HomeMy WebLinkAboutResolution 011-16RECORD OF RESOLUTIONS
Dayton Legal Blank, Inc., Form No. 30045
Resolution No. 11-16
Passed
A RESOLUTION OF INTENT TO APPROPRIATE A 0.736 ACRE, MORE
OR LESS, FEE SIMPLE RIGHT -OF -WAY (OF WHICH 0.420 ACRES IS
WITHIN PRESENT ROAD OCCUPIED; A 0.135 ACRE, MORE OR
LESS, PERMANENT UTILITY EASEMENT; AND A 0.034 ACRE, MORE
OR LESS, TEMPORARY CONSTRUCTION EASEMENT FROM ALEXIS
L, GOSETTO, FROM THE PROPERTY LOCATED AT 6789 RINGS
ROAD, FOR THE PUBLIC PURPOSE OF ROADWAY CONSTRUCTION,
,20
WHEREAS, the City of Dublin (the "City's is preparing to construct Phase 2 of the
Churchman Road roadway project, which will include the construction of a modern
roundabout at the intersection of Churchman Road and Rings Road, and related public
improvements (the , "Project's; and
WHEREAS, the Project requires that the City obtain a fee simple right -of -way interest,
a permanent utility easement, and a temporary construction easement from Alexis L.
®sett®, as described in the attached Exhibit "A," and depicted in the attached Exhibit
"13," said property interest located in the City of Dublin, County of Franklin, State of
Ohio.
NOW, Tk REFORE, 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 public purpose of constructing roadway improvements to serve the residents of
the City of Dublin, a fee simple right -of -way, a permanent utility easement, and a
temporary construction easement, as described in the attached Exhibit "A" and
depicted in the attached Exhibit "l3o"
Section 2. The City Manager is hereby authorized to cause written notice of the
passage of this Resolution to be served upon the owner(s) and person(s) in possession
or having an interest of record in the property as described in the attached Exhibit "A "
and depicted in the attached Exhibit "6," and this notice shall be served according to
law.
Section 3. This Resolution shall take effect upon adoption in accordance with
4.04(a) of the Dublin Revised Charter.
Pa s d this P, -" d
Mayer — Presi ir)(g ff�'cer
ATTEST:
I
Clerk of Council
Office of the Clity Manager
5200 Emerald Parkway * Dublin, 01143017-1090
iftyof Dublin Phone: 614-410-4400 * Fax: 614-410-4490
4cit
Members of Dublin City Council
From,,, Dana L. McDaniel, City Mana
February 18, 2015
InIftiated By: Paul A. Hammersmith, PE, Director of Engineering/City Enginee
Michael S. Sweder, PE, Civil Engineer II I
AW"
The City of Dublin ("City") is preparing to construct a modern roundabout at the intersection 6�
Rings Road and Churchman Road (the"Project"�. The City is obtaining certain permanent property
interests from various landowners to construct the project, as well as also acquiring temporary
easements to perform minor grading and drive re-construction.
Alexis L. Gosetto (the "Grantor") owns property from which the City desires fee simple right-of-
wayf a permanent utility easement and a temporary construction easement. This property is
located at 6789 Rings Road, Dublin, OH 43016 and is identified as Franklin County Parcel No. 274-
000026.
The acquisition of these property interests are vital to the ability for Columbia Gas of Ohio, Inc. tt,
relocate an existing three-inch gas main along rings Road. This work cannot proceed until these
property interests are secured. Delaying the relocation of the gas main could impact the schedule to
construct the roundabout.
The City is hopeful that an amicable resolution can be reached with the Grantor; however, this
Resolution authorizes the Law Director's office to file a complaint for appropriation in the court of
common pleas in the event that negotiations are unsuccessful.
The appropriation consists of a 0.736 acre, more or less, fee simple right-of-way (of which 0.420
acres is within present road occupied; a 0.135 acre, more or less, permanent utility easement, and
a 0.034 acre, more or less, temporary construction easement. The acquisition consists of only the
interests that are necessary for the purposes of the Project. The appraised fair market value of the
property interests was determined to be $14,250.00.
Memo re. Res. 11-16 — Intent to Appropriate from Alexis L. Gosetto,
February 11, 2016
Page 2 of 2
StaN recommends approval of Resolution 11-16 as the approval of the Resolution will authorize the
Law Director's office to initiate an eminent domain action and keep the Project moving forward.
