HomeMy WebLinkAbout57-08 ResolutionRECORD OF RESOLUTIONS
Inc.. Fon No 30045
Resolution No.
57 -08
Passed 20
INTENT TO APPROPRIATE THE FOLLOWING FROM
JOHN L. WIRCHAINSKI: A 4.651 ACRES, MORE OR
LESS, FEE SIMPLE INTEREST LOCATED ON THE
SOUTH CORNER OF MEMORIAL DRIVE,
NORTHWEST OF THE U.S. 33 /S.R. 161 INTERCHANGE,
TOWNSHIP OF JEROME, COUNTY OF UNION, STATE
OF OHIO; A 13.115 ACRES, MORE OR LESS, FEE
SIMPLE INTEREST LOCATED AT THE NORTHEAST
INTERSECTION OF INDUSTRIAL PARKWAY AND S.R.
161, TOWNSHIP OF JEROME, COUNTY OF UNION,
STATE OF OHIO; A 1.740 ACRES, MORE OR LESS, FEE
SIMPLE INTEREST LOCATED ON THE WEST SIDE OF
HYLAND -CROY ROAD, NORTH OF THE POST
ROAD/U.S. 33 INTERCHANGE, TOWNSHIP OF
JEROME, COUNTY OF UNION, STATE OF OHIO.
WHEREAS, the City of Dublin is preparing to improve the U.S. Highway 33 and
State Route 161 Interchange in Franklin and Union Counties; and
WHEREAS, said improvement will require the City of Dublin to obtain a fee simple
interest, standard highway easement, and temporary construction easement in and to
the premises described in the attached Exhibit "A ", Exhibit 'B ", and Exhibit "C"
located in the Township of Jerome, Union County, Ohio.
NOW, THEREFORE, BE IT RESOLVED by the Council, of the City of Dublin,
State of Ohio, f7 __ of the elected members concurring that:
Section 1. Council considers it necessary and declares its intention to appropriate,
for the purpose of improving the U.S. Highway 33 and State Route 161 Interchange in
Franklin and Union Counties, a fee simple interest, utility easement, and temporary
construction easement in and to the premises located in the Township of Jerome, Ohio,
and more fully described in the legal description attached hereto as Exhibit "A ",
Exhibit 4 B ", and Exhibit "C ".
Section 2. The City Manager is hereby authorized to cause written notice of the
passage of this Resolution to be served upon the owners and persons in possession or
having an interest of record in the above - described property. This notice shall be
served according to law.
Section 3. This Resolution shall take effect and be in force from and after the
earliest date permitted by law.
Passed this day of 2008.
Mayor - Presiding Officer
ATTEST:
Clerk of Council
g SCHOTTENSTEIN
Z0X &DUNNC0JPA
TO: Dublin City Council
Jane S. Brautigam, City Manager
Paul A. Hammersmith, PE, Director of Engineering /City Engineer
FROM: Stephen J. Smith, Law Director
Philip K. Hartmann, Assistant Law Director
DATE: July 31, 2008
RE: Resolution No. 57 -08 Intent to Appropriate — John L. Wirchainski Property
U.S. Highway 33 and State Route 161 Interchange Improvement Project
PROJECT BACKGROUND:
The City of Dublin and the Ohio Department of Transportation (ODOT) are working together to
make improvements to the US 33 /SR 161/Post Road interchange. The current "tight diamond"
configuration will be changed to a "Parclo A" configuration. This change means that loop ramps
will be introduced to eliminate the need for left turns from the arterial road (i.e. S.R. 161 / Post
Road) onto the freeway (U.S. 33). This project requires the acquisition of either a "partial take"
(the purchase of a portion of the parcel for right -of -way) or a "total take" (the purchase of the
entire parcel) from multiple property owners along this interchange.
ACQUISITION INTRODUCTION:
This memorandum discusses the acquisition of a fee simple interest on three difference parcels
owned by John L. Wirchanski. The acquisitions are: a 4.651 Acres, More or Less, Fee Simple
Interest Located on the South Corner of Memorial Drive, Northwest of the U.S. 33 /S.R. 161
Interchange, Township of Jerome, County of Union, State of Ohio; a 13.115 Acres, More or
Less, Fee Simple Interest Located at the Northeast Intersection of Industrial Parkway and S.R.
161, Township of Jerome, County of Union, State of Ohio; a 1.740 Acres, More or Less, Fee
Simple Interest Located on the West Side of Hyland -Croy Road, North of the Post Road /U.S. 33
Interchange, Township of Jerome, County of Union, State of Ohio.
ACTION TAKEN IN THIS CASE:
Since the year 2006, the Law Department has been in contact with the landowner to inform the
him of the upcoming construction and effect of the interchange improvement to his properties. A
title search was conducted and the appraisal for these properties are complete. The Law
Department engaged M/E Companies (Mr. James Howard) to negotiate the acquisition with the
Memo to Council re Res. 57 -08 hrtent to Appropriate — Wirchainski Property
July 31, 2008
Page 2 of 2
landowner. This negotiation will continue to take place after passage of this resolution. This
resolution indicates the City's intent to appropriate the above land. This resolution merely begins
the eminent domain process and further legislation is necessary to begin acquisition of the land.
If an agreement is reached, then the Law Department will prepare an ordinance authorizing the
City Manager to enter into a real estate purchase contract with the landowner. If an agreement
cannot be reached, the Law Department will proceed with preparing an ordinance for
presentation at an upcoming City Council meeting regarding litigation.
RECOMMENDATION:
The Law Department recommends approval of Resolution No. 57 -08.
SzD "',»
Columbus
Cleveland
Cincinnati
{111292212.1)
250 West Street, Columbus, Ohio 43216-2538 I P.O. Box 165020, Columbus, OH 43216 -5020 1 Voice: 614 -462 -2700 1 Fax 614 -462 -5135
EXHIBIT I
Page I of 2
RX 250 PID 80748
Rev. 09/06 PARCEL 71 -WD
CTY- RTE -SEC UNI- 161 -12.98
Version Date 10/16/06
PARCEL 71 -WD
UNI -161 -12.98
ALL RIGHT, TITLE AND INTEREST IN FEE SIMPLE
IN THE FOLLOWING DESCRIBED PROPERTY
WITHOUT LIMITATION OF EXISTING ACCESS OF RIGHTS
Grantor /Owner, for himself and his heirs, executors, administrators, successors and assigns, reserves all
existing rights of ingress and egress to and from any residual area (as used herein, the expression
"Grantor /Owner" includes the plural, and words in the masculine include the feminine or neuter).
