
c~ rU, ROGER W. GORDEN
X95 7 77-0029073.001
w ,-~j -p 45.628 ACRES
~ `(~ OR 699, PG. 924
w L of
~ ti
m m
N
_. (9
\ - R p ~
63 ~ '
O N V '
nva_ \~ cs 0.293 ACRES F' d'Na
cr7y \\ c,2
~ R/W e3- \ ~\ <~ SH
~ & CON O4iG ~7) ~
~~ ~ /~ ~
1
~ \ ~ ~ YO ~9. RIB'
i o~ $y ~+.
rr ~.
98 ~ h 3 em (9
V' ~~ \ ~~ ~ 739
V ~~~ooo
V ~ W ~ n+
96 ~
31 ~ ~ BP EXPLORATION ~
h a Ec OIL INC. Fd- ~
y ~ r7 39-0001011.000
x ~ 3.654 ACRES ~fy~
W vi vi ~ OR 273. PG. 484 ~ ~o
a ~I~ ~ F+
H >~> ,~O \'\,Q fY
8 I ~\
I ~
HAWKINS FAMILY NUMBER DELTA ANG. RADIUS ARC LEN CHORD DIRECTION CHORD
93 PARTNERSHIP, LTD. C7 01'0 7'56" 640.00' 11.53' S 40'36'02" W 11.53'
17-0031029.100
i 7.644 ACRES
OR 557, PG. 779
THIS PARCEL UES W(fHIN ZONE X"
e BB CRY OF DUBLIN OF THE 'FIRM' COMMUNDY PANEL
°y 39-0001009.000 N0. 390808 0750 C, WrtH AN
70.169 ACRES EFFECTNE DATE OF 70/03/06
OR 695, PG. 579
_ OR 695. PG. 582 MONUMEM LEGEND PARCEL 95-SH
CI7Y OF DUBLIN 17 R.R.S. FOUND UNI-33-24.87
~' 739 39-0029073.107 O REBAR FOUND COUNTY OF UNION, ,fEROYE 1'IIP.. OHIO
s 0.564 ACRES O IRON PIN FOUND VIRGINLI YIIATARY SURVEY 3462
OR 307, PG. 88 O R/W MONUMENT FD o too sao
_ • 3/4" IRON PIN SEf
.f R.R.S. SET ,w^'^'°o +.. stuE IN rcE.T
_ BASIS OF BEARINGS {~~SE."-•+.,~oy prbPer.ed g}.
THE BEPRINGS FOR THE UNI-33-24.87 PROJECT ~aP`STEVEN •o Q R.D. Zmidr ~ A.rmiatrx J>aC
ARE BASED UPON S1ATE PLANE GRID BEARINGS ~ `~+ E• ' ~ Q )500 Lakr SAan Dr., Sxite f00
FROM THE OHIO COORDINATE SYSTEM, SOUTH j i RADER !a ~ Ca[wnDecx OAfo .19P0!
ZONE, NAD 83 (e6), 0.S MEASURED USING C.P.S. 8 7197
_ METHODS THROUGH THE FRANKLIN COUNi1' yrf?94r/ITCe~O%.l~.~ PMnr 6>} iB6-ISB9
ENGINEER'S S7ATON5 "FRANK 72', 'FRANK 172", "TS •'`JQ'~i~" S~'J
'EGGS 5536", AND 'EGGS 5534'. "'+.n~~A~M'"~
RpwteiaC S~rvyx /]101 Dote
NUMBER DIRECTION DISTANCE
L1 S 04'74'42" E 651.29'
L2 N 8T35'S7' E 726.71'
L3 N 8T35'S7" E 25.09'
L4 S OT70'32" E 23.59'
LS 5 78'44'13" E 792.04'
l6 5 46'45'42" E 43.01'
L7 S 64'27'13" E 105.93'
L8 S 5745'50" E 227.76'
L9 5 83'18'02" W 72.23'
L10 N 52'45'50" W 270.24'
Li 1 N 60'55'38" W 76.06'
L72 N 55'08'20" W 87.39'
L13 N 25'23'38" W 73724'
L74 N 09'38'23" W 95.61'
y EXHIBIT
s ~,
RX 286 PID
Rev. 09!06 PARCEL
CTY-RTE-SEC
Version Date
PARCEL 95-TI
UNI-33-24.87
TEMPORARY EASEMENT FOR THE PURPOSE OF
PERFORMING THE WORK NECESSARY TO
TO REMOVE A BUILDING
FOR APPROXIMATELY 24 MONTHS FROM DATE OF ENTRY BY THE
STATE OF OHIO, DEPARTMENT OF TRANSPORTATION
f'a~e I of?
