19-08 ResolutionRECORD OF RESOLUTIONS
Resolution No,
19-08
Passed . 20.
1
1
A RESOLUTION OF INTENT TO APPROPRIATE 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, CITY OF DUBLIN TOWNSHIP OF
JEROME, COUNTY OF UNION, STATE OF OHIO.
WHEREAS, the City of Dublin is preparing to improve the U.S. Highway 33 and
State Route 161 Interchange in Franklin and Union Counties; and
WHEREAS, said improvement will require the City of Dublin to obtain a fee simple
interest, 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 THEREFQRE, 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, 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„
Section 2. The City Manager is hereby authorized to cause written notice of the
passage of this Resolution to be served upon the owners and persons in possession or
having an interest of record in the above-described property. This notice shall be
served according to law.
Section 3. This Resolution shall take effect and be in force from and after the
earliest date permitted by law.
Passed this ~~~ day of , 2008.
i
..
1
Mayor -Presiding Officer
ATTEST:
~-~~ c~
Clerk of Council
~SCHOTTENSTEIN
ZOX~`DUNN, ..
ME11fOR~ ~~D LhYf
TO: Dublin City Council
Jane S. Brautigam
Paul A. Hammersmith, PE, Director of Engineering/City Engineer
FROM: Stephen J. Smith, Law Director
Philip K. Hartmalu~, Assistant Law Director
DATE: April 3, 2008
RE: Resolution 19-08 - Intent to Appropriate -Roger W. Gorden Property
U. S. Highway 33 acid State Route 161 Interchaaige Improvement Project
PROJECT BACKGROUND:
The City of Dublin and the Ohio Department of Transportation (ODOT) are working together to
make improvements to the US 33/SR 161/Post Road interchange. The current "tight diamond"
configuration will be changed to a "Parclo A" configuration. This means that loop ramps are
introduced to eliminate the need for left toms from the arterial road (i.e. SR 161/Post Road) onto
the free~Tay (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 ovmers along this interchange.
AC(~UISITION 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.
ACTION TAKEN IN THIS CASE:
Since the year 2006, the Law Department has been in contact with the landowner to inform lvm
of the upcoming construction and effect of the interchange improvement to his property. A title
search was conducted and an appraiser has been engaged to determine the fair market value of
the property. The Law Department also engaged M/E Company (Mr. James Howard) to
Memo to Council -Resolution 19-08 -Gorden Property
April 3, 2008
Page 2 of 2
negotiate the acquisition with the landowner. This resolution indicates the City's intent to
appropriate the above land. This resolution merely starts 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.
REC""OMMENDATION:
The Law Department recommends approval of Resolution No. 19-08.
Columbus
Cleveland
Cincinnati
[Fi 11; 2454 f }
250 West Street, Columbus, Ohio 432 1 5-2538 ~ P.O. Box 165020, Columbus, OH 43216-5020 ~ Voice: 614-462-2700 ~ Fax: 614-462-5135
RX 250
Rev. 10/06
EXHIBIT
Page 1 of 2
PID 80748
PARCEL 95-WD
CTY-RTE-SEC LJNI-33-24.87
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, 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 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 2006, AND BEING LOCATED WITHIN THE FOLLOWING DESCRIBED BOUNDARY POINTS
OF PARCEL 95-WD;
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
119 AND THE 32.623 ACRE TRACT (TRACT II) CONVEYED TO JOHN 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 THE
EASTERLY EXTENSION OF THE COMMON LINE OF SAID VIRGINIA MILITARY SURVEY NUMBERS
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 ROAD; 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;
1. 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 140.77 FEET TO AN
IRON PIN SET, BEING 45.00 FEET RIGHT OF CENTERLINE STATION 404+64.77;
3. THENCE SOUTH 12 DEG. 15 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
EXHIBIT A
PID
PARCEL
CTY-RTE-SEC
Version Date
Page 2 of 2
80748
95-WD
UNI-33-24.87
05/09/07
5. THENCE SOUTH 07 DEG. ] 0 MIN. 32 SEC. EAST, A DISTANCE OF 1 10.71 FEET TO AN
IRON PIN SET IN THE NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF
POST ROAD (PARCEL 95-WL), BEING 65.00 FEET RIGHT OF CENTERLINE STATION
400+00.00;
THENCE SOUTH 87 DEG. 35 MIN. 57 SEC. WEST, 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 46.528 ACRE TRACT, TO A RAILROAD 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
SPIKE 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 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 l 1.644
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 COUNTY GIS MAP NUMBER 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-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 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 699,
PAGE 924, 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
92 107H00310319 0011NSKI EXHIBIT B
32.623 AC. (TRACT II)
D.B. 298, PG. 339
VMS 6420 _ _ ~ _
- - -~ VMS 6748
93
HAWKINS FAMILY
PARTNERSHIP, LTD.