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7ci of Dublin
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Proposed =
Roundabout
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Alexis L. Gosetto
6789 Rings Road, Dublin, OH 43017
PID: 274 - 000026
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0 250 500 1,000
1° = 500'
EXHIBIT "A"
19 -WD
DESCRIPTION OF A 0.736 ACRE RIGHT -OF -WAY PARCEL
ALL RIGHT, TITLE AND INTEREST IN FEE SIMPLE IN THE FOLLOWING DESCRIBED
PROPERTY WITHOUT LIMITATION OF EXISTING ACCESS RIGHTS
Situated in the State of Ohio, County of Franklin, City of Dublin, located in Virginia Military
Survey (VMS) number 3453, being part of that 35.60 acre tract of land described in a deed to
Alexis L. Gosetto, of record in Instrument Number 201208070113847, all records referenced
herein are on file at the Office of the Recorder for Franklin County, Ohio, said parcel being more
particularly bounded and described as follows:
Commencing for reference at Franklin County Geodetic Survey monument number 7747, said
monument being on the west line of said VMS number 3453, being on the east line of VMS
number 6953, being at an angle point on the existing centerline of right -of -way for Rings Road,
and being the northwest corner of that 1.5 acre tract of land described in a deed to Deborah M.
Hofecker, of record in Official Record 8104113;
Thence North 88 degrees 00 minutes 41 seconds East, along the existing centerline of right -of-
way for said Rings Road, along the north line of said 1.5 acre tract, a distance of 122.79 feet to
the northwest corner of the grantor's land, being the northeast corner of said 1.5 acre tract,
and being the TRUE POINT OF BEGINNING for the herein described right -of -way parcel;
Thence North 88 degrees 00 minutes 41 seconds East, continuing along the existing centerline
of right -of -way for said Rings Road, along the north line of the grantor's land, a distance of
610.48 feet (reference passing a railroad spike found at a distance of 9.15 feet) to the northeast
corner of the grantor's land, being the northwest corner of that 38.18 acre tract of land
described in a deed to Russell R. Everman and Bernice D. Everman, of record in Official Record
12019 C13;
Thence South 05 degrees 48 minutes 43 seconds East, along the east line of the grantor's land
and along the west line of said 38.18 acre tract, a distance of 30.07 feet to an iron pin set on
the existing south right -of -way line for said Rings Road;
Thence across the grantor's land along the following seven (7) described courses:
1. South 88 degrees 00 minutes 41 seconds West, along the existing south right -of -way
line for said Rings Road, a distance of 38.97 feet to an iron pin set;
2. South 01 degree 59 minutes 19 seconds East, along a line perpendicular to the previous
course, a distance of 19.00 feet to an iron pin set;
3. South 88 degrees 00 minutes 41 seconds West, along a line parallel to and 49.00 feet by
perpendicular measure south of the existing centerline of right -of -way for said Rings
Road, a distance of 248.17 feet to an iron pin set;
4. Along the arc of a non - tangent curve to the left, said curve having a radius of 284.00
feet, a central angle of 09 degrees 15 minutes 59 seconds and a length of 45.93 feet to
an iron pin set at a point of reverse curvature, said curve being subtended by a long
chord having a bearing of South 62 degrees 18 minutes 04 seconds West and a length
of 45.88 feet;
S. Along the arc of a curve to the right, said curve having a radius of 81.00 feet, a central
angle of 64 degrees 49 minutes 41 seconds and a length of 91.65 feet to an iron pin set
at a point of tangency, said curve being subtended by a long chord having a bearing of
North 89 degrees 55 minutes 05 seconds West and a length of 86.84 feet;
Page 1 of 2
6. North 57 degrees 30 minutes 14 seconds West, a distance of 29.61 feet to an iron pin
set;
7. South 88 degrees 00 minutes 41 seconds West, along a line parallel to and 49.00 feet
south of the existing centerline of right -of -way for said Rings Road, a distance of 169.27
feet to an iron pin set on the west line of the grantor's land, being the east line of said
1.5 acre tract;
Thence North 06 degrees 07 minutes 30 seconds West, along the west line of the grantor's
land and along the east line of said 1.5 acre tract, a distance of 49.13 feet to the TRUE POINT
OF BEGINNING for the herein described right -of -way parcel.
The above described right -of -way parcel contains a total area of 0.736 acres (including 0.420
acres within the present road occupied) is located within Franklin County Auditor's parcel
number 274 - 000026.