80 i68
95-TI
UNI-33-?4.87
05;09/G7
(Surveyor's description of [he premises follows(
SITUATED tN THE STATE OF OHIO, COUNTY OF UNION, SEROME TOWNSHIP, LOCATED iN
VIRGINIA MILITARY SURVEY NO. 3452, BEING A PART OF THE 45.628 ACRE TRACT CONVEYED TO
ROGER W. GOADEN BY DEED OF RECORD IN OFFICIAL RECORD 699, PAGE 924, RECORDS OF THE
RECORDER'S OFFICE, UNION COWTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS;
BEING A PARCEL OF LAND LYING ON THE LEFT SIDE OF THE CENTERLNE OF RIGHT-OF-
WAY AND CONSTRUCTION OF STATE ROUTE 161 !POST ROAD, AS ESTABLISHED BY A SURVEY
MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN, AND THE OHIO
DEPARTMENT OF TRANSPORTATION, 1N 2005 AND 2006, AND BEING LOCATED W[THIty THE
FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 95-T1;
BEGINNING FOR REFERENCE AT .4 RAILROAD SPIKE FOUND i'Q THE CENTERLINE OF
HYLAND-CROY ROAD (COUTiTY ROAD 2), BEING THE WESTERLY LINE OF VIRGINIA MILITARY
SURVEY NUMBER 3452, AND THE WESTERLY LINE OF SAID 45.628 ACRE TRACT, AT THE COMMON
CORNER OF VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, AT A NORTHEASTERLY
CORNER OF THE 11.644 ACRE TRACT CONVEYED TO THE HAWKINS FAMILY PARTNERSHIP, LTD.,
BY DEED OF RECORD ilv OFFICIAL RECORD 557, PAGE 119;
THENCE SOUTH 04 DEG. 14 MIN. 42 SEC. EAST, A DISTANCE OF 651:19 FEET, ALONG THE
EXISTP.VG CENTERLINE OF RIGHT-OF-WAY OF HYLAND-CROY ROAD, THE COMMON LINE OF SAID
VIRGINIA MILITARY SURVEY NUMBERS 6748 AND 3452. AND THE COMMON LiNE OF SAID 11.644
AND 45.628 ACRE TRACTS, TO A POiNT IN THE NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY
LINE OF STATE ROUTE 161 (POST ROAD); SAID POINT BEING 201.81 FEET LEFT OF CENTERLINE
STATION 62+7;.69;
THENCE NORTH 87 DEG. 35 MIN. 57 SEC. EAST, A DISTANCE OF 126.71 FEET ALONG THE
NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF POST ROAD, AND ACROSS SAID
45.628 ACRE TRACT, TO AN IRON PIN SET, BEING 249.38 FEET LEFT OF CENTERLINE STATION
63+66.69:
THENCE THE FOLLOWING THREE (3) COURSES AND DISTANCES ALONG THE NORTHERLY
AND NORTHEASTERLY LINES OF THE NEW STANDARD HIGHWAY EASEMENT (PARCEL 95-SH),
AND ACROSS SAID 45.628 ACRE TRACT;
1. THENCE CONTINUING NORTH 87 DEG. 35 MIN. 57 SEC. EAST, .A DISTANCE OF 25.09
FEET TO A POINT, BEING 260.63 FEET LEFT OF CENTERLINE STATION 63+89.12;
2. THENCE SOUTH 07 DEG. ]0 MTN. 32 SEC. EAST, A DISTANCE OF 23.59 FEET TO A
POINT, BEING 240.50 FEET LEFT OF CENTERLINE STATION 64+01.41;
3. THENCE SOUTH 18 DEG. 44 MIN. 13 SEC. EAST, A DISTANCE OF 96.36 FEET TO A
POINT, BEING 170.00 FEET LEFT OF CENTERLINE STATION 64+67.10, AND BEING THE
POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 95-TI;
'J
I ~_
5~~~ ~ i
O
a
3 j~ Ci
~ 4
XI
93 wl ~' ~\
'~' ~
x
~ w
__ w)
I
i~
98 I F
f>a 3
V I~
~ ~x
V w
N N
3I ~ ~
~nv
D: tD~M
w ~~N ~
~ ~ I
> >
I ~
HAWKINS FAMILY
93 pARTNERSHiP, LTD.