17-0031029.100
11.644 ACRES
OR 557, PG. 119
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BEGINNING
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NUMBER DIRECTION DISTANCE
L1 N 84'50'41" E 40.01'
L2 S 04' 14'42" E 53.90'
L3 S 06'32'38" E 140.77'
L4 S 12' 15'59" E 157.04'
L5 S 19'32' 18" E 202.55'
L6 S 07'10'32" E 110.71'
L7 S 87'35'57" W 126.71'
1.121 AC. (GROSS)
-0.374 AC. (P.R.O.)
0.747 AC. (NET)
95
-WD
THIS PARCEL LIES WITHIN ZONE "X"
OF THE "FIRM" COMMUNITY PANEL
N0. 390808 0150 C, WITH AN
EFFECTNE DATE OF 10/03/06
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ROGER W. GORDEN
17-0029013.001
45.628 ACRES
OR 699, PG. 924
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OR 695, PG. 579, 582 ~Q\ ~
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PARCEL 95-WD
X
W .O' R.R.S. FOUND UNI-33-24.87
O REBAR FOUND
3 O IRON PIN FOUND COUNTY OF UNION, JEROYE TIIP., OHIO
O R/W MONUMENT FD IRON PINS SET ARE 3/4"
" VIRGWIA iIQLiTARy SURVEY 3452
i LONG WITH A
• 3 4" IRON PIN SET DIAMETER BY 30
/ U ~~ 200
PLASTIC CAP, BEARING THE NAME
rr ./' R.R.S. SET "R. D. ZANDE & ASSOC."
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m ZONE, NAD 83 (88), AS MEASURED USING G.P.S. ,, ;~~,
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~ METHODS THROUGH THE FRANKLIN COUNTY
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, AND ~~/N//N//N~~ Registered Surveyor /7191 Gate
RX 252
Rev. 09/06
EXHQIBIT
l:7
Page 1 of 3
P[D 80748
PARCEL 95-WL
CTY-RTE-SEC UNI-33-24.87
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 "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. 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 SIDE OF THE CENTERLINE 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, IN 2005 AND 2006, AND BEING LOCATED WITHIN THE
FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 95-WL;
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 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 IN OFFICIAL RECORD 557, PAGE 1 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 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+73.69, AND BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED
PARCEL 95-WL;
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 SAID 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;
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
IRON PIN SET, BEING 85.00 FEET LEFT OF CENTERLINE STATION 65+20.00;
EXHIBIT A Page 2 of 3
RX 252 PID 80748
Rev. 09/06 PARCEL 9S-WL
CTY-RTE-SEC UNI-33-24.87
Version Date OS/09/07
THENCE SOUTH SS DEG. 08 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;
5. THENCE SOUTH 60 DEG. 55 MIN. 38 SEC. EAST, A DISTANCE OF 76.06 FEET TO AN
IRON PIN SET, BEING 75.00 FEET LEFT OF CENTERLINE STATION 66+60.00;
6. THENCE SOUTH 52 DEG. 4S MIN. 50 SEC. EAST, A DISTANCE OF 210.24 FEET TO AN
IRON PIN SET IN THE EXISTING NORTHWESTERLY RIGHT-OF-WAY LINE OF POST
PERIMETER 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 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
EXISTING 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
NORTHEASTERLY LINE OF THE ORIGINAL 0.444 ACRE TRACT CONVEYED TO THE CITY OF DUBLIN
BY DEED OF RECORD IN OFFICIAL RECORD 261, 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;
1. THENCE NORTH S2 DEG. 4S MIN. SO SEC. WEST, A DISTANCE OF 226.47 FEET TO A
POINT OF CURVATURE, BEING 50.00 FEET LEFT OF CENTERLINE STATION 66+17.82;
THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 850.00 FEET, A
CENTRAL ANGLE OF 15 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 NORTHWESTERLY CORNER OF SAID
ORIGINAL 0.444 ACRE TRACT; SAID POINT BEING 69.60 FEET OF CENTERLINE
STATION 63+99.17;
THENCE THE FOLLOWING TWO (2) COURSES 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 26.1 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 36.36 FEET
LEFT OF CENTERLINE STATION 64+23.93;
THENCE NORTH 74 DEG. 46 MIN. 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 252
Rev. 09/06
F,XHiRIT A
PID
PARCEL
CTY-RTE-SEC
Version Date
Page 3 of 3
80748
95-WL
UNI-33-24.87
05/09/07
OF THE ABOVE DESCRIBED AREA, 0.862 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 17-0029013.001, AS SHOWN ON UN]ON COUNTY GIS MAP NUMBER ]47-00-00-
01 1.000.