rveyor's description of the premises follows
SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN
VIRGINIA MILITARY SURVEY NO. 6420, BEING ALL OF THE 4.653 ACRE TRACT (TRACT 11)
CONVEYED TO JOHN L. WIRCHAINSKI BY DEED OF RECORD IN DEED BOOK 305, PAGE 88,
RECORDS OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF
HYLAND — CROY ROAD, AT THE COMMON CORNER OF VIRGINIA MILITARY SURVEY NUMBERS
6420 AND 6748;
THENCE SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 2309.19 FEET, ALONG THE
COMMON LINE OF SAID VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, TO AN IRON PIN
SET IN THE EXISTING SOUTHWESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF INDUSTRIAL
PARKWAY AS DELINEATED UPON THE STATE OF OHIO RIGHT -OF -WAY PLAN UNI -33- (23.34- 23.65),
FRA- 33- (0.00- 2.88), AS PARCEL NO. 1 (PERPETUAL HIGHWAY EASEMENT, ACCESS LIMITED),
CONVEYED TO THE STATE OF OHIO BY COURT OF COMMON PLEAS CASE NO. 16765, CLERK OF
COURTS OFFICE, UNION COUNTY, OHIO, AT THE INTERSECTION OF THE NORTHERLY LINE OF THE
1.52 ACRE TRACT CONVEYED TO THE ASMAN LAND CO., LTD. BY DEED OF RECORD IN OFFICIAL
RECORD 140, PAGE 157, AND AT THE SOUTHEASTERLY CORNER OF SAID TRACT I1; SAID IRON PIN
BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 71-WD;
THENCE SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 435.64 FEET ALONG THE
SOUTHERLY LINE OF SAID TRACT II AND THE NORTHERLY LINE OF SAID 1.52 ACRE TRACT AND
THE 1.124 ACRE TRACT CONVEYED TO THE ASMAN LAND CO., LTD. BY DEED OF RECORD IN
OFFICIAL RECORD 140, PAGE 154, TO STONE FOUND AT THE COMMON CORNER OF SAID TRACT II
AND THE 5.000 ACRE TRACT CONVEYED TO JEROME I ASSOCIATES, LTD., BY DEED OF RECORD IN
OFFICIAL RECORD 144, PAGE 334;
THENCE NORTH 05 DEG. 20 MIN. 14 SEC. WEST, A DISTANCE OF 399.99 FEET ALONG THE
WESTERLY LINE OF SAID TRACT I1 AND THE EASTERLY LINE OF SAID JEROME I ASSOCIATES, LTD.
5.000 ACRE TRACT AND THE 5.000 ACRE TRACT CONVEYED TO RONALD E. AND GLORIA I.
DEWOLF BY DEED OF RECORD IN OFFICIAL RECORD IN 144, PAGE 336, TO A REBAR FOUND AT THE
COMMON CORNER OF SAID DEWOLF 5.000 ACRE TRACT AND LOT 1 OF THE AMENDED JEROME
INDUSTRIAL PARK OF RECORD IN PLAT BOOK 4, PAGE 72, AS CONVEYED TO RONALD E. AND
GLORIA I. DEWOLF BY DEED OF RECORD IN DEED BOOK 279, PAGE 42;
THENCE NORTH 05 DEG. 19 MIN. 08 SEC. WEST, A DISTANCE OF 553.13 FEET ALONG THE
COMMON LINE OF SAID TRACT II AND SAID LOT 1, TO AN IRON PIN SET IN SAID EXISTING
SOUTHWESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF INDUSTRIAL PARKWAY, AT THE
NORTHERLY CORNER OF SAID TRACT II, BEING 40.00 FEET SOUTHWESTERLY OF, AS MEASURED
BY RIGHT ANGLES, THE EXISTING CENTERLINE OF INDUSTRIAL PARKWAY;
EXHIBIT A Pa 2 of 2
RX 250 PID 80748
Rev. 09/06 PARCEL 71-WD
CTY -RTE -SEC LN1- 161 -12.98
Version Date 10/16/06
THENCE THE FOLLOWING FIVE (5) COURSES AND DISTANCES ALONG SAID
NORTHEASTERLY LINE OF THE 4.653 ACRE TRACT AND SAID EXISTING SOUTHWESTERLY
LIMITED ACCESS RIGHT -OF -WAY LINE OF INDUSTRIAL PARKWAY;
1. THENCE SOUTH 28 DEG. 49 MIN. 29 SEC. EAST, A DISTANCE OF 563.03 FEET, TO A
POINT OF CURVATURE; SAID POINT BEING LOCATED NORTH 65 DEG. 10 MIN. 35
SEC. EAST, A DISTANCE OF 5.29 FEET FROM A CONCRETE RIGHT -OF -WAY
MONUMENT FOUND;
2. THENCE WITH A CURVE TO THE LEFT HAVING A RADIUS OF 6183.83 FEET, A
CENTRAL ANGLE OF 02 DEG. 19 MIN. 18 SEC., AN ARC LENGTH OF 250.56, THE
CHORD TO WHICH BEARS SOUTH 30 DEG. 29 MIN. 40 SEC. EAST, A CHORD
DISTANCE OF 250.55 FEET TO AN IRON PIN SET;
3. THENCE SOUTH 51 DEG. 13 MIN. 43 SEC. EAST, A DISTANCE OF 26.69 FEET, TO AN
IRON PIN SET;
4. THENCE SOUTH 29 DEG. 28 MIN. 38 SEC. EAST, A DISTANCE OF 115.88 FEET, TO AN
IRON PIN SET;
THENCE SOUTH 28 DEG. 55 MIN. 50 SEC. EAST, A DISTANCE OF 94.95 FEET, TO THE POINT
OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 71 -WD, CONTAINING 4.651 ACRES,
MORE OR LESS, OF WHICH THE PRESENT ROAD OCCUPIES 0.000 ACRES, MORE OR LESS.
OF THE ABOVE DESCRIBED AREA, 4.651 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 17- 0031031.001, AND AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146 -00-
00- 028.000.
ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG, WITH A PLASTIC
CAP STAMPED "R.D. ZANDE".
THE BEARINGS FOR THE UNI- 161 -12.98 PROJECT ARE BASED UPON STATE PLANE GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED
USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72 ",
"FRANK 172 ", "FCGS 5536 ", AND "FCGS 5534 ".
THIS DESCRIPTION WAS PREPARED AUGUST 22, 2006 BY STEVEN E. RADER, REGISTERED
SURVEYOR 7191, AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005
TO MARCH, 2006 BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID
SURVEYOR.
GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD IN DEED BOOK 305, PAGE 88,
OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO.