77-0031029.700
11.644 ACRES
OR 557, PG. F 19
O CITY OF DUBLIN
98 39-0001009.000
10.789 ACRES
OR 695, PG. 579
OR 695, PG. 582
CITY OF DUBLIN
139 39-0029013.107
0.564 ACRES
OR 307, PG. BB
\ ~
)N R\\\\
NUMBER DIRECTION DISTANCE
Lt S 04'74'42" E 651.29'
L2 N 8T35'S7" E 126.77'
L3 N 8T35'S7' E 25.09'
L4 S OT70'32" E 23.59'
L5 S 78'44'13" E 96.36'
L6 S 85'02'01" E 45.44'
L7 S 01'02'35" W 38.06'
LS S 83'33'29" W 29.39'
L9 N 78'44'73" W 47.84'
95
h
F
J
r
~-
0
n
r!
U
ROGER W. GORDEN
17-0029013.001
45.628 ACRES
OR 699, PG. 924
0.036 ACRES
THIS PARCEL LIES WfMIN ZONE "X"
OF THE "FlRM' COMMUNITY PANEL
N0. 390806 0150 C. WfiH AN
EFFECTIVE DA7E OF 10/03/06
MONUMENT LEGEND
A' R.R.S. FOUND
O REBAR FOUND
O IRON PIN FOUND
O R/W MONUMEM FD
• 3/4" IRON PIN SET
1 R.R.S. SET
B CIS OF a AKIN •~
THE BEARINGS FOR THE UNI-33-24.67 PROIEC!
ARE BASED UPON SUTE PUKE GRID BEARINGS
FROM THE OHIO COORDINATE SYSTEM. SOUTH
ZONE, NAD 83 (B6), AS MEASURED USING G.P.S.
ME7HDDS THROUGH THE FRANKLIN COUNiY
ENGINEER'S STATIONS 'FRANK 72", 'FRANK t72",
'EGGS 5536". AND 'EGGS 5534".
e F
is ,e
w
z -.m
dpd
~~~
O h V
_I p 41 ~9
d N [L
6,/ 4~
\~'~~H may. os2
~ \ j I`a
~ ~ 739
'1+
F~
P ~
PARCEL 95-T1
UNI-33-24.87
COUNfY OF UNION, JEROYE T1IP., OHIO
VR2GINTA SQI.ITARY SURVEY 3452
o Too 200
n~^w"'"0i*c~ SCAtE IN FEET
~tE.. ~-F. o"` Pre ea
P`~SPf57EVEN`~~.11 7» ~
'.o RD. Sandi S A.ttoeiaf~s lne.
£* E' + 1500 LaLV SAan L9•., Swh !00
RADER i=
v` 7197 it ~ ~ Colwnbus OAio fSPOt
v_ff.~oi lTE.P.. a. V~ ~ l
~x3~oxxt s~~ ~ D
'~~++•e Repi+tereE Su~wyor {7191 Gate
.IN FOR
ERENCE EXHIBIT B
a/~
..
~~H/ 1
X95
~ `~~
BP EXPLORATION
~ oIL wc.