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 S.R. 161 /POST ROAD, UNLESS OTHERWISE SHOWN.
THE BEARINGS FOR THE UNI-33-24.87 PROJECT ARE BASED UPON STATE PLANE GRID
BEARINGS FROM THE OHiO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED
USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72",
"FRANK 172", "FCGS 5536", AND "FCGS 5534".
THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191,
AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006
BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID SURVEYOR.
GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD IN OFFICIAL RECORD 699,
PAGE 924, 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
VMS 6420
VMS 6748
BEGIN FOI
REFERENC
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HAWKINS FAMILY
93 PARTNERSHIP, LTD.
17-0031029.100
11.644 ACRES
OR 557, PG. 119
CITY OF DUBLIN
98 39-0001009.000
10.189 ACRES
OR 695, PG. 579
OR 695, PG. 582
a
IRON PINS SET ARE 3/4"
DIAMETER BY 30" LONG WITH
AN ALUMINUM CAP, BEARING
THE NAME "ODOT R/W AND
R.D. ZANDE & ASSOC."
MONU MENT LEGEND
.O' R.R.S. FOUND
~ REBAR FOUND
O IRON PIN FOUND
O R/W MONUMENT FD
• 3/4" IRON PIN SET
,•' R.R.S. SET
THE BEARINGS FOR THE UNI-33-24.87 PROJECT
ARE BASED UPON STATE PLANE GRID BEARINGS
n FROM THE OHIO COORDINATE SYSTEM, SOUTH
°' ZONE, NAD 83 (86), AS MEASURED USING G.P.S.
o METHODS THROUGH THE FRANKLIN COUNTY
ENGINEER'S STATIONS "FRANK 72", "FRANK 172",
"EGGS 5536", AND "EGGS 5534".
NUMBER DIRECTION DISTANCE
L1 S 04'14'42" E 651.29'
L2 N 87'35'57" E 126.71'
L3 S 09'38'23" E 95.61'
L4 S 25'23'38" E 131.24'
L5 S 55'08'20" E 81.39'
L6 S 60'55'38" E 76.06'
L7 S 52'45'50" E 210.24'
L8 S 83' 18'02" W 36.03'
L9 N 52'45'50" W 226.47'
L10 S 48'37'32" E 24.34'
L11 S 20'57'27" W 26.11'
L12 N 74'46'33" W 79.92'
L13 N 04'14'42" W 191.96'
r
~'' 95
ROGER W. GORDEN
17-0029013.001
45.628 ACRES
OR 699, PG. 924
~~ 0.862 AC. (GROSS)
-0.180 AC. (P.R.O.)
~~~ 0.682 AC. (NET)
~S
C~
~ Rik' ~, s \ L6 95
~F
~~ ~°~
139 ~ F+ ~ (9 F
39-0029 (~' ~ ~ T~
-013.002 \ 'pi~~~j C/~ ~~ ~ A
~ o
~ \ ~~l~,L
~~
96 ~
BP EXPLORATION
& OIL INC. F-f'
39-000101 1.000
3.654 ACRES ~~ly\
OR 273, PG. 484 ~
z
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~ ~~ ~5~ ~
~ 4~ ~
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39-0029
-013.101 ~
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'
CITY OF DUBLIN
139 39-0029013.101
0.564 ACRES
OR 307, PG. 88
CITY OF DUBLIN
139 39-0029013.002
ORIG. 0.444 ACRES
OR 261, PG. 18
~F+
o ~•
,~o
THIS PARCEL LIES WITHIN ZONE "X"
OF THE "FIRM" COMMUNITY PANEL
N0. 390808 0150 C, WITH AN
EFFECTNE DATE OF 10/03/06
PARCEL 95-WL
UNI-33-24.87
JEROYE TIYP., UNION COUNTY, OHIO
VIRGINIA MIIdTARY SURVEY 3452
0 100 200
~~~/r SCALE IN FEET
E,...~ F O a
ii~
i ~
=
N'
~~
~
Prepared By
STEVE
'::
ti?:'
:o ~
y: E R.D. Zanaio ~ Associatts, lnc.
