HomeMy WebLinkAbout19-08 OrdinanceRECORD OF ORDINANCES
Dayton Lega] Blank, Inc Form No 30043
19-08
Ordinance No. Passed 20
1
D
I~
AN ORDINANCE APPROPRIATING A 0.988 ACRES, MORE OR LESS,
FEE SIMPLE INTEREST, A 0.123 ACRES, MORE OR LESS, UTILITY
EASEMENT, AND A 0.564 ACRES, MORE OR LESS, TEMPORARY
CONSTRUCTION EASEMENT FROM POST HYLANDS CO. LTD.,
LOCATED ON THE WEST SIDE OF PERIMETER DRIVE, CITY OF
DUBLIN, COUNTIES OF FRANKLIN AND UNION, STATE OF OHIO,
AND DECLARING AN EMERGENCY.
WHEREAS, the City of Dublin ("City") and the Ohio Department of Transportation
("ODOT") are working in cooperation to make improvements to the US 33/SR 161/Post Road
interchange; and
WHEREAS, in improving the interchange, the City will be undertaking the relocation of
Liggett Road to the east;
WHEREAS, said Liggett Road improvement will require the City of Dublin to obtain a fee
simple interest, utility easement, and temporary construction easement in and to the premises
described in the attached Exhibit "A", Exhibit "B", and Exhibit "C" located in the City of
Dublin, Franklin and Union Counties, Ohio.
NOW, TI~EREFORE, BE IT ORDAINED by the Council of the City of Dublin, State of
Ohio, _~ of the elected members concurring that:
Section 1. A fee simple interest, utility easement, and temporary construction easement in and to
the premises located in the City of Dublin, Ohio, and more fully described in the legal description
attached hereto as Exhibit "A", Exhibit "B", and Exhibit "C" is hereby appropriated for the public
purpose of improving the US 33/SR 161/Post Road interchange and relocation of Liggett Road to
the east, 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 Four Hundred Sixty One
Thousand, Six Hundred Sixty Dollars and No Cents ($461,660) which sum shall be deposited with
the Franklin and 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 properly.
Section 4. The City Law Director is directed to file a petition for appropriation in the Franklin
and 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 and relocation of Liggett Road to
the east 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
ATTEST:
Clerk of Council
~SCHOTTENSTEIN
ZOX~`DUNN, ..
ME11fORl-1 ~~ LTAf
TO: Dublin City Council
Jane S. Brautigam
Paul A. Hammersmith, PE, Director of Engineering/City Engineer
FROM: Stephen J. Smith, Law Director
Philip K. Hartmaiu~, Assistant Law Director
DATE: April 3, 2448
RE: Ordinance 19-48 Land Appropriation -Post Hylands Co., Ltd
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 March 17, 2448
meeting. By v~Tay of background, the Resolution authorized the City to pursue all the necessary
legal requirements to review the possible appropriation of the Post Hylands Co. Property. The
purpose of this Ordinance is to authorize the La~v Department to pursue an eminent domain
action in the appropriate Court of Common Pleas if tluough good faith negotiations the CitS~
caruiot settle with the lando~~~ner.
PROJECT BACKGROUND:
The City of Dublin ("City") and the Ohio Department of Transportation ("ODOT") are working
together to make improvements to the US 33/SR 161/Post Road interchange. In improving the
interchange, the City will be undertaking the relocation of Liggett Road to the east. The US
33/SR 161/Post Road interchange and Liggett Road relocation project ("project") require 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 the project
route. This memorandum discusses the Post Hylands Co. property located on the west side of
Perimeter Drive, just east of the State Route 161iU. S. Route 33 interchange.
ACQUISITION INTRODUCTION:
This project requires the acquisition of a 4.988 acres, more or less, fee simple interest, 4.123
acres, more or less, utility easement and a 4.564 acres, more or less, temporary construction
easement in and to the premises.
Memo to Council -Ordinance 19-08 -Past H}lands Co., Ltd.
April 3, 2008
Page 2 of 2
ACTION TAKEN IN THIS C :SSE:
Since the year 2006, the Law Department has been in contact with the landowner to inform the
company 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 Four Hundred Sixty One Thousand,
Six Hundred Sixty Dollars and No Cents ($461,660}.
The Law Department engaged M/E Company (Mr. James Howard) to negotiate the acquisition
with the landowner. Mr. Howard has presented the offer of compensation to the Post Hylands
Co. Post Hylands Co. has not accepted the offer. Therefore, an agreement cannot be reached.
As such, we prepared this ordinance authorizing the City, through the legal department, to
proceed with litigation in which the compensation to the landowner will be detei-~nined.