The bearings described herein are based on Grid North (reference North 83 degrees 49 minutes
54 seconds East for the centerline of Rings Road between Franklin County Geodetic Survey
monuments 0049 and 7747) as referenced to the Ohio State Plane Coordinate System (South
Zone) and the North American Datum of 1983 (2011 Adjustment), as established utilizing a GPS
survey.
Iron pins set are 30" by 5/8" diameter rebar with caps stamped "Structurepoint -PS 8438 0".
The above described right -of -way parcel was prepared under the direct supervision of Brian P.
Bingham, Registered Professional Surveyor No. 8438 on July 13, 2015, is based on an actual
survey performed by American Structurepoint, Inc., and is true and correct to the best of my
knowledge and belief. �,•�� of ° 01# 1.0 ,
American Structurepoint, Inc. '•�,c^( .•'••.•.••..•••�C�'''
BRIAN P. •
EHNGHAM
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8438 ..
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Brian P. tingham, PS �•.,��5'•• SO _0 Date
Registered Professional Surveyor No. 8438 ;�NA1. S *�.•`�
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DESCRtP']PION VERIFIED
DEAN C. RINGL K P.E., P.S.
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Page 2 of 2
PROJ . NO. 13.517 :n x H I B '
19 -WD
DRAWN BY: MJw :■ CAN 256000RPORIITEDCoLumED,ONa 0i 0.736 AC. RIGHT -OF -WAY
cataus, offs
CHECKED BY BPB NC TEL 614.901205 FAX 614.90122M PARCEL
�°om ACQUIRED FROM
DATE: 7/2/20(5 ALEXIS L. GOSETTO
SI T UA TED IN THE S TA TE OF OHIO, C 0 UN T Y OF FRA NKL IN
I T Y OF DUBL IN, L OCA TED IN VIRGINIA MIL I TA R Y SUR VE Y NUMBER 3453
PID: 274-000055
RUSSELL R. EVERMAN AND 3 8.9 7'
BERMI CE D. EVERMAN
0. R. 72019 C13 �_ S 880 0 0' 41" W
38.18 A C. — x �,, ��S e __ �-- --
30.07
S 050 48' 43" E
PID: 2 74 - 00008 7 NJ )
NOR THWES T CHA PEL CPA CE v
BRETHREN CHURCH
I.N. 199912100304439
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2.802 A C.
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PID: 2 74- 000039 x x
NORTHWEST CHAPEL GRACE
BRETHREN CHURCH
I.N. 200408060187262
1.136 AC.
• M.N.S.
MAG NAIL SET
I.P.S.
5,18" IRON PIN SET WI TH CAP
' 'STRUCTUREPOINT--PS 8438"
0 I.P.F.
IRON PIN FOUND
Q P.F.
IRON PIPE FOUND
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FRANKLIN COUNTY GEODETIC
SUR VE Y MONUMEN T
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BEGINNING
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0 o PID: 274- 000026
ALEXIS L. GOSET TO
I.N. 2012080 7011384 7
35.60 AC.
R- 284.00'
A=09' 15' 59"
= 45.93'
CHD= 45.88'
BRG =S 620 18' 04" W
I.P.S.
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I.P.S. A =64° 49' 41"
= 91.65'
CHD = 86.84'
BRG =N 89' 55' 05" W
1Y5- 29.61'
N 570 30' 14" W
I.P.S.
C!) BASIS OF BEARING:
CO THE BEARINGS SHOWN HEREON ARE BASED ON
co THE BEARING OF N 830 49` 54" E FOR THE
o 0-) CENTERLINE OF RINGS ROAD, AS REFERENCED
0 TO THE OHIO S TA TE PLANE COORDINA TE
SYSTEM (SOUTH ZONE) AND THE NORTH
iV AMERICAN DA TUM OF 1983 (2007
ADJUSTMENT) AS ESTABLISHED UTILIZING A
-p GPS SURVEY ORIGINATING ON FRANKLIN
COUNTY ENGINEER'S OFFICE PUBLISHED
MONUMENTS "0049`' AND "7747 .
49.13 � -� PID. 274- 000040
N O 6 ° O 7' 30// 1N -� DEBORAH M. HOFECKER
0. R. 8104 113
122.79' x � 1.5 AC.