A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF.
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STEVEN
RADER
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R. D. ZANDE AND ASSOCIATES, INC.
25 - f5��� � 2 24 a 7
GISTERED SURVEYOR NO. 7191 DATE
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O.R. 515, PG. 001
4.651 ACRES GROSS)
—0.000 ACRES P.R.O.)
NUMBER
DIRECTION
DISTANCE
5
S 28'5550' E
94.95'
L2
S 29'28'38 E
115.88'
L3
S 51'13'43' E
26.69'
L4
S 28'49'29' E
563.03'
L5
N 05'19'08' W
98.29'
L13
I N 65'10'35' E
15 .29'
4.651 ACRES (NET)
F O JOHN L WIRCHAINSKI
<� 91 17- 0031031 001
50.017 AC. tTRACT 1)
\ D.B. 305, PG. 88
DETAIL N.T.S.
STATE OF OHIO
9 \ UNI -33- 3.34 -23. 5)
71 \ r FRA -33- (0.00 -2.88)
PARCEL 0. 1
v� COURT CASE 16765
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91 REFERENCE
POINT OF TRUE \ 17- 0031031.001
0 398 AC TRACT III)
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5.000 ACRES c
O.R. 144, PG. 336
27 3
65 � o
5.000 AC. Z
O.R. 144, PG. 334 ,
V_MS_ _64_20 _
VMS 6748
BEGINNING \ \ D.B. 305, OG. 88
4' 0 1 W S 84'50'41' W V
435.64' 1 THE ASMAN
LAND CO., LTD. \ JOHN L WIRCHAINSKI
O 1.52 ACRE TRACT 17- 0031031001
72 OAC. 50.017 AC. TRACT I� I
f"� \ D.B. 305, P . 88
O.R. 140, P 157
65 1.124 AC. rj F
O.R. 140, 72 \ t 91
15- 0031018.200 PG. 154 \
�9 17- 0031030.000
75 -P 2.42 ACRES
D.B. 318, PG. 765 \
DON G. MITCHELL X RI" 10
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W�
JOHN L LARRY D. do �'{-. RI, � EX. C L �
VICKERS KAREN C.
PETERS
/ EX.
JEROME I MONUMENT LEGEND
65 O
ASSOCIATES, LTD. p R.R.S. FOUND
15- 0031018.200
PARCEL 71 -WD
5.000 ACRES O REBAR FOUND
RELOC. INDUSTRIAL PARKWAY
O.R. 144, PG. 334 0 IRON PIN FOUND
O R/W MONUMENT FOUND
COUNTY OF UNION, JEROME TI/P., OHIO
LAWRENCE HALL, ® STONE FOUND
VIRGEM MWAR' SURVEY 8420
70 HEIRS & ASSIGNS 0 3/4' IRON PIN SET
° 200 400
17- 0031031.___
D.B. 166, PG. 263
SCALE N FEET
t E OF
9
Pre pared By
BASIS OF BEARINGS
THE BEARINGS FOR THE RELOCATED INDUSTRNL
STATE PLANE GRID
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/I'D. Sandt & .I.s•ociatts Ina
1600 Lake SA•sv DJ-, .Stn1t 100
PARKWAY PROJECT ARE BASED UPON
BEARINGS FROM THE OHIO COORDINATE SYSTEM. SOUTH
ZONE, NAD 83 (86), AS MEASURED USING G.P.S.
MEmm THROUGH THE FRANKLIN COUNTY ENCNNEER's
STAB 'FRANK 72'. 'FRANK 172. 'FCGS 5536. AND
'p 8 }
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88 ON A%-
Cawnbum OAio 4"04
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RpMm X7191 Da
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NUMBER I DELTA ANG. I RADIUS ARC LEN CHORD DIRECTION CHORD
C1 02'19'18' 16183.83']250.56 30'29'40' E 250.55'
l
1
THIS PARCEL LIES WITHIN ZONE 'X'
OF THE 'FIRM' COMMUNITY PANEL
NO. 390808 0150 8, WITH AN
EFFECTIVE DATE OF 9/27/91
RX 252
Rev. 09/06
EXHIBIT
Page I of 4
PID 80748
PARCEL 91 -WL
CTY- RTE -SEC UNI -33 -24.89
Version Date 9i 15/06
PARCEL 91 -WL
UNI -33 -24.89
ALL RIGHT, TITLE AND INTEREST IN FEE SIMPLE
IN THE FOLLOWING DESCRIBED PROPERTY
INCLUDING LIMITATION OF ACCESS
Grantor /Owner, his heirs, executors, administrators, successors and assigns forever, are hereby divested
of any and all abutter's rights, including access rights in, over and to the within described real estate,
including such rights with respect to any highway facility constructed thereon (as used herein, the
expression "Grantor /Owner" includes the plural, and words in the masculine include the feminine or
neuter).
]Surveyor's description of the premises follows]
SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN
VIRGINIA MILITARY SURVEY NO. 6420 AND 6748, BEING A PART OF THE ORIGINAL 50.017 ACRE
TRACT (TRACT I) AND THE 2.42 ACRE TRACT CONVEYED TO JOHN L. WIRCHAINSKI BY DEEDS OF
RECORD IN DEED BOOK 305, PAGE 88 AND DEED BOOK 318, PAGE 765, RESPECTIVELY, RECORDS
OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEING A PARCEL OF LAND LYING ON THE RIGHT SIDE OF THE CENTERLINE OF RIGHT -OF-
WAY AND CONSTRUCTION OF U.S. ROUTE 33, AS ESTABLISHED BY A SURVEY MADE BY R.D.
ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN, AND BEING LOCATED WITHIN THE
FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 91 -WL;
BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF
HYLAND — CROY ROAD, AT THE COMMON CORNER OF VIRGINIA MILITARY SURVEY NUMBERS
6420 AND 6748;
THENCE SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 1943.41 FEET, ALONG THE
COMMON LINE OF SAID VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, TO AN IRON PIN
SET IN THE PROPOSED SOUTHWESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF U.S. ROUTE 33;
SAID POINT BEING LOCATED NORTH 84 DEG. 50 MIN. 41 SEC. EAST A DISTANCE OF 365.77 FEET
FROM AN IRON PIN SET IN THE COMMON LINE OF THE 4.653 ACRE TRACT (TRACT II) CONVEYED
TO JOHN L. WIRCHAINSKI BY DEED OF RECORD IN DEED BOOK 305, PAGE 88 AND THE 1.52 ACRE
TRACT CONVEYED TO THE ASMAN LAND CO., LTD., AT THE INTERSECTION OF THE EXISTING
SOUTHWESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF INDUSTRIAL PARKWAY AS
DELINEATED UPON THE STATE OF OHIO RIGHT -OF -WAY PLAN UNI -33- (23.34- 23.65), FRA- 33- (0.00-
2.88); SAID POINT BEING 807.25 FEET RIGHT OF CENTERLINE STATION 1319 +68.13, AND BEING THE
POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 91 -WL;
THENCE THE FOLLOWING EIGHT (8) COURSES AND DISTANCES ALONG SAID PROPOSED
SOUTHWESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE AND ACROSS SAID TRACT I;
THENCE NORTH 00 DEG. 57 MIN. 56 SEC. EAST, A DISTANCE OF 127.23 FEET, TO AN
IRON PIN SET, BEING 760.00 FEET RIGHT OF CENTERLINE STATION 1318 +50.00;
THENCE NORTH 26 DEG. 53 MIN. 26 SEC. EAST, A DISTANCE OF 148.66 FEET, TO AN
IRON PIN SET, BEING 650.00 FEET RIGHT OF CENTERLINE STATION 1317 +50.00;
THENCE NORTH 38 DEG. 12 MIN. 02 SEC. EAST, A DISTANCE OF 291.55 FEET, TO AN
IRON PIN SET, BEING 400.00 FEET RIGHT OF CENTERLINE STATION 1316 +00.00;
(EXHIBIT A Page 2 of
RX 252 PID 80748
Rev. 09!06 PARCEL 91 -WL
CTY -RTE -SEC UNI -33 -24.89
Version Date 9/15/06
4. THENCE NORTH 24 DEG. 09 MIN. 51 SEC. EAST, A DISTANCE OF 183.85 FEET, TO AN
IRON PIN SET, BEING 270.00 FEET RIGHT OF CENTERLINE STATION 1314 +70.00;
5. THENCE NORTH 02 DEG. 47 MIN. 37 SEC. EAST, A DISTANCE OF 174.64 FEET, TO AN
IRON PIN SET, BEING 200.00 FEET RIGHT OF CENTERLINE STATION 1313 +10.00;
6. THENCE NORTH 10 DEG. 12 MIN. 58 SEC. WEST, A DISTANCE OF 162.79 FEET, TO AN
IRON PIN SET, BEING 170.00 FEET RIGHT OF CENTERLINE STATION 1311+50.00;
7. THENCE NORTH 18 DEG. 32 MIN. 43 SEC. WEST, A DISTANCE OF 250.20 FEET, TO AN
IRON PIN SET IN THE SOUTHWESTERLY LINE OF AN EXISTING CHANNEL
EASEMENT, BEING 160.00 FEET RIGHT OF CENTERLINE STATION 1309 +00.00;
8. THENCE NORTH 20 DEG. 50 MIN. 09 SEC. WEST, A DISTANCE OF 717.99 FEET ALONG
SAID SOUTHWESTERLY LINE OF THE EXISTING CHANNEL EASEMENT, TO AN IRON
PIN SET IN THE EXISTING CENTERLINE OF WELDON ROAD AND THE NORTHERLY
LINE OF SAID TRACT 1, BEING 160.00 FEET RIGHT OF CENTERLINE STATION
1301 +82.01;
THENCE NORTH 84 DEG. 54 MIN. 16 SEC. EAST, A DISTANCE OF 54.02 FEET ALONG THE
EXISTING CENTERLINE OF WELDON ROAD AND THE NORTHERLY LINE OF SAID TRACT 1, TO AN
IRON PIN FOUND IN THE EXISTING SOUTHWESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF
U.S. ROUTE 33, AT THE NORTHERLY CORNER OF SAID TRACT 1, BEING 108.00 FEET RIGHT OF
CENTERLINE STATION 1301 +96.66;
THENCE THE FOLLOWING FIVE (5) COURSES AND DISTANCES ALONG SAID EXISTING
SOUTHWESTERLY LIMITED ACCESS RIGHT -OF -WAY LINES OF U.S. ROUTE 33 AND THE
NORTHEASTERLY LINE OF SAID TRACT I;
1. THENCE SOUTH 20 DEG. 50 MIN. 09 SEC. EAST, A DISTANCE OF 839.82 FEET TO AN
ANGLE POINT, BEING 108.00 FEET RIGHT OF CENTERLINE STATION 1310 +36.48;
2. THENCE SOUTH 13 DEG. 59 MIN. 41 SEC. EAST, A DISTANCE OF 83.93 FEET TO AN
ANGLE POINT, BEING 118.00 FEET RIGHT OF CENTERLINE STATION 1311 +19.81;
3. THENCE SOUTH 20 DEG. 50 MIN. 09 SEC. EAST, A DISTANCE OF 280.19 FEET TO A
POINT OF CURVATURE, BEING 118.00 FEET RIGHT OF CENTERLINE STATION
1314 +00.00;
4. THENCE WITH A CURVE TO THE RIGHT HAVING A RADIUS OF 3767.72 FEET, A
CENTRAL ANGLE OF 12 DEG. 58 MIN. 28 SEC., AN ARC LENGTH OF 853.19 FEET, THE
CHORD TO WHICH BEARS SOUTH 14 DEG. 20 MIN. 55 SEC. EAST, A CHORD
DISTANCE OF 851.37 FEET TO A POINT OF TANGENCY, BEING 214.19 FEET RIGHT OF
CENTERLINE STATION 13224-45.92;
5. THENCE SOUTH 07 DEG. 51 MIN. 41 SEC. EAST, A DISTANCE OF 263.94 FEET TO A
POINT AT THE SOUTHEASTERLY CORNER OF SAID TRACT 1, BEING 273.45 FEET
RIGHT OF CENTERLINE STATION 1325 +03.13;