RECOMMENDATION:
The Law Department recommends approval of Ordinance 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
Page 1 of 3
RX 250 PID 80748
Rev. 10/06 PARCEL 140-WD
CTY-RTE-SEC RELOC-LIGGETT-RD
Version Date 7/20/07
PARCEL 140-WD
RELOC-LIGGETT-RD
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, CITY OF DUBLIN (WASHINGTON
TOWNSHIP, FRANKLIN COUNTY), LOCATED IN VIRGINIA MILITARY SURVEY NO. 3452, BEING A
PART OF THE ORIGINAL 4.605 ACRE TRACT CONVEYED TO THE POST-HYLANDS CO., BY DEED OF
RECORD IN DEED BOOK 244, PAGE 95 (UNION COUNTY RECORDER'S OFFICE), RECORDS OF THE
RECORDER'S OFFICE, UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEING A PARCEL OF LAND LYING ON THE LEFT AND RIGHT SIDES OF THE CENTERLINE OF
RIGHT-OF-WAY AND CONSTRUCTION OF RELOCATED LIGGETT 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 140-WD;
BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE EXISTING
CENTERLINE OF LIGGETT ROAD, BEING THE COMMON LINE OF VIRGINIA MILITARY SURVEYS
3452 AND 6748, AND BEING THE WESTERLY LINE OF THE ORIGINAL 4.315 ACRE TRACT CONVEYED
TO S.G. LA MYERS, LTD., BY DEED OF RECORD IN OFFICIAL RECORD 132, PAGE 608, AT THE
INTERSECTION OF THE FRANKLIN /UNION COUNTY LINE, AND AT THE SOUTHEASTERLY CORNER
OF THE 10.189 ACRE TRACT CONVEYED TO THE CITY OF DUBLIN BY DEED OF RECORD IN
OFFICIAL RECORD 695, PAGE 579; SAID SPIKE BEING 579.14 FEET LEFT OF CENTERLINE U.S. ROUTE
33 STATION 1341+15.38;
THENCE NORTH 04 DEG. 09 MIN. 03 SEC. WEST, A DISTANCE OF 327.76 FEET ALONG THE
EXISTING CENTERLINE OF LIGGETT ROAD, THE COMMON LINE OF VIRGINIA MILITARY SURVEYS
3452 AND 6748, AND THE COMMON LINE OF SAID ORIGINAL 4.315 AND 10.189 ACRE TRACTS, TO A
POINT AT A COMMON CORNER OF SAID ORIGINAL 4.315 ACRE TRACT AND THE 3.654 ACRE TRACT
CONVEYED TO BP EXPLORATION & OIL INC., BY DEED OF RECORD IN OFFICIAL RECORD 273,
PAGE 484; SAID POINT BEING 15.13 FEET LEFT OF CENTERLINE RELOCATED LIGGETT ROAD
STATION 5002+59.98;
THENCE SOUTH 87 DEG. 27 MIN. 03 SEC. EAST, A DISTANCE OF 493.99 FEET ALONG SAID
COMMON LINE OF THE ORIGINAL 4.315 AND 3.654 ACRE TRACTS, TO AN IRON PIN FOUND AT THE
COMMON CORNER OF SAID 3.654 ACRE TRACT AND SAID ORIGINAL 4.605 ACRE TRACT; SAID IRON
PIN BEING 39.13 FEET RIGHT OF CENTERLINE RELOCATED LIGGETT RD. STATION 5007+97.80; SAID
IRON PIN BEING THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 140-WD;
THENCE CONTINUING SOUTH 87 DEG. 27 MIN. 03 SEC. EAST, A DISTANCE OF 154.76 FEET
ALONG THE SOUTHERLY LINE OF SAID 3.654 ACRE TRACT, TO AN IRON PIN SET ON A CURVE IN
THE EXISTING SOUTHWESTERLY RIGHT-OF-WAY LINE OF POST ROAD, AT A SOUTHEASTERLY
CORNER SAID ORIGINAL 3.654 ACRE TRACT; SAID IRON PIN BEING 50.00 FEET RIGHT OF
CENTERLINE S.R. 161 /POST ROAD STATION 72+35.08;
EXHIBIT
EXHIBIT A Page 2 of 3
RX 250 PID 80748
Rev. 09/06 PARCEL 140-WD
CTY-RTE-SEC RELOC-LIGGETT-RD
Version Date 7/20/07
THENCE WITH A CURVE TO THE RIGHT, HAVING A RADIUS OF 600.00 FEET, A CENTRAL
ANGLE OF 27 DEG. 14 MIN. 45 SEC., AN ARC LENGTH OF 285.32 FEET, THE CHORD TO WHICH BEARS
SOUTH 28 DEG. 26 MIN. 19 SEC. EAST, A CHORD DISTANCE OF 282.64 FEET, ALONG THE EXISTING
SOUTHWESTERLY RIGHT-OF-WAY LINE OF POST ROAD AND PERIMETER ROAD, TO AN IRON PIN
SET IN THE NEW SOUTHERLY RIGHT-OF-WAY OF RELOCATED LIGGETT ROAD, BEING 50.00 FEET
RIGHT OF CENTERLINE S.R. 161 /POST ROAD STATION 75+44.18;
THENCE THE FOLLOWING FIVE (5) COURSES AND DISTANCES ALONG THE NEW
SOUTHWESTERLY RIGHT-OF-WAY LINES OF RELOCATED LIGGETT ROAD, AND ACROSS SAID
ORIGINAL 4.605 ACRE TRACT;
1. THENCE NORTH 77 DEG. S9 MIN. 08 SEC. WEST, A DISTANCE OF 45.24 FEET TO AN
IRON PIN SET, BEING 90.00 FEET RIGHT OF CENTERLINE S.R. 16] /POST ROAD
STATION 75+20.47, AND BEING 42.80 FEET RIGHT OF CENTERLINE RELOCATED
LIGGETT ROAD STATION SO11+44.83;
2. THENCE SOUTH 81 DEG. 28 MIN. 48 SEC. WEST, A DISTANCE OF 28.13 FEET TO AN
IRON PIN SET AT A POINT OF CURVATURE, BEING 40.00 FEET RIGHT OF
CENTERLINE RELOCATED LIGGETT ROAD STATION 5011+25.00;
3. THENCE WITH A CURVE TO THE RIGHT, HAVING A RADIUS OF 140.00 FEET, A
CENTRAL ANGLE OF 77 DEG. S7 MIN. 30 SEC., AN ARC LENGTH OF 190.49 FEET, THE
CHORD TO WHICH BEARS NORTH S9 DEG. 32 MIN. 27 SEC. WEST, A CHORD
DISTANCE OF 176.13 FEET, TO AN IRON PIN SET AT A POINT OF TANGENCY, BEING
40.00 FEET RIGHT OF CENTERLINE STATION 5009+88.94;
4. THENCE NORTH 20 DEG. 33 MIN. 42 SEC. WEST, A DISTANCE OF 148.26 FEET TO AN
IRON PIN SET, BEING 40.00 FEET RIGHT OF CENTERLINE STATION 5008+40.67;
S. THENCE NORTH 86 DEG. 52 MIN. 12 SEC. WEST, A DISTANCE OF 14.42 FEET TO AN
IRON PIN SET IN THE COMMON LINE OF SAID ORIGINAL 4.605 AND 4.31 S ACRE
TRACTS, BEING S2.8S FEET RIGHT OF CENTERLINE STATION 5008+28.36;
THENCE NORTH 03 DEG. 07 MIN. 48 SEC. EAST, A DISTANCE OF 21.30 FEET TO THE POINT
OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 140-WD, CONTAINING 0.988 ACRES,
MORE OR LESS.