N 880 00' 41" E �---- F.C.G.S. NO. 7747
PID: 274 - -000044 POINT OF `,t%11 #11'8i8,11i
BETTY S. PATCH REFERENCE •``/ If, OF 0
I.N. 200311210374311 ' `•` •`P .•- ••••
0.5 AC. ••• '•••p
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I HEREBY CERTIFY THA T. % "' BRIAN P. •:
THIS DRAWING REPRESENTS THE RESUL TS OF AN ACTUAL FIELD SURVEY BINGHAM : aw
OF THE PREMISES PERFORMED BY AMERICAN S TRUC TUREPOIN T, INC., AND 8438
IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BEL IEF. :•,Q� �Q ; 4% y'••� Q1ST��•'r
• ao /ga s- ''••,,,1o1VAL sV�..•.
KAN P. BI HAM, P.S. NO. 8438 DA TE *01001001100
AMERICAN STRUCTUREPOINT, INC. SHEET 1 OF 1
EXHIBIT "A"
19 -U
DESCRIPTION OF A 0.135 ACRE PERMANENT UTILITY EASEMENT
Situated in the State of Ohio, County of Franklin, City of Dublin, located in Virginia Military
Survey (VMS) number 3453, being part of that 35.60 acre tract of land described in a deed to
Alexis L. Gosetto, of record in Instrument Number 201208070113847, all records referenced
herein are on file at the Office of the Recorder for Franklin County, Ohio, said parcel being more
particularly bounded and described as follows:
Commencing for reference at a MAG nail set on the existing centerline of right -of -way for Rings
Road, being the northeast corner of the grantor's land;
Thence South 88 degrees 00 minutes 41 seconds West, along the existing centerline of right -of-
way for said Rings Road, along the north line of the grantor's land, a distance of 229.02 feet to a
point;
Thence across the grantor's land along the following nine (9) described courses:
1. South 01 degree 59 minutes 19 seconds East, along a line perpendicular to the
previous course, a distance of 49.00 feet to a point on the proposed south right -of -way
line for said Rings Road, said point being the TRUE POINT OF BEGINNING for the herein
described utility easement;
2. South 59 degrees 43 minutes 55 seconds West, a distance of 119.01 feet to a point;
3. North 89 degrees 36 minutes 28 seconds West, a distance of 65.94 feet to a point;
4. North 58 degrees 55 minutes 14 seconds West, a distance of 98.31 feet to a point on a
proposed south right -of -way line for said Rings Road;
5. North 88 degrees 00 minutes 41 seconds East, along the proposed south right -of -way
line for said Rings Road, a distance of 44.43 feet to an iron pin set;
6. South 57 degrees 30 minutes 14 seconds East, continuing along the proposed south
right -of -way line for said Rings Road, a distance of 29.61 feet to an iron pin set at a point
of curvature;
7. Along the arc of a curve to the left, continuing along the proposed south right -of -way
line for said Rings Road, said curve having a radius of 81.00 feet, a central of 64 degrees
49 minutes 41 seconds and a length of 91.65 feet to and iron pin set at a point of
reverse curvature, said curve being subtended by a long chord having a bearing of South
89 degrees 55 minutes 05 seconds East and a length of 86.84 feet;
8. Along the arc of a curve to the right, continuing along the proposed south right -of -way
line for said Rings Road, said curve having a radius of 284.00 feet, a central angle of 09
degrees 15 minutes 59 seconds and a length of 45.93 feet to an iron pin set, said curve
being subtended by a long chord having a bearing of North 62 degrees 18 minutes 04
seconds East and a length of 45.88 feet
9. North 88 degrees 00 minutes 41 seconds East, continuing along the proposed south
right -of -way line for said Rings Road, a distance of 56.11 feet to the TRUE POINT OF
BEGINNING for the herein described utility easement.
Page 1 of 2
The above described utility easement contains a total area of 0.135 acres located within located
Franklin County Auditor's parcel number 274 - 000026.
The bearings described herein are based on Grid North (reference North 83 degrees 49 minutes
54 seconds East for the centerline of Rings Road between Franklin County Geodetic Survey
monuments 0049 and 7747) as referenced to the Ohio State Plane Coordinate System (South
Zone) and the North American Datum of 1983 (2011 Adjustment), as established utilizing a GPS
survey.
Iron pins set are 30" by 5/8" diameter rebar with caps stamped "Structurepoint -PS 8438 ".
The above described utility easement was prepared under the direct supervision of Brian P.
Bingham, Registered Professional Surveyor No. 8438 on July 13, 2015, is based on an actual
survey performed by American Structurepoint, Inc., and is true and correct to the best of my
knowledge and belief. ISS1 a e 111 0,01,
American Structurepoint, Inc.