THENCE NORTH 74 DEG. 46 MIN. 33 SEC. WEST, A DISTANCE OF 310.65 FEET ALONG THE
SOUTHERLY LINE OF SAID TRACT I, AND IN PART, SAID EXISTING LIMITED ACCESS RIGHT -OF-
WAY LINE OF U.S. ROUTE 33, AND IN PART, THE EXISTING NORTHERLY RIGHT -OF -WAY LINE OF
STATE ROUTE 161 AS ESTABLISHED BY DEED TO THE STATE OF OHIO IN DEED BOOK 227, PAGE 32,
(BEING THE NORTHERLY LINE OF LANDS OWNED BY ADRIA LABORATORIES, INC. BY DEED OF
RECORD IN DEED BOOK 285, PAGE 38), TO A POINT AT THE COMMON CORNER OF SAID 2.42 ACRE
TRACT AND SAID ADRIA LABORATORIES, INC. LANDS;
EXHIBIT A Page 3 of
RX 252 PID 80748
Rev. 09/06 PARCEL 91 -WL
CTY- RTE -SEC UNI -33 -24.89
Version Date 9/15/06
THENCE SOUTH 65 DEG. 58 MIN. 10 SEC. WEST, A DISTANCE OF 453.43 FEET ALONG THE
COMMON LINE OF SAID 2.42 ACRE TRACT AND SAID ADRIA LABORATORIES, INC. LANDS, AND IN
PART, THE EXISTING NORTHWESTERLY RIGHT -OF -WAY LINE OF STATE ROUTE 161, TO A POINT
ON A CURVE, IN THE EXISTING CENTERLINE OF INDUSTRIAL PARKWAY (C.R. 2), AT THE
SOUTHWESTERLY CORNER OF SAID 2.42 ACRE TRACT;
THENCE ALONG THE EXISTING CENTERLINE OF INDUSTRIAL PARKWAY AND THE
SOUTHWESTERLY LINE OF SAID 2.42 ACRE TRACT, WITH A CURVE TO THE RIGHT HAVING A
RADIUS OF 6138.83 FEET, A CENTRAL ANGLE OF 00 DEG. 37 MIN. 57 SEC., AN ARC LENGTH OF 67.78
FEET, THE CHORD TO WHICH BEARS NORTH 38 DEG. 14 MIN. 29 SEC. WEST, A CHORD DISTANCE OF
67.78 FEET TO A RAILROAD SPIKE SET;
THENCE NORTH 64 DEG. 40 MIN. 19 SEC. EAST, A DISTANCE OF 59.04 FEET ACROSS SAID
2.42 ACRE TRACT, TO AN IRON PIN SET AT THE INTERSECTION OF THE EXISTING
NORTHEASTERLY RIGHT -OF -WAY LINE OF INDUSTRIAL PARKWAY AND THE EXISTING
NORTHWESTERLY RIGHT -OF -WAY LINE OF STATE ROUTE 161, BEING THE SOUTHERLY CORNER
OF A 0.481 ACRE TRACT, RELEASE OF RIGHT -OF -WAY BY THE UNION COUNTY COMMISSIONERS,
OF RECORD IN DEED BOOK 295, PAGE 467;
THENCE NORTH 37 DEG. 46 MIN. 12 SEC. WEST, A DISTANCE OF 145.66 FEET ALONG SAID
EXISTING NORTHEASTERLY RIGHT -OF -WAY LINE OF INDUSTRIAL PARKWAY, AND ACROSS SAID
2.42 ACRE TRACT, TO AN IRON PIN SET IN SAID PROPOSED SOUTHWESTERLY LIMITED ACCESS
RIGHT -OF -WAY LINE OF U.S. ROUTE 33;
THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ALONG SAID PROPOSED
SOUTHWESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE AND ACROSS SAID 2.42 ACRE TRACT
AND SAID TRACT I;
1. THENCE NORTH 52 DEG. 13 MIN. 48 SEC. EAST, A DISTANCE OF 126.64 FEET TO AN
IRON PIN SET, BEING 860.00 FEET RIGHT OF CENTERLINE STATION 1321 +00.00;
2. THENCE NORTH 00 DEG. 57 MIN. 56 SEC. EAST, A DISTANCE OF 142.03 FEET TO THE
POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 91 -WL,
CONTAINING 13.407 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD
OCCUPIES 0.292 ACRES, MORE OR LESS.
OF THE ABOVE DESCRIBED AREA, 11.834 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 17- 0031031.001, AND AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146 -00-
00- 028.000.
OF THE ABOVE DESCRIBED AREA, 1.573 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 17- 0031030.000, AND AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146 -00-
00- 027.000.
ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN
ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES.
ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF
RIGHT -OF -WAY AND CONSTRUCTION OF U.S. ROUTE 33, UNLESS OTHERWISE SHOWN.
THE BEARINGS FOR THE UNI -33 -24.89 PROJECT ARE BASED UPON STATE PLANE GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED
USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72 ",
"FRANK 172 ", "FCGS 5536 ", AND "FCGS 5534 ".
RX 252
Rev. 09,
EXHIBIT A
PID
PARCEL
CTY- RTE -SEC
Version Date
Page 4 of 4
80748
91 -WL
UN I -3 3 -24.89
9/15/06
THIS DESCRIPTION WAS PREPARED OCTOBER 9, 2006 BY STEVEN E. RADER, REGISTERED
SURVEYOR 7191, AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005
TO MARCH, 2006 BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID
SURVEYOR.
GRANTOR CLAIMS TITLE BY THE INSTRUMENTS OF RECORD IN DEED BOOK 305, PAGE 88,
AND DEED BOOK 318, PAGE 765, OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO.
A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF.
STEVEN
� 719'j d
" A%- S" i
! !l �A A.ili1;A�R11k1•
R. D. ZANDE AND ASSOCIATES, INC.
pT
REGISTERED SURVEYOR NO. 7191 DATE
Ii 'LDON RD. X r
T.R. 4
5
L9 I EXHIBIT R
57
VMS 6420
365.77' _
'- - - - - -- 1943.41' -
VMS 6748 S 84'50'41" W
_rn
J
DETAIL N.T.S.
13.407 AC. (GROSS)
-0.292 AC. P.R.O.)
13.115 AC. (NET)
-2.435 AC. (Ex. CH. ESMT.)