OF THE ABOVE DESCRIBED AREA, 0.988 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 39-0001012.000, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 147-00-00-
019.000.
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 RELOCATED LIGGETT ROAD, UNLESS OTHERWISE
SHOWN.
THE BEARINGS FOR THE RELOCATED LIGGETT ROAD 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 l72", "FCGS 5536", AND "FCGS 5534".
EXHIBIT A Page 3 of 3
RX 250 PID 80748
Rev. 09/06 PARCEL 140-WD
CTY-RTE-SEC RELOC-LIGGETT-RD
Version Date 7/20/07
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 DEED BOOK 244, PAGE 95
(UNION COUNTY RECORDER'S OFFICE).
A DRAWING OF ~"~'I-CIS. pESCRIPTION 1S ATTACHED HERETO AND MADE PART THEREOF.
- ~-, ~' ~ ~ R. D. ZANDE AND ASSOCIATES, INC.
~.~`; i.: F=1~
~~
'°., J TES,. ° .~-~ wv
" ~, ,, v <<. REGISTERED SURVEYOR NO. 7191 DATE
`-,,,,
~`sf~'PdH.L 5v`~' •e
~~,.
f~~~A!!i!61.E\ 4
POINT OF TRUE
BEGINNING
RELOCATED'
ss
L1 L
~ I ~,
~Ix
S7 n
z y ~
°~, ''3 ~
~ ~ ~
o b
w I
f
<<
J ~ (n
~1
01 W
~ I~
98 ~~iV
-+~
97
L6
EXHIBIT B
~~: \\\~
\~~~
~ F~ ~~
`~
~~~
L2 ,,
~ ~
~"d ?
~ ~
'~ J, \\'`
~ ~ __~
~ w~ -p~sT R
~~ ~
0.988 ACRES
140
UNION CO. ~
FRANKLIN CO. ~f,
F°R~
5~~~~ g~~
~P
X140
l `~~
I
__-I
AA '
20'
140
THE POST-HYLANDS CO.
273-001899
ORIG. 7.033 ACRES
D.B. 3096, PG. 99
NUMBER DIRECTION DISTANCE
L1 S 8T27'03" E 493.99'
L2 S 8T27'03" E 154.76'
L3 N 7T59'08" W 45.24'
L4 S 81'28'48" W 28.13'
L5 N 20'33'42" W 148.26'
L6 N 86'52'12" W 14.42'
L7 N 03'07'48" E 21.30'
NUMBER DELTA ANG. RADIUS ARC LEN CHORD DIRECTION CHORD
C1 2T14 45 600.00' 285.32' S 28'26'19" E 282.64'
C2 7T57'30" 140.00' 190.49' N 59'32'27" W 176.13'
0.131 AC. (**)
0.857 AC. (***)
0.988 AC. TOTAL
96 BP EXPLORATION
do OIL INC.
39-000101 1.000
3.654 ACRES
OR 273, PG. 484
.O' 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
IRON PINS SET ARE 3/4"
DIAMETER BY 30" LONG WITH A
PLASTIC CAP, BEARING THE NAME
"R.D. ZANDE & ASSOC."
THIS PARCEL LIES WITHIN ZONES "X"
(0.2X ANNUAL CHANCE FLOOD) AND
AE" OF THE "FlRM" MAP NUMBER
39049C0106H, WITH AN EFFECTNE
DATE OF 3/16/04
BASIS OF BEARINGS
THE BEARINGS FOR THE RELOC. UGGETT ROAD.
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".
,~ STEVEN. 3
h f E. °
~= RADER a
jD~ 7191 ~a
9 O%
a~d'S'e' /.s.7 rp JQ~d~
''~_~ONAL BJd~~~
THE POST-HYLANDS CO.
140 39-0001012.000
ORIG. 4.605 ACRES
D.B. 244, PG. 95
PARCEL 140-WD
RELOC. UGGETT RD.
UNION COUNTY
CTfY OF DUBLIN, OHIO
(IIASHINGTON TI/P., F'RANKI.II~I C0.)
VIRGINIA ILII.iTARY SURVEY 3462
o ~o0 200
SCALE qJ FEET
Prepared By
R.D. Sasadt ~ Assoc~ate~ !~
>600 Lafa SAos+e Lis:, Sluilt f00
D ~~ o~ ~~~
lJtosu.• (•6f~f 6-4G9B9
., ~ ~w /o o~ o?
Registered Surveyor / 1la1 Date
(+'-) = WffHIN EXISTING UTILITY ESMT.
(*••) =OUTSIDE EXISTING UTILITY ESMT.
S 8T57'12" E
I ~,.~
x
~ z
~ ~
~,
~! ~
tyrl ~
'~
~b
~~
CITY OF DUBLIN
O UTILITY EASEMENT
O.R. 254, PG. 705
98 CITY OF DUBLIN
39-0001009.000
10.189 ACRES
OR 695, PG. 579
OR 695, PG. 582
O S G La MYERS, LTD.