.
e RADER ~ ~ ~ 1500 Lake Shoe Dr., Srsste >00
7° t 7191 : o ~
~:,p ors' ~~ Colipnbt~s, Ohw ~9$O~
Phone: >~R~ 6-x.989
=~ s ~~ : s r Ea J~ ~,~~`~
g
ii
S ~~ „ f~,I
'
'd~
~ONAL 7[
i
,
'I~~~~~//N/~N~~~ Registered Surveyor X7191 Oote
EXHIBIT
Rx z82 Pm
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 1 of 3
80748
9S-U
UNI-33-24.87
OS/09/07
(Surveyor'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 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, INC., 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 JOHN 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 THE
EASTERLY EXTENSION OF THE COMMON 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 STATION 406+59.54, AND BEING THE POINT OF TRUE
BEGINNING OF THE HEREIN DESCRIBED 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;
1. THENCE SOUTH 04 DEG. 14 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 2 of 3
RX 282 PID 80748
Rev. 09/06 PARCEL 95-U
CTY-RTE-SEC UNI-33-24.87
Version Date OS/09,~07
THENCE SOUTH 12 DEG. 15 MIN. 59 SEC. EAST, A DISTANCE OF 154.20 FEET TO A
POINT, BEING 78.90 FEET RIGHT OF CENTERLINE STATION 403+01.10;
4. THENCE SOUTH 19 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;
5. THENCE SOUTH 07 DEG. 10 MIN. 32 SEC. EAST, A DISTANCE OF 115.50 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. 35 MIN. 57 SEC. WEST, A DISTANCE OF 25.09 FEET ALONG THE
NORTHERLY LINE OF A NEW STANDARD HIGHWAY EASEMENT (PARCEL 95-SH), AND ACROSS
SAID 45.628 ACRE TRACT, TO AN IRON PIN SET AT THE INTERSECTION OF THE NEW NORTHERLY
LIMITED ACCESS RIGHT-OF-WAY LINE OF POST ROAD (PARCEL 95-WL) AND THE NEW EASTERLY
RIGHT-OF-WAY LINE OF HYLAND-CROY 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 NEW EASTERLY
RIGHT-OF-WAY LINES OF HYLAND-CROY ROAD (PARCEL 95-WD), AND ACROSS SAID 45.628 ACRE
TRACT;
1. THENCE NORTH 07 DEG. 10 MIN. 32 SEC. WEST, A DISTANCE OF 1 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 PIN SET, BEING 53.87 FEET RIGHT OF CENTERLINE STATION 403+00.00;
3. THENCE NORTH 12 DEG. 15 MIN. 59 SEC. WEST, A DISTANCE OF 157.04 FEET TO AN
IRON PIN SET, BEING 45.00 FEET RIGHT OF CENTERLINE STATION 404+64.77;
4. THENCE NORTH 06 DEG. 32 MIN. 38 SEC. WEST, A DISTANCE OF 140.77 FEET TO AN
IRON PIN SET, BEING 40.00 FEET RIGHT OF CENTERLINE STATION 406+05.64;
5. THENCE NORTH 04 DEG. 14 MIN. 42 SEC. WEST, A DISTANCE OF 53.90 FEET TO THE
POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 95-U,
CONTAINING 0.382 ACRES, MORE OR LESS.
OF THE ABOVE DESCRIBED AREA, 0.382 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 17-0029013.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 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-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 THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72",
"FRANK 172", "FCGS 5536", AND "FCGS 5534".
RX 382
Rev. 09/06
EXHIBIT A
PID
PARCEL
CTY-RTE-SEC
Version Date
Page 3 of 3
80748
95-U
UN I-3 3-24.87
05/09/07
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 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 COUNTY, OHIO.
A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF.
~91i ~~171•~~
,``4.,~1\ Ypr
L r. ~0
,~ U. . , ..~.5, ,
c'•f ' ~
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;,,gip , ~~`c~'~S r Ft`"v ` 'J~~~ -
,6~ S~~r,f~JA.~. S~ •``Q.
°~ ..~
11 iF~1111'1!41 ~.._1.~
R. D. ZANDE AND ASSOCIATES, INC.
~C(i~ C~ /-~~'~ S c ~U
REGI TERED SURVEYOR NO. 7191 DATE
92 JOHN L. WIRCHAINSKI
17-0031039.001
32.623 AC. (TRACT II) BEGIN FOR
D.B. 298, PG. 339 REFERENCE
______ VMS 6420 __.~_
N 84'50'41' E ~ VMS 6748
0
0
93
HAWKINS FAMILY
PARTNERSHIP, LTD.
17-0031029.100
11.644 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 12' 15'59" E 154.20'
L6 S 19'32'18" E 203.67'
L7 S OT 10'32" E 1 15.50'
L8 S 8T35'S7" W 25.09'
L9 N OT10'32" W 110.71'
L10 N 19'32'18" W 202.55'
L11 N 12'15'59" W 157.04'
L12 N 06'32'38" W 140.77'
L13 N 04'14'42" W 53.90'
L14 S ST35'S7" W 126.71'
\ [q~R I
V
~ \
CITY OF DUBLIN
39-0001009.000
10.189 ACRES
OR 695, PG. 579, 582
X93- ~
6Q ~ ~WL2
R~
S;R 1 s1 ~ R/W &, CONST
.~_~_
EX~ /W \ \
LA- . 6,f
98
A' MONUMENT LEGEND
R.R.S. FOUND
O REBAR FOUND
O IRON PIN FOUND
O R/W MONUMENT FD
• 3/4" IRON PIN SET
.~' R.R.S. SET
THIS PARCEL LIES WITHIN ZONE "X"
OF THE "FIRM" COMMUNITY PANEL
N0. 390808 0150 C, WITH AN
EFFECTNE DATE OF 10/03/06
BASIS OF BEARINGS
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",
"EGGS 5536", AND "EGGS 5534".