` DON G. MITCHELL
w
Waco
`bN o
0
o`
a
r
NUMBER
DIRECTION
DISTANCE
0 JOHN L. WIRCHAINSKI
91 17- 0031031 001
N 00'57'56" E
50.017 AC. tTRACT I
L2
D.B. 305, PG. 88
BB
` DON G. MITCHELL
w
Waco
`bN o
0
o`
a
r
NUMBER
DIRECTION
DISTANCE
L1
N 00'57'56" E
127.23'
L2
BB
71 �
SEE DETAIL
\
291.55'
L4
3M
72 AA
� \
f`
N 0747'37" E
.p
R.D. et
,
f500 Lake SAoyr Dr., Srsito f00
D
N 10 12'58" W
162.79'
L7
` DON G. MITCHELL
w
Waco
`bN o
0
o`
a
r
NUMBER
DIRECTION
DISTANCE
L1
N 00'57'56" E
127.23'
L2
N 26'53'26" E
148.66'
L3
N 38'12'02" E
291.55'
L4
N 24'09'51" E
183.85'
67.78'
N 0747'37" E
174.64'
R.D. et
,
f500 Lake SAoyr Dr., Srsito f00
D
N 10 12'58" W
162.79'
L7
N 18'32'43" W
250.20'
I
N 20'50'09" W
717.99'
Registered Surveyor 0191 Date
N 84'54'16" E
54.02'
0
S 20'50'09" E
839.82'
L11
S 13'59'41" E
83.93'
L12
S 20'50'09" E
280.19'
L13
S 0751'41" E
263.94'
L14
N 74'46'33" W
310.65'
L15
S 65'58'10" W
453.43'
L16
N 64'40'19" E
59.04"
L17
N 37'46'12" IN
145.66'
L18
N 5713'48" E
1126.64 '
L19
N 00'57'56" E
1142.03 '
N
11.834 AC. (17- 0031031.001)
°�, 1.573 AC. 17- 0031030.000
�^ 13.407 AC. (GRAND TOTAL)
\ 0.481 ACRE
:. O R/W RELEASE
42 " D.B. 295, PG. 467
x
0.398 ACRE
d BB R/W RELEASE
v D.B. 295, PG. 556 O
C�
z � I
BEGIN FOR A
x REFERENCE
w� A
N \
O \
VMS 6 1943.41' -�
1
- - - -- ---- - - - -� --
VMS 6748 , S 84'50'41 W `
/ I
/ 91 2
7
w .
STATE pp � 1¢ 1 i
D'B ^227, EpC Z ek.
W
^��
W�
c`?
NUMBER
DELTA ANG.
I RADIUS
IARC LEN
I CHORD DIRECTION
I CHORD
C1
11 758'28"
13767.72
853.19'
IS 14'20'55" E
851.37'
C2
1 00'37'57"
16138.83
67.78'
IN 38'14'29" W
67.78'
MONUMENT LEGEND
Z R.R.S. FOUND
O REBAR FOUND
O IRON PIN FOUND
O R/W MONUMENT FD
3/4" IRON PIN SET
Ar R.R.S. SET
PARCEL 91 -WL
UNI -33 -24.89
h
ai
71 JOHN L. WIRCHAINSKI 1 p ADRW LABORATORIES, INC. COUNTY OF ANION, JEROME TWP., OHIO
4.653 ACRES D.B. 285, PG. 38
VIRGINIA
MIIJTARY SURVEY 8748 do 6420
D.B. 305, PG. 88
0 250 500
72 THE ASMAN THIS PARCEL LIES WITHIN ZONE 'X'
QD LAND CO., LTD. OF THE 'FIRM" COMMUNITY PANEL
SCALE IN FEET
1.52 ACRES NO. 390808 0150 B. WITH AN
OR 140, PG. 157 EFFECTIVE DATE OF 9/27/91
p� O
y
STEVEN .
P By
Pre ��
Sandi Associate;
BASIS OF BEARINGS
* E. +
R7
R.D. et
,
f500 Lake SAoyr Dr., Srsito f00
D
THE BEARNGS FOR THE UNI-33 -24.89 PROJECT ARE BASED UPON
STATE PLANE GRID BEARINGS FROM THE OHIO COORDINATE SYSTEM.
j}
'
p g R
0
Cohonbus, Ohio X O4
Pbone: (6/f� 6 - 4989
SOUTH ZONE, MAD 83 (88), AS MEASURED USING G.P.S. METHODS
THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS 'FRANK 72 ",
!
4' • l s t E .
/ ON At.
ui O
'FRANK 172'. 'FCGS 5538'. AND 'FCCS 5534'.
Registered Surveyor 0191 Date
EXHIBIT
Page 1 of 3
RX 252 PID 80748
Rev. 09/06 PARCEL 92 -WL
CTY- RTE -SEC UNI -33 -24.89
Version Date 9/15/06
PARCEL 92 -WL
UNI -33 -24.89
ALL RIGHT, TITLE AND INTEREST IN FEE SIMPLE
IN THE FOLLOWING DESCRIBED PROPERTY
INCLUDING LIMITATION OF ACCESS
Grantor /Owner, his heirs, executors, administrators, successors and assigns forever, are hereby divested
of any and all abutter's rights, including access rights in, over and to the within described real estate,
including such rights with respect to any highway facility constructed thereon (as used herein, the
expression "Grantor /Owner" includes the plural, and words in the masculine include the feminine or
neuter).
[Surveyor's description of the premises follows]
SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, JEROME TOWNSHIP, LOCATED IN
VIRGINIA MILITARY SURVEY NO. 6420, BEING A PART OF THE ORIGINAL 21.887 ACRE TRACT
(TRACT I) AND THE 32.623 (TRACT II) ACRE TRACT CONVEYED TO JOHN L. WIRCHAINSKI BY
DEEDS OF RECORD IN DEED BOOK 298, PAGE 339, RECORDS OF THE RECORDER'S OFFICE, UNION
COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEING A PARCEL OF LAND LYING ON THE LEFT SIDE OF THE CENTERLINE OF RIGHT -OF-
WAY AND CONSTRUCTION OF U.S. ROUTE 33, AS ESTABLISHED BY A SURVEY MADE BY R.D.