97 39-0001010.000
ORIG. 4.315 ACRES
OR 132 PG. 608
EXHIBIT
RX 282 ~ PID
Rev. 09/06 PARCEL
CTY-RTE-SEC
Version Date
PARCEL 140-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
140-U
UN]-33-24.87
10/06/07
[Surveyor's description of the premises follows]
SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, CITY OF DUBLIN, LOCATED IN
VIRGINIA MILITARY SURVEY NO. 3452, BEING A PART OF THE ORIGINAL 4.605 ACRE TRACT
CONVEYED TO THE POST-HYLANDS CO., BY DEED OF RECORD IN DEED BOOK 244, PAGE 95
(UNION COUNTY RECORDER'S OFFICE), AND THE ORIGINAL 7.033 ACRE TRACT CONVEYED TO
THE POST-HYLANDS CO., BY DEED OF RECORD IN DEED BOOK 3096, PAGE 99 (FRANKLIN COUNTY
RECORDER'S OFFICE), UNLESS OTHERWISE SHOWN, RECORDS OF THE RECORDER'S OFFICE,
UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEING A PARCEL OF LAND LYING ON THE RIGHT SIDE OF THE CENTERLINE OF RIGHT-OF-
WAY AND CONSTRUCTION OF S.R. 16] /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 140-U;
BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF
LIGGETT ROAD, BEING THE COMMON LINE OF VIRGINIA MILITARY SURVEYS 3452 AND 6748, AND
BEING THE WESTERLY LINE OF THE ORIGINAL 4.315 ACRE TRACT CONVEYED TO S.G. LA MYERS,
LTD., BY DEED OF RECORD IN OFFICIAL RECORD 132, PAGE 608, AT THE INTERSECTION OF THE
FRANKLIN /UNION COUNTY LINE, AND AT THE SOUTHEASTERLY CORNER OF THE 10.189 ACRE
TRACT CONVEYED TO THE CITY OF DUBLIN BY DEED OF RECORD IN OFFICIAL RECORD 695, PAGE
579; SAID SPIKE BEING 579.14 FEET LEFT OF CENTERLINE U.S. ROUTE 33 STATION 1341+15.38;
THENCE NORTH 04 DEG. 09 MIN. 03 SEC. WEST, A DISTANCE OF 327.76 FEET ALONG THE
CENTERLINE OF LIGGETT ROAD, THE COMMON LINE OF VIRGINIA MILITARY SURVEYS 3452 AND
6748, AND THE COMMON LINE OF SAID ORIGINAL 4.315 AND 10.189 ACRE TRACTS, TO A POINT AT
A COMMON CORNER OF SAID 4.315 ACRE TRACT AND THE 3.654 ACRE TRACT CONVEYED TQ BP
EXPLORATION & OIL INC., BY DEED OF RECORD IN OFFICIAL RECORD 273, PAGE 484; SAID POINT
BEING 673.25 FEET LEFT OF CENTERLINE U.S. ROUTE 33 STATION 1338+01.42; SAID POINT BEING
FURTHER REFERENCED AS SOUTH 04 DEG. 09 MIN. 03 SEC. EAST, A DISTANCE OF 30.38 FEET FROM
A RAILROAD SPIKE SET;
THENCE SOUTH 87 DEG. 27 MIN. 03 SEC. EAST, A DISTANCE OF 493.99 FEET ALONG SAID
COMMON LINE OF THE ORIGINAL 4.315 AND 3.654 ACRE TRACTS, TO AN IRON PIN FOUND AT THE
COMMON CORNER OF SAID 3.654 ACRE TRACT AND SAID ORIGINAL 4.605 ACRE TRACT; SAID IRON
PIN BEING 148.51 FEET RIGHT OF CENTERLINE STATION 70+97.84;
THENCE CONTINUING SOUTH 87 DEG. 27 MIN. 03 SEC. EAST, A DISTANCE OF 154.76 FEET
ALONG THE SOUTHERLY LINE OF SAID 3.654 ACRE TRACT, TO AN IRON PIN SET ON A CURVE IN
THE EXISTING SOUTHWESTERLY RIGHT-OF-WAY LINE OF POST ROAD, AT A SOUTHEASTERLY
CORNER SAID ORIGINAL 3.654 ACRE TRACT; SAID IRON PIN BEING 50.00 FEET RIGHT OF
CENTERLINE STATION 72+35.08;
EXHIBIT A Page 2 of 3
RX 282 PID 80748
Rev. 09/06 PARCEL 140-U
CTY-RTE-SEC UN1-33-24.87
Version Date 10/06/07
THENCE ALONG THE EXISTING SOUTHWESTERLY RIGHT-OF-WAY LINE OF POST ROAD
AND PERIMETER ROAD WITH A CURVE TO THE RIGHT, HAVING A RADIUS OF 600.00 FEET, A
CENTRAL ANGLE OF 27 DEG. 14 MIN. 45 SEC., AN ARC LENGTH OF 285.32 FEET, THE CHORD TO
WHICH BEARS SOUTH 28 DEG. 26 MIN. 19 SEC. EAST, A CHORD DISTANCE OF 282.64 FEET, TO AN
IRON PIN SET IN THE NEW SOUTHERLY RIGHT-OF-WAY OF RELOCATED LIGGETT ROAD, BEING
50.00 FEET RIGHT OF CENTERLINE STATION 75+44.18, AND BEING THE POINT OF TRUE
BEGINNING OF THE HEREIN DESCRIBED PARCEL 140-U;
THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ALONG THE EXISTING
SOUTHWESTERLY RIGHT-OF-WAY LINE OF PERIMETER ROAD;
1. THENCE WITH A CURVE TO THE RIGHT, HAVING A RADIUS OF 600.00 FEET, A