0or 40000a.
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Brian P. Bingham, PS
Registered Professional Surveyor No. 8438
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Page 2 of 2
PROJ. NO. 13.517 �� EXHIBIT "B"
DRAWN BY: MJW O ANIECCAM 2W CORPORATE EX(CHAME DR, STE 300 19-u
■■ SmLcn R mmT COLUMWS, OH 4=1 2236 10-135 A C. UTILITY E A S E
CHECKED BY BPB MC TEL614,901.ZM FAX614.001ACQUIRED FROM www.� oom
DATE: 7/6/2015 ALEXIS L. GOSETTO
SI TUA TED IN THE S TA TE OF OHIO, COUNT Y OF FRA NKL IN
I T Y OF DUBL IN, L OCA TED IN VIRGINIA MIL I TA R Y SUR VE Y NUMBER 3453
• M.N.S. MA NAIL SET
I.P.S.
5/8" IRON PIN SET WITH CAP
I.P.S.
"STRUCTUREPOINT -PS 8438"
0I.P.F.
IRON PIN FOUND
Q P.F.
IRON PIPE FOUND
®
FRANKLIN COUNTY GEODETIC
SURVEY MONUMENT
PID: 274-000035
RUSSEL R. FVERMAN AND
BERNICE D. EVERMAN
POINT OF O.R. 12019 C13
REFERENCE 38.18 AC.
C�
CD
LLJ
44.43'
SAN N 880 00' 41" E
cm, v �
111 9 RI� \
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BASIS OF BEARING:
THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING OF N 830 49'
54" E FOR THE CENTERLINE OF RINGS ROAD, AS REFERENCED TO THE
OHIO S TA TE PL ANE C0ORDINA TE S YS TEM (SOUTH ZONE) AND THE NOR TH
AMERICAN DA TUM OF 1983 (2007 ADJUSTMENT) AS ESTABLISHED
UTILIZING A CPS SURVEY ORIGINATING ON FRANKLIN COUNTY ENGINEER'S
OFFICE PUBLISHED MONUMENTS "0049" AND "7747 ".
I HEREB Y CER TIF Y THA T:
THIS DRAWING REPRESENTS THE RESUL TS OF AN ACTUAL FIELD SURVEY
OF THE PREMISES PERFORMED BY AMERICAN STRUCTUREPOINT, INC., AND
IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
RIAN P. NGHA , P.S. NO. 8438 DA TE
AMERICAN STRUCTUREPOINT, INC.
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80' 0' 80/
Scale: 1" = 80'
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PID: 274-000087
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PID: 2 74 —00 0026
NORTHWEST CHAPEL GRACE
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ALEXIS L. G OSE T T O
BRETHREN CHURCH
I.N. 199912100304439
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I.N. 2012080 7011384 7
2.802 AC.
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35.60 A C.
PID: 274 - 000039 .� ✓
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PROPOSED R/W
NORTHWEST CHAPEL GRACE
BRETHREN CHURCH
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I.N. 2.0040806018 7262
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E
S 0110 59' 19/' E
1.136 A C. 56.11'
N 880 00' 41" E
°
POINT OF
R=284.00"
BEGINNING
A =090 15' 59"
119.01'
L= 45.93'
x
S 590 43' 55" W
CHD= 45.88'
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BRG =N 620 18' 04" E
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UTIL I T Y EA SEMEN T
R= 81.00
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=640 49 41 /'
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65.94
�1 L =91.65
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N 890 36' 28" W
ND=86.84/
BRG =S 89° 55' 05" E
29.61'
S;570 30' 14" E
98.31'
N 580 55' 14" W
44.43'
SAN N 880 00' 41" E
cm, v �
111 9 RI� \
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BASIS OF BEARING:
THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING OF N 830 49'
54" E FOR THE CENTERLINE OF RINGS ROAD, AS REFERENCED TO THE
OHIO S TA TE PL ANE C0ORDINA TE S YS TEM (SOUTH ZONE) AND THE NOR TH
AMERICAN DA TUM OF 1983 (2007 ADJUSTMENT) AS ESTABLISHED
UTILIZING A CPS SURVEY ORIGINATING ON FRANKLIN COUNTY ENGINEER'S
OFFICE PUBLISHED MONUMENTS "0049" AND "7747 ".