ZANDE & ASSOCIATES, INC., FOR THE CITY OF DUBLIN, AND BEING LOCATED WITHIN THE
FOLLOWING DESCRIBED BOUNDARY POINTS OF PARCEL 92 -WL;
BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF
HYLAND — CROY ROAD, AT THE COMMON CORNER OF VIRGINIA MILITARY SURVEY NUMBERS
6420 AND 6748, AND BEING A COMMON CORNER OF SAID 32.623 ACRE TRACT AND THE 11.644
ACRE TRACT CONVEYED TO THE HAWKINS FAMILY PARTNERSHIP, LTD., BY DEED OF RECORD IN
OFFICIAL RECORD 557, PAGE 119;
THENCE SOUTH 84 DEG. 50 MIN. 41 SEC. WEST, A DISTANCE OF 863.60 FEET, ALONG THE
COMMON LINE OF SAID VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, AND THE
COMMON LINE OF SAID 32.623 AND 11.644 ACRE TRACTS, TO AN IRON PIN SET IN THE PROPOSED
NORTHEASTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF U.S. ROUTE 33, AND THE
NORTHEASTERLY LINE OF AN EXISTING CHANNEL EASEMENT (PARCEL 85 X -2) DELINEATED
UPON THE STATE OF OHIO RIGHT -OF -WAY PLAN UNI -33- 20.23, FRA -33 -0.00, ON FILE WITH THE
OHIO DEPARTMENT OF TRANSPORTATION, DISTRICT 6; SAID POINT BEING 232.38 FEET LEFT OF
CENTERLINE STATION 1322 +59.98, AND BEING THE POINT OF TRUE BEGINNING OF THE HEREIN
DESCRIBED PARCEL 92 -WL;
THENCE CONTINUING SOUTH 84 DEG. 50 MIN. 41 SEC. WEST A DISTANCE OF 48.33 FEET
(PASSING AN IRON PIN FOUND AT A DISTANCE OF 48.10 FEET) ALONG SAID COMMON LINE OF
SAID VIRGINIA MILITARY SURVEY NUMBERS 6420 AND 6748, AND SAID COMMON LINE OF THE
32.623 AND 11.644 ACRE TRACTS, TO A POINT IN ON A CURVE, IN THE EXISTING NORTHEASTERLY
LIMITED ACCESS RIGHT -OF -WAY LINE OF U.S. ROUTE 33, AT A COMMON CORNER OF SAID 32.623
AND 11.644 ACRE TRACTS; SAID POINT BEING 185.85 FEET LEFT OF CENTERLINE STATION
1322 +46.92;
EXHIBIT A Page 2 of 3
RX 252 PID 80748
Rev. 09/06 PARCEL 92 -WL
CTY- RTE -SEC UNI -33 -24.89
Version Date 9/15/06
THENCE THE FOLLOWING FIVE (5) COURSES AND DISTANCES ALONG SAID EXISTING
NORTHEASTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF U.S. ROUTE 33, AND THE
SOUTHWESTERLY LINES OF SAID 32.623 AND 21.887 ACRE TRACTS;
1. THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 1380.39 FEET, A
CENTRAL ANGLE OF 14 DEG. 50 MIN. 22 SEC., AN ARC LENGTH OF 357.52 FEET, THE
CHORD TO WHICH BEARS NORTH 29 DEG. 41 MIN. 16 SEC. WEST, A CHORD
DISTANCE OF 356.52 FEET, TO A POINT OF TANGENCY; SAID POINT BEING 130.98
FEET LEFT OF CENTERLINE STATION 1318 +94.64;
2. THENCE NORTH 22 DEG. 18 MIN. 02 SEC. WEST A DISTANCE OF 899.00 FEET TO AN
ANGLE POINT, BEING 108.00 FEET LEFT OF CENTERLINE STATION 1309 +95.94;
3. THENCE NORTH 20 DEG. 50 MIN. 09 SEC. WEST A DISTANCE OF 145.94 FEET TO AN
ANGLE POINT, BEING 108.00 FEET LEFT OF CENTERLINE STATION 1308 +50.00;
4. THENCE NORTH 02 DEG. 54 MIN. 49 SEC. EAST A DISTANCE OF 54.63 FEET TO AN
ANGLE POINT, BEING 130.00 FEET LEFT OF CENTERLINE STATION 1308 +00.00;
5. THENCE NORTH 20 DEG. 50 MIN. 09 SEC. WEST A DISTANCE OF 536.18 FEET TO A
POINT IN THE CENTERLINE OF WELDON ROAD (UNIMPROVED), AT THE COMMON
CORNER OF SAID 21.887 ACRE TRACT AND THE 47.256 ACRE TRACT CONVEYED TO
PAUL L. & MARY M. JACQUEMIN BY DEED OF RECORD IN DEED BOOK 295, PAGE
501, BEING 130.00 FEET LEFT OF CENTERLINE STATION 1302 +63.82;
THENCE NORTH 84 DEG. 55 MIN. 14 SEC. EAST A DISTANCE OF 10.39 FEET ALONG SAID
CENTERLINE OF WELDON ROAD AND SAID COMMON LINE OF THE 21.887 AND 47.256 ACRE
TRACTS, TO AN IRON PIN SET IN THE PROPOSED NORTHEASTERLY LIMITED ACCESS RIGHT -OF-
WAY LINE OF U.S. ROUTE 33, BEING 140.00 FEET LEFT OF CENTERLINE STATION 1302 +66.64;
THENCE THE FOLLOWING SIX (6) COURSES AND DISTANCES ALONG SAID PROPOSED
NORTHEASTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF U.S. ROUTE 33, AND ACROSS SAID
32.623 AND 21.887 ACRE TRACTS;
1. THENCE SOUTH 20 DEG. 50 MIN. 09 SEC. EAST A DISTANCE OF 483.37 FEET TO AN
IRON PIN SET, BEING 140.00 FEET LEFT OF CENTERLINE STATION 1307 +50.00;
2. THENCE SOUTH 37 DEG. 32 MIN. 16 SEC. EAST A DISTANCE OF 52.19 FEET TO AN
IRON PIN SET AT THE NORTHERLY CORNER OF SAID EXISTING CHANNEL
EASEMENT, BEING 155.00 FEET LEFT OF CENTERLINE STATION 1308 +00.00;
3. THENCE ALONG THE NORTHEASTERLY LINE OF SAID EXISTING CHANNEL
EASEMENT, SOUTH 21 DEG. 43 MIN. 29 SEC. EAST A DISTANCE OF 550.07 FEET TO
AN IRON PIN SET, BEING 140.00 FEET LEFT OF CENTERLINE STATION 1307 +50.00;
4. THENCE SOUTH 23 DEG. 06 MIN. 04 SEC. EAST A DISTANCE OF 750.59 FEET TO IRON
PIN SET ON A CURVE IN THE NORTHEASTERLY LINE OF SAID EXISTING CHANNEL
EASEMENT, BEING 193.21 FEET LEFT OF CENTERLINE STATION 1321 +00.00;
5. THENCE WITH SAID NORTHEASTERLY LINE OF SAID EXISTING CHANNEL
EASEMENT, ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1339.39 FEET, A
CENTRAL ANGLE OF 05 DEG. 58 MIN. 22 SEC., AN ARC LENGTH OF 139.62 FEET, THE
CHORD TO WHICH BEARS SOUTH 34 DEG. 08 MIN. 18 SEC. EAST, A CHORD
DISTANCE OF 139.56 FEET TO AN IRON PIN SET, BEING 225.32 FEET LEFT OF
CENTERLINE STATION 1322 +35.82;
EXHIBIT A Page 3 of 3
RX 252 PID 80748
Rev. 09/06 PARCEL 92 -WL
CTY- RTE -SEC UNI -33 -24.89
Version Date 9/15/06
6. THENCE SOUTH 37 DEG. 07 MIN. 27 SEC. EAST A DISTANCE OF 25.17 FEET TO THE
POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 92 -WL,
CONTAINING 1.745 ACRES, MORE OR LESS, OF WHICH THE PRESENT ROAD
OCCUPIES 0.005 ACRES, MORE OR LESS.