CENTRAL ANGLE OF 10 DEG. 03 MIN. 17 SEC., AN ARC LENGTH OF 105.29 FEET, THE
CHORD TO WHICH BEARS SOUTH 09 DEG. 47 MIN. 18 SEC. EAST, A CHORD
DISTANCE OF 105.16 FEET, TO A POINT OF TANGENCY, BEING 50.00 FEET RIGHT OF
CENTERLINE STATION 76+58.24;
2. THENCE SOUTH 04 DEG. 45 MIN. 40 SEC. EAST, A DISTANCE OF 21.76 FEET TO A
POINT, BEING 50.00 FEET RIGHT OF CENTERLINE STATION 76+80.00;
THENCE SOUTH 85 DEG. 14 MIN. 20 SEC. WEST, A DISTANCE OF 40.00 FEET ACROSS SAID
ORIGINAL 7.033 ACRE TRACT, TO A POINT IN THE SOUTHWESTERLY LINE OF THE HEREIN
DESCRIBED UTILITY EASEMENT, BEING 90.00 FEET RIGHT OF CENTERLINE STATION 76+80.00;
THENCE THE FOLLOWING TWO (2) COURSES AND DISTANCES ALONG THE
SOUTHWESTERLY LINE OF THE HEREIN DESCRIBED UTILITY EASEMENT, AND ACROSS SAID
ORIGINAL 7.033 AND 4.605 ACRE TRACTS;
1. THENCE NORTH 04 DEG. 45 MIN. 40 SEC. WEST, A DISTANCE OF 21.76 FEET TO A
POINT OF TANGENCY, BEING 90.00 FEET RIGHT OF CENTERLINE STATION 76+58.24;
2. THENCE WITH A CURVE TO THE LEFT, HAVING A RADIUS OF 560.00 FEET, A
CENTRAL ANGLE OF 12 DEG. 08 MIN. 40 SEC., AN ARC LENGTH OF 118.70 FEET, THE
CHORD TO WHICH BEARS NORTH 10 DEG. 50 MIN. 00 SEC. WEST, A CHORD
DISTANCE OF 118.48 FEET, TO AN IRON PIN SET IN THE NEW SOUTHERLY RIGHT-
OF-WAY LINE OF RELOCATED LIGGETT ROAD, BEING 90.00 FEET RIGHT OF
CENTERLINE STATION 75+20.47;
THENCE SOUTH 77 DEG. 59 MIN. 08 SEC. EAST, A DISTANCE OF 45.24 FEET ALONG THE NEW
SOUTHERLY RIGHT-OF-WAY LINE OF RELOCATED LIGGETT ROAD, AND ACROSS SAID ORIGINAL
4.605 ACRE TRACT, TO THE POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL
140-U, CONTAINING 0.123 ACRES, MORE OR LESS, OF WHICH 0.060 ACRES, MORE OR LESS, LIES
WITHIN THE EXISTING UTILITY EASEMENTS CONVEYED TO THE CITY OF DUBLIN BY DEED OF
RECORD IN OFFICIAL RECORD 254, PAGE 705.
OF THE ABOVE DESCRIBED AREA, 0.076 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 39-0001012.000, AS SHOWN ON UNION COUNTY GIS MAP NUMBER 147-00-00-
0l 9.000.
OF THE ABOVE DESCRIBED AREA, 0.047 ACRES ARE CONTAINED WITHIN FRANKLIN
COUNTY AUDITOR'S PARCEL 273-00]899.
RX 282
Rev. 09/06
EXHIBIT A
PID
PARCEL
CTY-RTE-SEC
Version Date
Page 3 of 3
80748
140-U
UNI-33-24.87
10/06/07
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 DEED BOOK 244, PAGE 95
(UNION COUNTY RECORDER'S OFFICE) AND DEED BOOK 3096, PAGE 99 (FRANKLIN COUNTY
RECORDER'S OFFICE).
A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF.
`.`~~.:.-.. .:F-~
~~ ~:~~~-~ ~~.~r
,~;'
,. ~~h4r_Pa y;
r
., . ~ ..~~
'~..~~,~.,~.~ „t.~,~
R. D. ZANDE AND ASSOCIATES, INC.
Q~~tw ~ / ~i~•y ~OIOGIo?
REGISTERED SURVEYOR NO. 7191 DATE
EXHIBIT B
~~. \ `\
RELOCATED \ \~~~
\ ~~
96 ~'I"
\i~
\ R I
L1 L2 \ ~' POINT OF TRUE
\ '` BEGINNING
~ r., ~' ~
~ I x t ".-~
Z ~ ~ ~ O ~
'~]
~ ~ l-w0j ~ ~ n
~b~ 97 ~ ~ ~~ ~° S
O
.~ - T ill
<< ~
J ~ ~
J
rn W
~~~
98 Oho N
-~
REFERENCE
140
L6
THE POST-HYLANDS CO. 1
39-0001012.000 140 ,~o
ORIG. 4.605 ACRES
D.B. 244, PG. 95 -U ~ w n
_ UNION CO. 7~0 N S 8T57'12" E _
FRANKLIN CO. ~ .
NUMBER DIRECTION DISTANCE
L1 S 8T27'03` E 493.99'
L2 S ST27'03" E 154.76'
L3 S 04'45'40" E 21.76'
L4 S 85' 14'20" W 40.00'
L5 N 04'45'40" W 21.76'
L6 S 7T59'08" E 45.24'
ed
S
N
Og'~ L4 ~ I
~T~ ~ i
~~1A~ 2~ i
1 ~
140 ~, x
x
THE POST-HYLANDS CO. ~~~ ~ ~
273-001899 ~ ~ ~ f
ORIG. 7.033 ACRES
D.B. 3096, PG. 99 ~
H ~
!~f
~\ ~ ~
~~
CITY OF DUBLIN
O UTILITY EASEMENT
O.R. 254, PG. 705
NUMBER DELTA ANG. RADIUS ARC LEN CHORD DIRECTION CHORD
C1 2T14 45 600.00' 285.32' S 28'26'19" E 282.64'
C2 10'03'17" 600.00' 105.29' S 09'47'18" E 105.16'
C3 12'08 40 560.00' 118.70' N 10'50'00" W 118.48'
0.123 AC. (GROSS)
-0.060 AC. (Ex. UTILITY ESMT.