/95 ~
~-WL/
0.382 AC.
95
ROGER W. GORDEN
17-0029013.001
45.628 ACRES
OR 699, PG. 924
J
1 ~ SHE
~ F'I' ~ \
\~ ~
ss ~R%
\ ~\ \
~,~ f~''STEVEN'+ti
yl E. i°
~i RADER i~
pi 7191 fo
o ~9 o f~"
_Z S,S Q I g~7 E~; JQ. ~~~
~.~ ~ONAI. g~d~d
25.
95
-U
rn ~
('~~L
rn
L8
PARCEL 95-U
UNI-33-24.87
COUNTY OF UNION, JEROI(E TI/P., OHIO
VIRGINIA DLII.iTARY SURVEY 3452
o ioo 200
SCALE IN FEET
Prepared By
R.D. Zas~ds e!' Associatos, lrac.
>500 lags Shone Dr., Suits f00
D ~~ O~~ .~.~a0~
So9 07
Rsyisterod Surveyor /7191 Date
POINT OF TRUEI
BEGINNING
I~
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EXHIBIT
Page I of 3
RX 270 PID 80748
Rev. 09/06 PARCEL 9S-SH
CTY-RTE-SEC LJNI-33-24.87
Version Date OS/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 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. 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 SIDE OF THE CENTERLINE 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, IN 2005 AND 2006, AND BEING 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 VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, AT A NORTHEASTERLY
CORNER OF THE 1].644 ACRE TRACT CONVEYED TO THE HAWKINS FAMILY PARTNERSHIP, LTD.,
BY DEED OF RECORD IN OFFICIAL RECORD SS7, PAGE l 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 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+73.69;
THENCE NORTH 87 DEG. 3S MIN. S7 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, 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;
1. THENCE CONTINUING NORTH 87 DEG. 3S MIN. S7 SEC. EAST, A DISTANCE OF 25.09
FEET TO A POINT, BEING 260.63 FEET LEFT OF CENTERLINE STATION 63+89.12;
THENCE SOUTH 07 DEG. 10 MIN. 32 SEC. EAST, A DISTANCE OF 23.59 FEET TO A
POINT, BEING 240.50 FEET LEFT OF CENTERLINE STATION 64+01.41;
EXHIBIT A Page 2 of 3
RX 270 PID 80748
Rev. 09/06 PARCEL 95-SH
CTY-RTE-SEC UNI-33-24.87
Version Date 05/09/07
3. THENCE SOUTH l8 DEG. 44 MIN. 13 SEC. EAST, A DISTANCE OF 192.04 FEET TO A
POINT, BEING 100.00 FEET LEFT OF CENTERLINE STATION 65+32.33;
4. THENCE SOUTH 46 DEG. 45 MIN. 42 SEC. EAST, A DISTANCE OF 43.01 FEET TO A
POINT, BEING 86.00 FEET LEFT OF CENTERLINE STATION 65+73.00;
5. 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. 50 SEC. EAST, A DISTANCE OF 221.16 FEET TO A
POINT ON A CURVE 1N 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 POINT 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;
THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 640.00 FEET, A
CENTRAL ANGLE OF O1 DEG. O1 MIN. 56 SEC., AN ARC LENGTH OF 1 1.53 FEET, THE
CHORD TO WHICH BEARS SOUTH 40 DEG. 36 MIN. 02 SEC. WEST, A CHORD
DISTANCE OF 1 1.53 FEET, TO A POINT BEING 83.49 FEET LEFT OF CENTERLINE
STATION 68+79.06;
2. THENCE SOUTH 83 DEG. 18 MIN. 02 SEC. WEST, A DISTANCE OF 12.23 FEET TO AN
IRON P1N SET IN THE NEW NORTHEASTERLY LIMITED ACCESS RIGHT-OF-WAY
LINE OF POST ROAD (PARCEL 95-WL), BEING 75.00 FEET LEFT OF CENTERLINE
STATION 68+70.25;
THENCE THE FOLLOWING FIVE (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;
]. THENCE NORTH 52 DEG. 45 MIN. 50 SEC. WEST, A DISTANCE OF 210.24 FEET TO AN
IRON PIN SET, BEING 75.00 FEET LEFT OF CENTERLINE STATION 66+60.00;
2. THENCE NORTH 60 DEG. 55 MIN. 38 SEC. WEST, A DISTANCE OF 76.06 FEET TO AN
IRON PIN SET, BEING 70.00 FEET LEFT OF CENTERLINE STATION 66+00.00;
3. THENCE NORTH 55 DEG. 08 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 131.24 FEET TO AN
IRON PIN SET, BEING 170.00 FEET LEFT OF CENTERLINE STATION 64+20.00;
5. 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
80748
95-SH
UNI-33-24.87
05/09/07
OF THE ABOVE DESCRIBED AREA, 0.293 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 17-0029013.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 147-00-00-
0l 1.000.