39-0007011.000
3.654 ACRES
Oft 273, PG. 484
EXHIBIT
RX 286 ~ PID
Rev. 09;06 PARCEL
CTY-R7E-SEC
Version Daie
PARCEL 95-T2
UNI-33-24.87
TEMPORARY EASEMENT FOR THE PURPOSE OF
PERFORMING THE WORK NECESSARY TO
TO CONSTRUCT A DRIVE
FOR APPROXIMATELY 24 MONTHS FROM DATE OF ENTRY BY THE
STATE OF OHIO, DEPARTMENT OF TRANSPORTATION
Page i of 3
807x8
95-T2
UNI33-24.87
05/09/07
(Surve}•or's description of the premises follows
SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN
VIRGINIA MILITARY SURVEY NO. 3452, BEING A PART OF THE 45.628 ACRE TRACT CONVEYED TO
ROGER W. GORDEN BY DEED OF RECORD IN OFF[C}AL RECORD 699, PAGE 924, RECORDS OF THE
RECORDER'S OFFICE, UN]ON COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS;
BEING A PARCEL OF LAND LYING ON THE LEFT SIDE OF THE CENTERLINE OF RIGHT-OE-
WAY AND CONSTRUCTION OF STATE ROUTE 161 /POST ROAD, AS ESTABLISHED BY A SURVEY
MADE BY R.D. ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN, ..AND THE OHIO
DEPARTMENT OF TRANSPORTATION, IN 2006 AND 2006, AND BEING LOCATED WITHIN THE
FOLLOWNG DESCRIBED BOUNDARY POINTS OF PARCEL 95-T2;
BEGINNING FOR REFERENCE AT .A RAILROAD SPIKE FOUND IN THE CENTERLINE OF
HYLAND-CROY ROAD (COUNTY ROAD 2), BEING THE WESTERLY LI]vE OF VIRGINIA MILITARY
SURVEY NUMBER 3452, AND THE WESTERLY LINE OF SAID 45.628 ACRE TRACT, AT THE COMMON
CORNER OF VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, AT A NORTHEASTERLY
CORNER OF THE ll.644 ACRE TRACT CONVEYED TO THE HAWKINS FAMILY PARTNERSHIP, LTD.,
BY DEED OF RECORD }N OFFICIAL RECORD 557, PAGE 119;
THENCE SOUTH 04 DEG. 14 MIN. 42 SEC. EAST. A DISTANCE OF 66129 FEET, ALONG THE
EXISTING CENTERLINE OF RIGHT-OF-WAY OF HYLAND-CROY ROAD.'fHE COMMON L[NE OF SAID
VIRGINIA MILITARY SURVEY NUMBERS 6748 AND 3462, AND THE COMMON LINE OF SAID 11.644
AND 45.628 ACRE TRACTS, TO A POINT IN THE NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY
LINE OF POST ROAD (PARCEL 95-WL); SAID POINT BEING 201.81 FEET LEFT OF CENTERLINE
STATION 62+73.69:
THENCE NORTH 87 DEG. 35 MIN. 57 SEC. EAST, A DISTANCE OF 126.71 FEET ALONG THE
NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF POST ROAD (PARCEL 95-WL), AND
ACROSS SAID 46.b28 ACRE TRACT, TO AN IRON PIN SET, BEING 65.00 FEET RIGHT OF CENTERLINE
HYLAND-CROY STATION 400+00.00;
THENCE CONTINUING NORTH 87 DEG. 36 MIN. 67 SEC. EAST, A DISTANCE OF 26.09 FEET
ALONG THE NORTHERLY LINE OF THE NEW STANDARD HIGHWAY EASEMENT (PARCEL 95-SH),
AND ACROSS SAID 45.628 ACRE TRACT TO A POINT [N THE EASTERLY LINE OF THE NE W UTILITY
EASEMENT (PARCEL 96-U), BEING 90.09 FEET RIGHT OF CENTERLINE HYLAND-CROY STATION
400+00.00, AND BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 95-
T2;
THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ALONG THE EASTERLY LINE
OF THE NEW UTILITY EASEMENT (PARCEL 95-U ), AND ACROSS SAID 45.628 ACRE TRACT;
I. THENCE NORTH 07 DEG. 10 MIN. 32 SEC. WEST, A DISTANCE OF 1 ] 5.50 FEET TO A
POINT BEING 90.14 FEET RIGHT OF CENTERLINE HYLAND-CROY STATION 401+00.54;