-0.063 AC. (NET ESMT.)
J BP EXPLORATION S G La MYERS, LTD.
96 do OIL INC. 97 39-0001010.000 0.076 AC. 39-0001012.000)
° 39-0001011.000 ORIG. 4.315 ACRES 0.047 AC. 273-001899
3.654 ACRES OR 132 PG. 608
OR 273, PG. 484 0.123 AC. GROSS
98 CITY OF DUBLIN
39-0001009.000
MONUMENT LEGEND 10.189 ACRES
OR 695, PG. 579
m ~ REBAR FOUND OR 695, PG. 582 PARCEL 140-U
~S O IRON PIN FOUND THIS PARCEL LIES WITHIN ZONES "x" UNI-33-24.87
O R/W MONUMENT FD (0.2X ANNUAL CHANCE FLOOD) AND
• 3/4" IRON PIN SET 'AE" OF THE "FIRM" MAP NUMBER CITY OF DUBLIN, UNION COUNTY, OHIO
~ 39049C0106H, WITH AN EFFECTNE VIRGINIA YII.ITARY SURVEY 3462
.~' R.R.S. SET
t DATE OF 3/16/04 0 100 200
'z
SCALE IN FEET
BASIS OF BEARINGS ~~~,~6 ~ » o ``
'~ Pre ared
~ THE BEARINGS FOR THE UNI-33-24.87. PROJECT ~~P STEVEN~y P ~
o RD. Sander ~ Associated !»a
ARE BASED UPON STATE PLANE GRID BEARINGS y E.
FROM THE OHIO COORDINATE SYSTEM, SOUTH ~= RADER oxc Q >600 LaAt Sllon Dr:, Sutlt f00
i ZONE, NAD 83 (86), AS MEASURED USING G.P.S. o; 7181 o Colwnb~ OAio ~.9$O~
o METHODS THROUGH THE FRANKLIN COUNTY = F'''~~s~,erettp~`° ~ (6>~ -~L989
° ENGINEER'S STATIONS "FRANK 72", "FRANK 172", = ss.,~~~ ~ /!~ D D~
o "EGGS 5536", AND "EGGS 5534". oN °'~ ~
Regfeterod Surveyor /7 91 Dots
RX 286
Rev. 09/06
EXHIBIT
a
9
Page 1 of 3
PID 80748
PARCEL 140-T
CTY-RTE-SEC RELOC-LIGGETT-RD
Version Date 06./21/07
PARCEL 140-T
RELOC-LIGGETT-RD
TEMPORARY EASEMENT FOR THE PURPOSE OF
PERFORMING THE WORK NECESSARY TO
TO REMOVE AN EARTH MOUND AND TO REGRADE
FOR APPROXIMATELY 24 MONTHS FROM DATE OF ENTRY BY THE
STATE OF OHIO, DEPARTMENT OF TRANSPORTATION
~Surveyour's description of the premises follows]
SITUATED IN THE STATE OF OHIO, COUNTY OF UNION, CITY OF DUBLIN, LOCATED IN
VIRGINIA MILITARY SURVEY NO. 3452, BEING A PART OF THE ORIGINAL 4.605 ACRE TRACT
CONVEYED TO THE POST-HYLANDS CO., BY DEED OF RECORD IN DEED BOOK 244, PAGE 95
(UNION COUNTY RECORDER'S OFFICE), AND THE ORIGINAL 7.033 ACRE TRACT CONVEYED TO
THE POST-HYLANDS CO., BY DEED OF RECORD IN DEED BOOK 3096, PAGE 99 (FRANKLIN COUNTY
RECORDER'S OFFICE), UNLESS OTHERWISE SHOWN, RECORDS OF THE RECORDER'S OFFICE,
UNION COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEING A PARCEL OF LAND LYING ON THE RIGHT SIDE OF THE CENTERLINE OF RIGHT-OF-
WAY AND CONSTRUCTION OF RELOCATED LIGGETT 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 140-T;
BEGINNING FOR REFERENCE AT A RAILROAD SPIKE FOUND IN THE CENTERLINE OF
LIGGETT ROAD, BEING THE COMMON LINE OF VIRGINIA MILITARY SURVEYS 3452 AND 6748, AND
BEING THE WESTERLY LINE OF THE ORIGINAL 4.315 ACRE TRACT CONVEYED TO S.G. LA MYERS,
LTD., BY DEED OF RECORD IN OFFICIAL RECORD ] 32, PAGE 608, AT THE INTERSECTION OF THE
FRANKLIN /UNION COUNTY LINE, AND AT THE SOUTHEASTERLY CORNER OF THE 10.189 ACRE
TRACT CONVEYED TO THE CITY OF DUBLIN BY DEED OF RECORD IN OFFICIAL RECORD 695, PAGE
579; SAID SPIKE BEING 579.14 FEET LEFT OF CENTERLINE U.S. ROUTE 33 STATION 1341+15.38;
THENCE NORTH 04 DEG. 09 MIN. 03 SEC. WEST, A DISTANCE OF 327.76 FEET ALONG THE
CENTERLINE OF LIGGETT ROAD, THE COMMON LINE OF VIRGINIA MILITARY SURVEYS 3452 AND
6748, AND THE COMMON LINE OF SAID ORIGINAL 4.315 AND 10.189 ACRE TRACTS, TO A POINT AT
A COMMON CORNER OF SAID 4.315 ACRE TRACT AND THE 3.654 ACRE TRACT CONVEYED TO BP