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 S.R. 161 /POST ROAD, UNLESS OTHERWISE SHOWN.
THE BEARINGS FOR THE UNI-33-24.87 PROJECT ARE BASED UPON STATE PLANE GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED
USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72",
"FRANK 172", "FCGS 5536", AND "FCGS 5534".
THIS DESCRIPTION WAS PREPARED BY STEVEN E. RADER, REGISTERED SURVEYOR 7191,
AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005 TO MARCH, 2006
BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID SURVEYOR.
GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD IN OFFICIAL RECORD 699,
PAGE 924, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO.
A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF.
~1a~e1!srsr,r,.AA~
+`111 `'~ ~ f^I ~ f Onr
~• ~ '''~
:~ ~. , . ~y J~,,
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~RA%AAA'll Cl1%;1.
R. D. ZANDE AND ASSOCIATES, INC.
REGISTERED SURVEYOR NO. 7191 DATE
VMS 6748
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NUMBER DIRECTION DISTANCE
L1 S 04'14'42" E 651.29'
L2 N 8T35'S7" E 126.71'
L3 N ST35'57" E 25.09'
L4 SOT 10'32" E 23.59'
L5 S 18'44' 13" E 192.04'
L6 S 46'45'42" E 43.01'
L7 S 64'21'13" E 105.93'
L8 S 52'45'50" E 221.16'
L9 S 83' 18'02" W 12.23'
L10 N 52'45'50" W 210.24'
L11 N 60'55'38" W 76.06'
L12 N 55'08'20" W 81.39'
L13 N 25'23'38" W 131.24'
L14 N 09'38'23" W 95.61'
95
t~ ROGER W. GORDEN
17-0029013.001
-p 45.628 ACRES
~ OR 699, PG. 924
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HAWKINS FAMILY
~ 93 PARTNERSHIP, LTD.
17-nn~1n~4 inn
11.644 ACRES
~~ OR 557, PG. 119
O CITY OF DUBLIN
98 39-0001009.000
10.189 ACRES
OR 695, PG. 579
OR 695, PG. 582
CITY OF DUBLIN
139 39-0029013.101
0.564 ACRES
OR 307, PG. 88
NUMBER DELTA ANG. RADIUS ARC LEN CHORD DIRECTION CHORD
C1 01'01'56" 640.00' 11.53' S 40'36'02" W 11.53'
THIS PARCEL LIES W~fHIN ZONE "X"
OF THE "FIRM" COMMUNfTY PANEL
N0. 390808 0150 C, WITH AN
EFFECTNE DATE OF 10/03/06
~
ONUMENT LEGEND
.O' ,
R.R.S. FOUND
~ REBAR FOUND
O IRON PIN FOUND
O R/W MONUMENT FD
• 3/4" IRON PIN SET
.~' R.R.S. SET
BASIS OF BEARINGS
THE BEARINGS FOR THE UNI-33-24.87 PROJECT
ARE BASED UPON STATE PLANE GRID BEARINGS
FROM THE OHIO COORDINATE SYSTEM, SOUTH
ZONE, NAD 63 (86), AS MEASURED USING G.P.S.
METHODS THROUGH THE FRANKLIN COUNTY
ENGINEER'S STATIONS "FRANK 72", "FRANK 172",
"EGGS 5536", AND "EGGS 5534".