I HEREB Y CER TIF Y THA T:
THIS DRAWING REPRESENTS THE RESUL TS OF AN ACTUAL FIELD SURVEY
OF THE PREMISES PERFORMED BY AMERICAN STRUCTUREPOINT, INC., AND
IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
RIAN P. NGHA , P.S. NO. 8438 DA TE
AMERICAN STRUCTUREPOINT, INC.
O
80' 0' 80/
Scale: 1" = 80'
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EXHIBIT "A"
19 -T -1
DESCRIPTION OF A 0.005 ACRE TEMPORARY CONSTRUCTION EASEMENT
TO PERFORM GRADING AND DRIVE RECONSTRUCTION
Situated in the State of Ohio, County of Franklin, City of Dublin, located in Virginia Military Survey (VMS)
number 3453, being part of that 35.60 acre tract of land described in a deed to Alexis L. Gosetto, of
record in Instrument Number 201208070113847, all records referenced herein are on file at the Office
of the Recorder for Franklin County, Ohio, said parcel being more particularly bounded and described as
follows:
Commencing for reference at a point on the existing centerline of right -of -way for Rings Road, being the
northeast corner of the grantor's land;
Thence South 88 degrees 00 minutes 41 seconds West, along the existing centerline of right -of -way for
said Rings Road, along the grantor's north line, a distance of 71.97 feet to a point;
Thence across the grantor's land along the following five (5) described courses:
1. South 01 degree 59 minutes 19 seconds East, along a line perpendicular to the previous course,
a distance of 49.00 feet to a point on the proposed south right -of -way line for said Rings Road,
said point being the TRUE POINT OF BEGINNING for the herein described temporary easement;
2. South 01 degree 59 minutes 19 seconds East, a distance of 10.00 feet to a point;
3. South 88 degrees 00 minutes 41 seconds West, along a line perpendicular to the previous
course, a distance of 20.00 feet to a point;
4. North 01 degrees 59 minutes 19 seconds West, along a line perpendicular to the previous
course, a distance of 10.00 feet to a point on a proposed south right -of -way line for said Rings
Road;
5. North 88 degrees 00 minutes 41 seconds East, along a proposed south right -of -way line for said
Rings Road, a distance of 20.00 feet to the TRUE POINT OF BEGINNING for the herein described
temporary easement.
The above described temporary easement contains a total area of 0.005 acres located within located
Franklin County Auditor's parcel number 274 - 000026.
The bearings described herein are based on Grid North (reference North 83 degrees 49 minutes 54
seconds East for the centerline of Rings Road between Franklin County Geodetic Survey monuments
0049 and 7747) as referenced to the Ohio State Plane Coordinate System (South Zone) and the North
American Datum of 1983 (2011 Adjustment), as established utilizing a GPS survey.
Iron pins set are 30" by 5/8" diameter rebar with caps stamped "Structurepoint -PS 8438 ".
The above described temporary easement was prepared under the direct supervision of Brian P.
Bingham, Registered Professional Surveyor No. 8438 on July 13, 2015, is based on an actual survey
performed by American Structurepoint, Inc... and is true and correct to the best of my knowledge and
belief.
American Structurepoint, Inc.
Brian P. Bingham, PS
Registered Professional Surveyor No. 8438
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BRIAN P.
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Page i of 1
PROD. NO. 13.517 EXHIBIT "B"
DRAWN BY: MJW p ANCRiCAN 2550 CORPORATE EXCHANGE XCHGE DR, STE 300
ME SMUCTWEIVINT COLUMBUS, OH 43231 0.005 A C. TEMP EASEMENT
CHECKED BY BPB Nc TEL614.901.2235 FAX614.9012236
w m ACQUIRED FROM
ww.2bvcWreWint.co
DATE: 7/2/2015 0 ALEXIS L. GOSETTO
SI TUA TED IN THE STA TE OF OHIO, COUNT Y OF FRANKLIN
CITY OF DUBLIN, L OCA TED IN VIRGINIA MILITARY SUR VF Y NUMBER 345
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RUSSEL R. E VERMA N AND
BERNI CE D. E VERMA N
C.R. 12019 C13
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38.18 AC.
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I.P.s.
0.005 AC.
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TEMP ORA R Y
E SEMEN T
20.00'
L' N 88° 0 41" E
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BASIS OF BEARING:
THE BEARINGS SHOWN HEREON ARE BASED ON
THE BEARING OF N 830 49' 54" E FOR THE
CENTERLINE OF RINGS ROAD, AS REFERENCE!?