EXPLORATION & OIL INC., BY DEED OF RECORD 1N OFFICIAL RECORD 273, PAGE 484; SAID POINT
BEING 673.25 FEET LEFT OF CENTERLINE U.S. ROUTE 33 STATION 1338+01.42;
THENCE SOUTH 87 DEG. 27 MIN. 03 SEC. EAST, A DISTANCE OF 493.99 FEET ALONG SAID
COMMON LINE OF THE ORIGINAL 4.315 AND 3.654 ACRE TRACTS, TO AN IRON PIN FOUND AT THE
COMMON CORNER OF SAID ORIGINAL 4.605 AND 4.315 ACRE TRACTS; SAID IRON PIN BEING 39.13
FEET RIGHT OF CENTERLINE STATION 5007+97.80;
THENCE SOUTH 03 DEG. 07 MIN. 48 SEC. WEST, A DISTANCE OF 21.30 FEET ALONG THE NEW
SOUTHERLY RIGHT-OF-WAY LINE OF RELOCATED LIGGETT ROAD (PARCEL 140-WD), AND A
COMMON LINE OF SAID ORIGINAL 4.605 AND 4.315 ACRE TRACTS, TO AN IRON PIN SET, BEING
52.85 FEET RIGHT OF CENTERLINE STATION 5008+28.36;
THENCE SOUTH 86 DEG. 52 MIN. 12 SEC. EAST, A DISTANCE OF 14.42 FEET ALONG SAID
NEW SOUTHERLY RIGHT-OF-WAY LINE OF RELOCATED LIGGETT ROAD, AND ACROSS SAID
ORIGINAL 4.605 ACRE TRACT, TO AN IRON PIN SET, BEING 40.00 FEET RIGHT OF CENTERLINE
STATION 5008+40.67; SAID IRON PIN BEING THE POINT OF TRUE BEGINNING OF THE HEREIN
DESCRIBED PARCEL 140-T;
EXHIBIT A Paee 2 of=
RX 386 PID 80748
Rev. 09/06 PARCEL 140-T
CTY-RTE-SEC RELOC-LIGGETT-RD
Version Date 06/21/07
THENCE THE FOLLOWING THREE (3) COURSES AND DISTANCES ALONG SAID NEW
SOUTHERLY RIGHT-OF-WAY LINE OF RELOCATED LIGGETT ROAD, AND ACROSS SAID ORIGINAL
4.605 ACRE TRACT;
1. THENCE SOUTH 20 DEG. 33 MIN. 42 SEC. EAST, A DISTANCE OF 148.26 FEET TO AN
IRON PIN SET AT A POINT OF CURVATURE, BEING 40.00 FEET RIGHT OF
CENTERLINE STATION 5009+88.94;
2. THENCE WITH A CURVE TO THE LEFT, HAVING A RADIUS OF 140.00 FEET, A
CENTRAL ANGLE OF 77 DEG. 57 MIN. 30 SEC., AN ARC LENGTH OF 190.49 FEET, THE
CHORD TO WHICH BEARS SOUTH 59 DEG. 32 MIN. 27 SEC. EAST, A CHORD
DISTANCE OF 176.13 FEET, TO AN IRON PIN SET AT A POINT OF TANGENCY, BEING
40.00 FEET RIGHT OF CENTERLINE STATION 501 1+25.00;
3. THENCE NORTH 81 DEG. 28 MIN. 48 SEC. EAST, A DISTANCE OF 28.13 FEET TO AN
IRON PIN SET IN THE NEW SOUTHWESTERLY LINE OF A UTILITY EASEMENT
(PARCEL 140-U), BEING 90.00 FEET RIGHT OF CENTERLINE S.R. 161 /POST ROAD
STATION 75+20.47;
THENCE ALONG SAID NEW SOUTHWESTERLY LINE OF A UTILITY EASEMENT, ACROSS
SAID ORIGINAL 4.605 AND 7.033 ACRE TRACTS, WITH A CURVE TO THE RIGHT, HAVING A RADIUS
OF 560.00 FEET, A CENTRAL ANGLE OF 09 DEG. 43 MIN. ]4 SEC., AN ARC LENGTH OF 95.01 FEET,
THE CHORD TO WHICH BEARS SOUTH 12 DEG. 02 MIN. 43 SEC. EAST, A CHORD DISTANCE OF 94.89
FEET TO A POINT BEING 90.00 FEET RIGHT OF CENTERLINE S.R. 161 /POST ROAD STATION 76+30.75;
THENCE THE FOLLOWING FOUR (4) COURSES AND DISTANCES ACROSS SAID ORIGINAL
7.033 AND 4.605 ACRE TRACTS;
1. THENCE SOUTH 82 DEG. 48 MIN. 55 SEC. WEST, A DISTANCE OF 93.37 FEET TO A
POINT BEING 140.00 FEET RIGHT OF CENTERLINE STATION 5011+00.00;
2. THENCE NORTH 53 DEG. 47 MIN. 31 SEC. WEST, A DISTANCE OF 156.86 FEET TO A
POINT BEING 1 ] 0.00 FEET RIGHT OF CENTERLINE STATION 5010+30.00;
3. THENCE NORTH 18 DEG. 49 MIN. 21 SEC. WEST, A DISTANCE OF 83.86 FEET TO A
POINT BEING 90.00 FEET RIGHT OF CENTERLINE STATION 5009+88.94;
4. THENCE NORTH O1 DEG. 55 MIN. 33 SEC. WEST, A DISTANCE OF 156.47 FEET TO THE
POINT OF TRUE BEGINNING OF THE HEREIN DESCRIBED PARCEL 140-T,
CONTAINING 0.564 ACRES, MORE OR LESS.