2. THENCE NORTH 19 DEG. 32 MIN. 18 SEC. WEST, A DISTANCE OF 142.67 FEET TO A
POINT BEING 83.39 FEET RIGHT OF CENTERLINE HYLAND-CROY STATION 402+35.00;
EX H). B ~T .~ Page 2 of 3
RX 286 PID 807x8
Rev. 09/06 PARCEL 95-P_
C"P.'-RTE-SEC UNI-33-?4.87
Version. Date 05!09/07
THENCE THE FOLLOWING EIGHT (8) COURSES AND DISTANCES ACROSS SAID 45.628 ACRE
TRACT;
L THENCE SOUTH 63 DEG. 39 MIN. OS SEC. EAST, A DISTANCE OF S 1.41 FEET TO A
POINT BEING 120.00 FEET RIGHT OF CENTERLINE HYLAND-CROY STATION
401+95.00;
2. THENCE SOUTH I S DEG. 13 MIN. 42 SEC. EAST, A DISTANCE OF 207.46 FEET TO A
POINT BEING 110.00 FEET RIGHT OF CENTERLINE HYLAND-CROY STATION
400-20.00;
3. THENCE SOUTH 45 DEG. 20 MIN. S I SEC. EAST, A DISTANCE OF 17230 FEET TO A
POINT, BEING 240.00 FEET LEFT OF CENTERLINE S.R. 161 /POST ROAD STATION
65+75.00;
4. THENCE SOUTH 02 DEG. 19 MIN. 25 SEC. EAST, A DISTANCE OF 55.90 FEET TO A
POINT, BEING 190.00 FEET LEFT OF CENTERLINE STATION 66+00.00;
S. THENCE SOUTH 86 DEG. 41 MiN. 19 SEC. WEST, A DISTANCE OF 25.94 FEET TO A
POINT, BEING 178.00 FEET LEFT OF CENTERLINE STATION 65+77.00;
6. THENCE NORTH 24 DEG. 54 MIN. I 1 SEC. WEST, A DISTANCE OF 48.92 FEET TO A
POINT, BEING 210.00 FEET LEFT OF CENTERLINE STATION 65+40.00;
7. THENCE NORTH 48 DEG. 00 MIN. SO SEC. W EST, A DISTANCE OF 13124 FEET TO A
POINT, BEING 250.00 FEET LEFT OF CENTERLINE STATION 64+I5.00;
8. THENCE SOUTH 79 DEG. 16 MIN. 31 SEC. WEST. A DISTANCE OF 16.58 FEET TO A
POINT IN THE EASTERLY LINE OF THE NEW STANDARD HIGHW AY EASEMENT
(PARCEL 95-SH}, BEING 240.50 FEET LEFT OF CENTERLINE STATION 64+01.41;
THENCE NORTH 07 DEG. 10 MM. 32 SEC. WEST, A DISTANCE OF 23.59 FEET ALONG THE
EASTERLY LINE OF THE NEW STANDARD HIGH WAY EASEMENT (PARCEL 95-SH), AND ACROSS
SAID 45.628 ACRE TRACT, TO 7HE POINT OF TRUE BEGSNNING OF THE HEREIN DESCRIBED
PARCEL 95-T2, CONTAINING 0.392 ACRES, MORE OR LESS.
OF THE ABOVE DESCRIBED AREA, 0.392 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL I7-0029013.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 147-00-00-
0I 1.000.
ALL IRON PINS SET ARE 3;4 INCHES II9 DIAMETER BY 30 INCHES LONG WITH AN
ALUMINUM CAP, BEARING THE NAME ODOT R!W .AND R.D. ZANDE & ASSOCIATES.
ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF S.R. 161 /POST ROAD, UNLESS OTHERWISE SHOWN.
THE BEARINGS FOR THE UIvI-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 286
Rev. 09!06
EXHIBIT A
PID
PARCEL
CTY-RTE-SEC
Version Date
Pale 3 of 3
80748
95-P_
LNI-33-?4.87
05109/07
THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191,
AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006
BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID SURVEYOR.
GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD IN OFFICIAL RECORD 699,
PAGE 924, OF THE RECORDER'S OFFICE, UNION COUTITY, OHiO.
THIS TEMPORARY EASEMENT iS FOR THE PURPOSE OF PERFORMING THE WORK
NECESSARY TO CONSTRUCT A DRIVE.
A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF.
` `l P~ F ~ ~ `/,~i^
``>t :'' .STEVEN ~ ~ `=.