PARCEL 95-SH
UNI-33-24.87
COUNTY OF UNION, JERO)!(E TKP., OHIO
VIRGWIA 1[II.iTARY SURVEY 3452
0 100 200
~i~~iN~~~p F"`~,s,
~ SCALE IN FEET
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'~a~nriN~~i Rsgisterod Surveyor /7191 Date
RX 286
Rev. 09/06
EXHIBIT
C
Page I of 2
PID 80748
PARCEL 95-TI
CTY-RTE-SEC UNI-33-24.87
Version Date 05/09/07
PARCEL 95-T1
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
(Surveyor'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 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 SIDE OF THE CENTERLINE 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, IN 2005 AND 2006, AND BEING LOCATED WITHIN THE
FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 95-TI;
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 VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, AT A NORTHEASTERLY
CORNER OF THE 1 ] .644 ACRE TRACT CONVEYED TO THE 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 1 1.644
AND 45.628 ACRE TRACTS, TO A POINT IN THE NEW NORTHERLY LIMITED ACCESS RIGHT-OF-WAY
LINE OF STATE ROUTE l61 (POST ROAD); 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, 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;
THENCE SOUTH 07 DEG. ]0 MIN. 32 SEC. EAST, A DISTANCE OF 23.59 FEET TO A
POINT, BEING 240.50 FEET LEFT OF CENTERLINE STATION 64+01.41;
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-T1;
VMS 6420
VMS 6748
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HAWKINS FAMILY
° 93 PARTNERSHIP, LTD.
~' 17-0031029.100
11.644 ACRES
° OR 557, PG. 119
CITY OF DUBLIN
98 39-0001009.000
~1 10.189 ACRES
OR 695, PG. 579
m OR 695, PG. 582
CITY OF DUBLIN
139 39-0029013.101
0.564 ACRES
OR 307, PG. 88
95
ROGER W. GORDEN
17-0029013.001
45.628 ACRES
OR 699, PG. 924
0.036 ACRES
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3.654 ACRES ~~~y \
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THIS PARCEL LIES WfTHIN ZONE "X"
OF THE "FlRM' COMMUNITY PANEL
N0. 390808 0150 C, WITH AN
EFFECTIVE DATE OF 10/03/06
A' MONUMENT LEGEND
R.R.S. FOUND
O REBAR FOUND
O IRON PIN FOUND
O R/W MONUMENT FD
• 3/4" IRON PIN SET
.~' R.R.S. SET
BASIS OF BEARINGS
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",
"EGGS 5536", AND "EGGS 5534".
PARCEL 95-T1
UNI-33-24.87
COUNTY OF UNION, JEROYE TNP., OHIC
VIRGINIA IQLITARY SURVEY 3452
0 10o zoo
~~ pN~ MO F ~ i SCALE IN FEET
'
=
!~~Pf STEVEN~'+.y ~ ~p~'ed By
y ~ E. o
~= RADER j rc R.D. Sande at Associates, Inc.
1500 Lakt Shof+e Ds:, .54sste >00
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'""'~+~~^'~N Regiatsrsd Surveyor /7191 Date
1
NUMBER DIRECTION DISTANCE
L1 S 04'14'42" E 651.29'
L2 N 8T35'57" E 126.71'
L3 N 8T35'S7" E 25.09'
L4 SOT 10'32" E 23.59'
L5 S 18'44'13" E 96.36'
L6 S 85'02'01" E 45.44'
L7 S 01'02'35" W 38.08'
L8 S 83'33'29" W 29.39'
L9 N 18'44'13" W 47.84'
L3
L2
X95
l-`"i
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~\
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RX 286
Rev. 09/06
EXHIBIT
Page I of 3
P1D 80748
PARCEL 95-T2
CTY-RTE-SEC UNI-33-24.87
Version Date 05/09/07
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
Surveyor'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 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 SIDE OF THE CENTERLINE OF RIGHT-OF-
WAY AND CONSTRUCTION OF STATE ROUTE 161 /POST ROAD, AS ESTABLISHED BY A SURVEY
MADE BY R.D. ZANDE & ASSOCIATES, 1NC., 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 95-T2;
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 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 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 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 45.628 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. 35 MIN. 57 SEC. EAST, A DISTANCE OF 25.09 FEET
ALONG THE NORTHERLY LINE OF THE NEW STANDARD HIGHWAY EASEMENT (PARCEL 95-SH),
AND ACROSS SAID 45.628 ACRE TRACT TO A POINT IN THE EASTERLY LINE OF THE NEW UTILITY
EASEMENT (PARCEL 95-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;