TO THE OHIO S TA TE PL ANE COORDINA TE-
SYSTEM (SOUTH ZONE) AND THE NORTH
AMERICAN DA TUM OF 1983 (2007
ADJUSTMENT) AS ESTABLISHED UTILIZING A
CPS SUR VET ORIGINA TINC ON FRA NKL IN
COUNTY ENGINEER'S OFFICE PUBLISHED
MONUMENTS "0049" AND "77471'.
POINT OF
BEGINNING
10.00'
S01 °59'19 "E
_20.00'
S 880 00' 41" W
10.00'
N 01° 59' 19" W
PIDo 2 74- 000026
ALEXIS L. DOSET TO
I.N. 2012080 7011384 7
35.60 AC.
�• M.N.S. MA NAIL SET
5/8" IRON PIN SET WITH CAP
I.P.S. "STRUCTUREPOINT -PS 8438'
0 I.P.F. IRON PIN FOUND
@ P.F. IRON PIPE FOUND
FRANKLIN COUNTY GEODE TIC
SURVEY MONUMENT
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I HEREB Y CER TIF Y THA T:
BRIAN P.
THIS DRAWING RE_PRF-SENTS THE RESUL TS OF AN ACTUAL FIELD SURVEY
B1NGHAM
OF THE PREMISES PERFORMED BY AMERICAN STRUCTURE-POINT, INC. , AND
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qp 84W
IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
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BRIAN BI HAM, P. S. 8438 D TE
AMERICAN STRUCTUREPOINT, INC.
SHEE T 1 OF
EXHIBIT "A"
19-T-2
DESCRIPTION OF A 0.034 ACRE TEMPORARY CONSTRUCTION EASEMENT
TO PERFORM GRADING
Situated in the State of Ohio.. County of Franklin, City of Dublin, located in Virginia Military
Survey (VMS) number 3453, being part of that 35.60 acre tract of land described in a deed to
Alexis L. Gosetto, of record in Instrument Number 201208070113847, all records referenced
herein are on file at the Office of the Recorder for Franklin County, Ohio, said parcel being more
particularly bounded and described as follows:
Commencing for reference at a point on the existing centerline of right -of -way for Rings Road,
being the northeast corner of the grantor's land;
Thence South 88 degrees 00 minutes 41 seconds West, along the existing centerline of right -of-
way for said Rings Road, a distance of 218.47 feet to a point;
Thence across the grantor's land along the following nine (9) described courses:
1. South 01 degree 59 minutes 19 seconds East, along a line perpendicular to the
previous course, a distance of 49.00 feet to a point on the proposed south right -of -way
line for said Rings Road, said point being the TRUE POINT OF BEGINNING for the herein
described temporary easement;
2. South 59 degrees 43 minutes 55 seconds West, a distance of 129.67 feet to a point;
3. North 89 degrees 36 minutes 28 seconds West, a distance of 68.68 feet to a point;
4. North 58 degrees 55 minutes 14 seconds West, a distance of 107.36 feet to a point on a
proposed south right -of -way line for said Rings Road;
5. North 88 degrees 00 minutes 41 seconds East, along a proposed south right -of -way line
for said Rings Road, a distance of 9.16 feet to a point on a proposed utility easement for
said Rings Road;
6. South 58 degrees 55 minutes 14 seconds East, along said proposed utility easement, a
distance of 98.31 feet to a point;
7. South 89 degrees 36 minutes 28 seconds East, continuing along said proposed utility
easement, a distance of 65.94 feet to a point;
8. North 59 degrees 43 minutes 55 seconds East, continuing along said proposed utility
easement, a distance of 119.01 feet to a point on a proposed south right -of -way line for
said Rings Road;
9. North 88 degrees 00 minutes 41 seconds East, along a proposed south right -of -way line
for said Rings Road, a distance of 10.55 feet to the TRUE POINT OF BEGINNING for the
herein described temporary easement.
The above described temporary easement contains a total area of 0.034 acres located within
located Franklin County Auditor's parcel number 274 - 004026.
Page 1 of 2
The bearings described herein are based on Grid North (reference North 83 degrees 49 minutes
54 seconds East for the centerline of Rings Road between Franklin County Geodetic Survey
monuments 0049 and 7747) as referenced to the Ohio State Plane Coordinate System (South
Zone) and the North American Datum of 1983 (2011 Adjustment), as established utilizing a GPS
survey.