OF THE ABOVE DESCRIBED AREA, 1.745 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 17- 0031039.001, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 146- 00 -00-
012.000
ALL STATION AND OFFSET REFERENCES ARE TO THE AFOREMENTIONED CENTERLINE OF
RIGHT -OF -WAY AND CONSTRUCTION OF U.S. ROUTE 33, UNLESS OTHERWISE SHOWN.
ALL IRON PINS SET ARE 3/4 INCHES IN DIAMETER BY 30 INCHES LONG WITH AN
ALUMINUM CAP, BEARING THE NAME ODOT R/W AND R.D. ZANDE & ASSOCIATES.
THE BEARINGS FOR THE UNI -33 -24.89 PROJECT ARE BASED UPON STATE PLANE GRID
BEARINGS FROM THE OHIO COORDINATE SYSTEM, SOUTH ZONE, NAD 83 (86), AS MEASURED
USING G.P.S. METHODS THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS "FRANK 72 ",
"FRANK 172 ", "FCGS 5536 ", AND "FCGS 5534 ".
THIS DESCRIPTION WAS PREPARED OCTOBER 11, 2006, BY STEVEN E. RADER, REGISTERED
SURVEYOR 7191, AND IS BASED UPON A SURVEY FOR THE CITY OF DUBLIN FROM OCTOBER, 2005
TO MARCH, 2006 BY R. D. ZANDE AND ASSOCIATES, INC., UNDER THE DIRECTION OF SAID
SURVEYOR.
GRANTOR CLAIMS TITLE BY THE INSTRUMENT OF RECORD IN DEED BOOK 298, PAGE 339,
OF THE RECORDER'S OFFICE, UNION COUNTY, OHIO.
A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF.
` + ��so�r�-rnr�e rry �
STEVEN ,
RADER
'••,'f'�. 7191 Q- .
0, .r�'•• �aSTcR�
R. D. ZANDE AND ASSOCIATES, INC.
Ian?/ o
REGISTERED SURVEYOR NO. 7191 DATE
EX R/W -is L6 - EX R/W - -
- EX R /yy
DIRECTION
N 84'55'14 E
EX R7W
WELDON RD. \
48.33'
WELDON RD. (UNIMPROVED)
T.R. 4 \
�o
L3
I N 20'50'09" W
145.94'
L4
N 02'54'49" E
JOHN L WIRCHAINSKI
\
c
536.18'
92 17-0031039.001
21.887 AC. (TRACT 1)
N 84'55'14" E
"
L7
D.B. 298, PG. 339
\
L8
S 37'32'16" E
52.19'
L9
\\ $ 0
N�o
1.745
ACRES GROSS)
IS 23'06'04" E
L
-0.005
ACRES P.R.O.)
25.17'
1.740
ACRES (NET)
f
1.488
AC. (EX. CH. ESMT.)
T =O
O 92
JOHN L. WIRCHAINSKI \ N -WL
0 91 17- 0031031 001 q
50.017 AC. TRACT 1) O o
D.B. 305, P4. 88
w
w u N
NUMBER I
DIRECTION
DISTANCE
L1 IS
84'50'41" W
48.33'
L2 I
N 2718'02" W
899.00'
L3
I N 20'50'09" W
145.94'
L4
N 02'54'49" E
54.63'
L5
N 20'50'09" W
536.18'
L6
N 84'55'14" E
10.39'
L7
S 20'50'09" E
483.37'
L8
S 37'32'16" E
52.19'
L9
S 21'43'29" E
550.07'
L10
IS 23'06'04" E
750.59'
L11
IS 3707'27" E
25.17'
1 �
x �O
15i f
= o
z �t
� w
I � i
V M S 6 4_20_ - - _ --
------ - - - - -- VMS 6748
3 4c
C � ' C icy o 91
P 003
O • e 2 31A rs 000
8
.� p '65 \ U
r - BCF12 Y ES H O fk R
• 32
fix: u
EX. CjL w
NUMBER
I DELTA ANG.
I RADIUS
JARC LEN
I CHORD DIRECTION
I CHORD
[ Cl
14'50'22"
11380.39
357.52'
IN 29'41'16" W
356.52'
C2
05'58'22"
11339.39
139.62'
IS 34'08'18" E
139.56'
MONUMENT LEGEND
Z R.R.S. FOUND
O REBAR FOUND
O IRON PIN FOUND THIS PARCEL UES WITHIN ZONE 'X"
OO R/W MONUMENT FD OF THE "FIRM' COMMUNITY PANEL
• 3/4" IRON PIN SET NO. 390808 0150 B. WITH AN
Ar R.R.S. SET EFFECTIVE DATE OF 9/27/91
BASIS OF BEARINGS
THE BEARINGS FOR THE UNI -33 -24.89 PROJECT ARE BASED UPON
STATE PLANE GRID BEARMGS FROM THE OHIO COORDINATE SYSTEM.
SOUTH ZONE. NAD 83 (88), AS MEASURED USING G.P.S. METHODS
THROUGH THE FRANKLIN COUNTY ENGINEER'S STATIONS 'FRANK 72'.
'FRANK 172', 'FCGS 5538' AND 'FCGS 5534'.
86 PAUL L. do MARY M. JACQUEMIN
17- 0031038.000
47.256 AC.
D.B. 295, PG. 501
POINT OF
! TRUE
'9 BEGINNING
\; !
n�
863.60'
I.P.F.
S 84'50'41" W
Ff� 0.23' E 93
DETAIL N.T.S.
of
92 JOHN L. WIRCHAINSKI C�J
17- 0031039.001 I nt
32.623 AC. (TRACT II) A
D.B. 298, PG. 339
BEGIN FOR V
REFERENCE
C1� L11
8 6 3 .60' __, - _I� --
% S 84'50'41" W
SEE DETAIL
U
F� 93 W
n
�\9Z HAWKINS FAMILY
y PARTNERSHIP, LTD.
�! 17- 0031029.100
F 11.644 ACRES
OR 557, PG. 119
PARCEL 92 -WL
UNI -33 -24.89
COUNTY OF UNION, JEROME TWP., OHIO
VIRGINLI MWARY SURVEY 6420
0 250 Sao
0 ., SCALE IN FEET
Prepared By
4 rSTE EN.
o R.D. Zande & Associate; Ina
• E + 160 0 Lalt Show Dr., Sidi, 100
�• RADR e
o C AO": A1C OAfo !,X201
P/i
one: /6f4� 486 -4389
SyE d�ON AL 5J & Z64 1 7
RegWtered Surveyor /7191 Dab