OF THE ABOVE DESCRIBED AREA, 0.524 ACRES ARE CONTAINED WITHIN UNION COUNTY
AUDITOR'S PARCEL 39-0001012.000, AS SHOWN ON UN10N COUNTY GIS MAP NUMBER 147-00-00-
019.000.
OF THE ABOVE DESCRIBED AREA, 0.040 ACRES ARE CONTAINED WITHIN FRANKLIN
COUNTY AUDITOR'S PARCEL 273-001899.
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 RELOCATED LIGGETT ROAD, UNLESS OTHERWISE
SHOWN.
EXHIBIT A Page 3 of 3
RX 286 PID 80748
Rev. 09; 06 PARCEL 140-T
CTY-RTE-SEC RELOC-LIGGETT-RD
Version Date 06/21/07
THE BEARINGS FOR THE RELOCATED LIGGETT ROAD 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", "FOGS 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 DEED BOOK 244, PAGE 95
(UNION COUNTY RECORDER'S OFFICE) AND DEED BOOK 3096, PAGE 99 (FRANKLIN COUNTY
RECORDER'S OFFICE).
THIS TEMPORARY EASEMENT IS FOR THE PURPOSE OF PERFORMING THE WORK
NECESSARY TO REMOVE AN EARTH MOUND AND TO REGRADE THE AREA.
A DRAWING OF THIS DESCRIPTION IS ATTACHED HERETO AND MADE PART THEREOF.
`J
. Z Y :. -lit :. y .
~. Jy~ ;
_ .. _ ,_,
R. D. ZANDE AND ASSOCIATES, INC.
REGISTERED SURVEYO NO. 7191 DATE
POINT OF TRUE
BEGINNING
RELOCATED
96
L1 ~~
~ m L3
~I
z y ~
°,, y \
~ ~ ~
o b
w I
N ~ T'
J ~ (n
J
rn ~
Jp ~ can
ss oo~N
97
EXHIBIT B
\\~ \\~~
~~~~
~` F,{. //
\ ~Ri~
~~
\~ ~
~~ \ ~ \~
r ~ ~ ~
~ ~! \ ~ ~ .l
~ `~ ~ ~~ Cry \ ~<4y
d d s
o ~ ~~-~
/t ao ~ ppS
l-woj ~ - ?' Rl~
\ ~,~
140 L5
,rte ~ -T PERM. ESMT. ~
.,
`J FS~A 'N ~ /t+o ~ ~`
-u~
UNION CO. ~~ ~ S 8T57'12" E
FRANKLIN CO. ~
,1
REFERENCE ~~~ iy ~ AA ~ 1
S ~ g~
1~~1A 2~
140 rn x
I?~ `Z! ~
NUMBER DIRECTION DISTANCE THE POST-HYLANDS CO. ~ I ~ ~
L1 S 8T27'03" E 493.99' 273-001899 ~~
L2 S 03'07'48" W 21.30' ORIG. 7.033 ACRES
D.B. 3096, PG. 99 ~ ~
L3 S 86'52'12" E 14.42' y ~
L4 S 20'33'42" E 148.26' ~ \
L5 N 81'28'48" E 28.13' ;~
L6 S 82'48'55" W 93.37' \
L7 N 53'47'31 " W 156.86' \ ~ ~
L8 N 18'49'21 " W 83.86' \
L9 N 01'55'33" W 156.47'
NUMBER DELTA ANG. RADIUS ARC LEN CHORD DIRECTION CHORD
C1 7T57'30" 140.00' 190.49' S 59'32'27" E 176.13'
C2 09'43'14" 560.00' 95.01' S 12'02'43" E 94.89'
96 BP EXPLORATION
do OIL INC.
39-000101 1.000
3.654 ACRES
OR 273, PG. 484
;O' MONUMENT LEGEND
R.R.S. FOUND
~ REBAR FOUND
O IRON PIN FOUND
O R/W MONUMENT FD
• 3/4" IRON PIN SET
:~' R.R.S. SET
S G La MYERS, LTD.
O
97 39-0001010.000
ORIG. 4.315 ACRES
OR 132 PG. 608
98 CIlY OF DUBLIN
39-0001009.000
10.189 ACRES
OR 695, PG. 579
OR 695, PG. 582
140 THE POST-HYLANDS CO.
39-0001012.000
ORIG. 4.605 ACRES
D.B. 244, PG. 95
BASIS OF BEARINGS
THE BEARINGS FOR THE RELOC. UGGETT ROAD.
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".
CITY OF DUBLIN
O UTILITY EASEMENT
O.R. 254, PG. 705
0.524 AC. (39-0001012.000)
0.040 AC. (273-001899)
0.564 AC. (GROSS)
THIS PARCEL UES WITHIN ZONES "X"
(0.2X ANNUAL CHANCE FLOOD) AND
%1E" OF THE "FIRM" MAP NUMBER
39049C0106H, WITH AN EFFECTNE
DATE OF 3/16/04
PARCEL 140-T
RELOC. UGGETT RD.
CITY OF DUBLiN, UNION COUNTY. OHIO
VI22GINL- YII.iTARY SURVEY 34b2
o too sao
~ O F SCALE IN FEET
~,~P,~'STEVEN 9o Ji~D. 2at~dt ~ Associat« h~
y E' 1600 Lo~te SAosn Dr., .S>rsit~ 100
p RADER o D Coltanbt~ O/b'o f.S~80~
9 7191 0 ' (s>f~ s-+c9e.~,,__ // '' //
~ s ~° ~ ca J~ ~ L°~1_ T
~~ONA~- 9 G
sgieterod Surveyor i ttal Date