Iron pins set are 30" by 5/8" diameter rebar with caps stamped " Structurepoint-PS 8438 ".
The above described temporary easement was prepared under the direct supervision of Brian
P. Bingham, Registered Professional Surveyor No. 8438 on July 13, 2015, is based on an actual
survey performed by American Structurepoint, Inc., and is true and correct to the best of my
knowledge and belief. O.`'•s.,�
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American Structurepoint, Inc. 4k. ;0
:• BRIAN P.
• BINGHAM "
6438 ,. . ..
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Brian P. Bingham, PS 0 v, Date
Registered Professional Surveyor No. 8438 ao#m, +'+► +`
Page 2 of 2
DROJ. NO. 13.517 :� EXHIBIT "B"
)RAWN BY: MJW 4 AM[4 CAN 2= CORPORATE EXCHANGE DR. STE 300 19-T-2
■■ � COLJAX81 OH's' 0.005 AC. TEMP EASEMENT
"HECKED BY BPB INC TEL 814.801. ,�s,�,,,, ku ' mn ACQUIRED FROM
)ATE: 7/6/20151 ALEXIS L. GOSETTO
SI TUA TED IN THE S TA TE OF OHIO, COUN T Y OF FRA NKL IN
I T Y OF DUBL IN, L OCA TED IN VIRGINIA MIL I TA R Y SUR VE Y NUMBER 3453
PID: 279 - 000035
POINT OF RUSSELL R. EVERMAN AND
REFERENCE BERNICE D. EVERMAN
O.R. 12019 C13
38.18 AC.
119.01'
{� N 590 43' 55" E
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1
X
I.P.S.
5,/8." IRON PIN SET WITH CAP
"STRUCTUREPOINT- -PS 8438"
0 I.P.F.
IRON PIN FOUND
l Q P.F.
IRON PIPE FOUND
®
FRA NKL IN COUN T Y GEODE TIC
U)
SURVEY MONUMENT
to
PID: 274-000087
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NORTHWEST CHAPEL GRACE
0
BRETHREN CHURCH
0
I.N. 199912100304439
2.802 AC.
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PID: 274- 000039
NOR THWES T CHAPEL GRACE
BRE THREN CHURCH
I.N. 200408060187262
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1.136 A C.
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119.01'
{� N 590 43' 55" E
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1
• M.N.S. MA NAIL SET
I.P.S.
5,/8." IRON PIN SET WITH CAP
"STRUCTUREPOINT- -PS 8438"
0 I.P.F.
IRON PIN FOUND
l Q P.F.
IRON PIPE FOUND
®
FRA NKL IN COUN T Y GEODE TIC
SURVEY MONUMENT
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65.94/
S 890 36' 28" E
o Ao ��"` 98.31'
MAN R 3� S� S 58° 55' 14" E
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PID: 2 74- 000026
I.P.S. ALEXIS L. GOSET TO
I.N. 2012080 7011384 7
35.60 AC.
---- -- PROPOSED R, 'W
49.00'
/—N 880 00' 41" E
/ POINT OF
BEGINNING
10.55'
N 880 00' 41" E
129.67'
S 590 43' 55" W
I. .S
0 I.P.S:
le S�
9.16'
c
N 880 00' 41" E
BASIS OF BEARING:
THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING OF N 83 49'
541'E FOR THE CENTERLINE OF RINGS ROAD, AS REFERENCED TO THE
OHIO S TA TE PL ANE COOROINA TE S YS TEM (SOUTH ZONE) AND THE NOR TH
AMERICAN DATUM OF 1983 (2007 ADJUSTMENT) AS ESTABLISHED
UTILIZING A CPS SURVEY ORIGINA TING ON FRANKLIN COUNTY ENGINEER'S
OFFICE' PUBLISHED MONUMENTS "0049" AND "7747'.
I HEREB Y CER TIF Y THA T:
THIS DRAWING REPRESENTS THE RESUL TS OF AN ACTUAL FIELD SURVEY
OF THE PREMISES PERFORMED BY AMERICAN STRUCTUREPOINT, INC., AND
IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
IAN P. BIN AM, P.S. NO. 8438 DA TE
AMERICAN STRUCTUREPOINT, INC.
0.034 AC.
TEMP ORA R Y EA SEMEN T
68.68'
N 890 36' 28" W
107.36'
N 580 55' 14" W
80' o' 801,
Scale: 1" = 80"
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