1. THENCE NORTH 07 DEG. 10 MIN. 32 SEC. WEST, A DISTANCE OF 115.50 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 142.57 FEET TO A
POINT BEING 83.39 FEET RIGHT OF CENTERLINE HYLAND-CROY STATION 402+35.00;
EXHIBIT A Page 2 of 3
RX 286 P1D 80748
Rev. 09/06 PARCEL 9S-T2
CTY-RTE-SEC L1N1-33-24.87
Version Date 05/09/07
THENCE THE FOLLOWING EIGHT (8) COURSES AND DISTANCES ACROSS SAID 45.628 ACRE
TRACT;
1. 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 1S DEG. 13 MIN. 42 SEC. EAST, A DISTANCE OF 207.46 FEET TO A
POINT BEING 130.00 FEET RIGHT OF CENTERLINE HYLAND-CROY STATION
400+20.00;
3. THENCE SOUTH 4S DEG. 20 MIN. S 1 SEC. EAST, A DISTANCE OF 172.30 FEET TO A
POINT, BEING 240.00 FEET LEFT OF CENTERLINE S.R. 161 /POST ROAD STATION
6S+7S.00;
4. THENCE SOUTH 02 DEG. 19 MIN. 2S SEC. EAST, A DISTANCE OF SS.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. S4 MIN. 1 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. WEST, A DISTANCE OF 131.24 FEET TO A
POINT, BEING 250.00 FEET LEFT OF CENTERLINE STATION 64+15.00;
8. THENCE SOUTH 79 DEG. 16 MIN. 31 SEC. WEST, A DISTANCE OF 16.58 FEET TO A
POINT TN THE EASTERLY LINE OF THE NEW STANDARD HIGHWAY EASEMENT
(PARCEL 9S-SH), BEING 240.50 FEET LEFT OF CENTERLINE STATION 64+01.41;
THENCE NORTH 07 DEG. 10 MIN. 32 SEC. WEST, A DISTANCE OF 23.59 FEET ALONG THE
EASTERLY LINE OF THE NEW STANDARD HIGHWAY EASEMENT (PARCEL 95-SH), AND ACROSS
SAID 45.628 ACRE TRACT, TO THE POINT OF TRUE BEGINNING 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 17-0029013.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 147-00-00-
011.000.
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 S.R. 161 /POST ROAD, UNLESS OTHERWISE SHOWN.
THE BEARINGS FOR THE UNI-33-24.87 PROJECT ARE BASED UPON STATE PLANE GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED
USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72",
"FRANK 172", "FCGS SS36", AND "FCGS SS34".
RX 286
Rev. 09/06
F.XHiRiT A
PID
PARCEL
CTY-RTE-SEC
Version Date
Page 3 of 3
80748
95-T2
UNI-33-24.87
OSi09/07
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 COUNTY, 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.
``,~
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R. D. ZANDE AND ASSOCIATES, INC.
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REGISTERED SURVEYOR NO. 7191 DATE
L,
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~'`r~earrr~sec-+ `
O JOHN L. WIRCHAINSKI
92 17-0031039.001
32.623 AC. (TRACT II)
D.B. 298, PG. 339
FOR
______ VMS 6420 __~_
N 84'50'41" E ~ VMS 6748
d
93
HAWKINS FAMILY
PARTNERSHIP, LTD.
17-0031029.100
11.644 ACRES
OR 557, PG. 119
NUMBER DIRECTION DISTANCE
L1 N 8T35'57" E 126.71'
L2 N 8T35'S7" E 25.09'
L3 NOT 10'32" W 115.50'
L4 N 19'32' 18" W 142.57'
L5 S 63'39'05" E 51.41'
L6 S 15' 13'42" E 207.46'
L7 S 45'20'51 " E 172.30'
L8 S 02' 19'25" E 55.90'
L9 S 86'41'19" W 25.94'
L10 N 24'54'11" W 48.92'
L11 N 48'00'50" W 131.24'
L12 S 79'16'31" W 16.58'
L13 N OT10'32" W 23.59'
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95
ROGER W. GORDEN
17-0029013.001
45.628 ACRES
OR 699, PG. 924
95
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R
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CITY OF DUBLIN
39-0001009.000
10.189 ACRES
OR 695, PG. 579, 582
,O' MONU
R.R.S. MENT LEGEND
FOUND
O REBAR FOUND
O IRON PIN FOUND
O R/W MONUMENT FD
~ 3/4" IRON PIN SET
.~' R.R.S. SET
L1
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BEGINNING ~ N
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PARCEL 95-T2
UNI-33-24.87
THIS PARCEL LIES WITHIN ZONE "X"
OF THE "FIRM" COMMUNITY PANEL
N0. 390808 0150 C, WITH AN
EFFECTNE DATE OF 10/03/06
BASIS OF BEARINGS
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",
"EGGS 5536", AND "EGGS 5534".
'~,~P,~~~STEVEN''~~. ;
h~ E. i°
~~ RADER ~
ci ,e 7191 a ~ °
Fs ~a ~s TEP~+'~Q•~ ~i
TONAL gJ~~~id
COUNTY OF UNION, JEROI(E TfIP., OHIO
VIRGINIA ][II.ITARY SURVEY 3452
o ~o0 200
SCALE IN FEEL
Prepared By
R.D. Zandr at Associated lsac.
1600 Lake Shone A:, Stsitr 100
D Cotwnbtr~ OAso ~.9$0~!
Pljosio• ~6>~R~ 6-,~sBB
~~
Rsgisterod Surveyor /7191 Dats
0.392 AC.