'~'AD[R
~.~~FG 0.: ~~'
0,~., .. !S iER~:
J
~~"~nS~C``1Al JAR i
'/{.ry:ee~: cacti Y:.i
R. D. ZANDE AND ASSOCSATES, ItiC.
REGISTERED SURVEYOR NO. 7191 DATE
O JOHN L. WIRCHAINSKI
92 1J-0031039.001
32.623 AC. (TRACT II)
D.B. 298. PG. 339
EXHIBIT B
_
_ _ VMS 6420 ____
~-___-- _~_
N 84'50'41 " E VMS 674 8 I~. I
O
U
I ~
I
~ ~ ~
i tii
I
~ ~
°
p
{~ m'~
I
43 m
I n ~ ~;
a
~o n
HAWKINS FAMILY cn vI
PARTNERSHIP, LTD. ~ I'h 25
77-0031029.100
644 ACRES
17
~
1
. 3 ~ `~
3
OR 557, PG. 779 ~ ; ~ ' asst AC
, I .
X
W '1 IX
~ W
NUMBER DIRECTION DISTANCE ~~ ~~,
L1 N BT35'S7' E
'
' 126.71'
'
L2 N BT35
S7
E 25.09 ,X„ 1-~~ (S 95
L3 N OT 10'32" W 115.50'
L4
N 1932'78' W
742
57 I; ROGER W. GORDEN
LS
S 63'39'05' E .
57.41' w
- I~ 1 7-00290 7 3.001
45.626 ACRES
L6 S 15'13'42" E
"
" 207.46'
' a (m
~' ` 'p
50' OR 699, PG. 924
L7 51
S 45'20
E 772.30 a ~
L8 S 02't9'25" E 55.90' ~
a
L9 S 86'47'19' W 25.94' o
rn 1~ ~
L10 N 24'54'11" W 48.92' i I ' p 95
L11 N 48'00'50" W 131.24' I I 11 f -T2
L12 S 79'76'37" W 76.58' i
L13 N 071032' W 23.59' ~ i
~ u
~ t
0
I r
~y
_ ~~
POINT OF TRUE ca ~
/93:7 BEGINNING /95,N C~
\ /~ ! N
R X61 /W & CONST. ~ A ~
'-~_ ~ ~ L9
98 `` \
CfiY OF DUBLIN ~ fX ~
39-0001009.000 \ ~4'jy, ~ \
10.189 ACRES 6
OR 695. PG. 579, 582
~' ~\\ \~
MONUMENT LEGEND PARCEL 95-T2
f7 R.R.S. FOUND UNI-33-24.87
O REBAR FOUND THIS PARCEL UES WITHIN ZONE 'X'
O IRON PIN FOUND OF THE "FIRM' coMUUNrtY PANEL COUNTY OF tAYtON, .IEROYE TAP., OHIO
OO R/W MONUMENT FD N0. 390608 0150 C, WlfH AN VIRGINIA YQTTARY SURVEY 3452
• 3/4" IRON PIN SE7 EFFECRYE DATE OF 10/03/06 0 10o zoo
J' R.R.S. SET
9.n~"' oF"'"+~ scut w FErr
8ASI5 OF BEARINGS pl~tEr' o ~
i~P/STEVEN'1ti~ E py.r ~~
P ~
THE BEARINGS FOR 1HE UNI-33-24.87. PROJECT
ARE EJSED UPON SUTE PUKE GRID BEARINGS p
ao
~` i I E' a
RADER RO. Zmdr 6 Asraeiah; /ne.
7500 Lakt SAon Dr., Suilr 700
~
FROM THE OHIO COORDINATE SYSTEM, SOUTH i pE
jog
7191
t
: CsGsmbuS OAio !SPOT
I9B9
6
~
20NE. NAD 83 (86). /5 MEASURED USING C.P.S. %
k* a
i °. /611f
-
PAOni
METHODS THROUGH THE FRANKLIN COUNTY `-`"s .,.;_T Eajp ~ /~/ ~
ENGINEER'S STATIONS 'FRANK 72'. 'FRANK 172', srp9AV s~~~'
g
~' ~~~/
'EGGS 5536", AND 'EGGS 5534'. "'^+......w," Rpht«stl Sunryer p19t DvN