Loading...
Resolution 07-12RECORD OF RESOLUTIONS Inc.. FOf N.. 300x5 Resolution No- 07-12 20 Passed A RESOLUTION OF INTENT TO APPROPRIATE FEE SIMPLE INTERESTS, PERMANENT EASEMENTS AND TEMPORARY CONSTRUCTION EASEMENTS FROM BRE /COH OH LLC (BLACKSTONE). WHEREAS, the City of Dublin is preparing to construct a roadway project to widen Emerald Parkway between Tuttle Crossing Boulevard and Shier -Rings Road; and WHEREAS, this roadway project will require the City of Dublin to obtain fee simple interests, permanent easements and temporary construction easements from BRE /COH OH LLC (Blackstone Properties) as described and depicted in the legal descriptions attached hereto as Exhibit "A ", said property interests located in the City of Dublin, County of Franklin, State of Ohio. NOW, THERE, BE IT RESOLVED by the Council, of the City of Dublin, State of Ohio, of elected members concurring, that: Section 1. Council considers it necessary and declares its intention to appropriate, for the purpose of constructing roadway improvements to Emerald Parkway, fee simple interests, permanent easements and temporary construction easements as described and depicted in the attached Exhibit A. 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 property described in Exhibit A, and this notice shall be served according to law. Section 3. This Resolution shall be effective upon passage in accordance with Section 4.04(a) of the Revised Charter. Passed thi day of (] i2k i id , 2012. Mayor - Pr i ing Officer ATTEST: Clerk of Council CE M I L LE .RLLP LEGAL COUNSEL MEMORANDUM TO: Dublin City Council Marsha I. Grigsby, City Manager FROM: Stephen J. Smith, Esq. Asim Z. Haque, Esq. Paul A. Hammersmith, P.E., Director of Engineering/City Engineer DATE: January 19, 2012 RE: Resolution No. 07 -12 Emerald Widening Project — Tuttle Crossing Boulevard to Rings Road BRE /COH OH LLC (Blackstone) PROJECT BACKGROUND: The City of Dublin ('Dublin ") is working in cooperation with the City of Columbus ( "Columbus ") to widen Emerald Parkway between Tuttle Crossing Boulevard and Rings Road (the "Project "). The Project is being funded, in part, by certain grant monies. In order to utilize these grant monies, Dublin needs to obtain all right -of -way necessary for the by the end of February 2012. APPROPRIATION INTRODUCTION: This memorandum discusses the appropriation of property interests owned by BRE /COH OH LLC (referred to herein as 'Blackstone "). In December of 2011, Blackstone acquired all of the property on Emerald Parkway that was previously owned by Duke Realty Ohio ('Duke "). Dublin had a relationship with Duke, and fully expected to amicably negotiate the donation/acquisition of necessary property interests from Duke without having to use the appropriation process. In October of last year, Dublin learned that Duke was selling its property to Blackstone. Dublin attempted to secure the property it needed from Duke prior to Duke's sale, but Duke could not do so in accordance with its purchase agreement with Blackstone. Through Duke, Dublin then attempted to work with Blackstone to obtain the necessary property interests. Dublin then began communicating directly with Blackstone. Dublin will continue to work with representatives of Blackstone to gain the donation of right -of -way needed for the Project. However, in order to be in a position to commence construction of the project by the end of April 2012, Dublin is forced to at least express its intent to Blackstone to appropriate the property needed for the project. Resolution 07 -12 — Intent to Appropriate — Blackstone Group, LP 01 -19 -12 Pale 2 PROPERTY TO BE APPROPRIATED: The appropriation consists of the following property interests, as depicted in the map attached hereto: Parcel 9 6500 Glendon Court) 9 -WD2 (Fee Simple) 0.049 t acres 9 -E2 (Permanent Easement) 0.156 t acres 9 -T2 (Temporary Easement 0.304 t acres Parcel 11 (6377 Emerald Parkway) 11 -WD Fee Simple) 0.249 t acres 11 -E1 (Permanent Easement) 0.187 t acres 11 -T1 (Temporary Easement) 0.211 t acres RECOMMENDATION: The Law Department recommends approval of Resolution No. 07 -12 in order to keep the Project on track and maintain funding. CITY OF DUBLIN PREPARED BY THE CITY OF DUBLIN, ENGINEERING 6800 Shier -Rings Road • Dublin, Ohio 43016 -1236 Phone (614)410 -4600 • Fax (614)410 -4699 #6397 a a #6377 t(Igt1 II 'E tit [. F PROPOSED RIGHT -O 9WD -2: 0.049 Ac. PROPOSED PEI 9E -2: 0.156 Ac. PROPOSED TEI 9T -2: 0.304 Ac. EMERALD PARKWAY IMPROVEMENTS 6500 EMERALD PARKWAY DUBLIN, OH 43016 #6400 I � X :. ,..�.. ,,&,, GLENDON COURT iw A. 9 2 ® �X 9 E r. I 2 I �� a lo an 4 J Q 9T #6500 Or 2 Lai W CITY OF DUBLI� CIT Y OF OLIJMBUS AY TEAS ENT "" 4( � �p N Y EA ENT_ s 0 r #4700 DRAWN CHECKED DATE: IJOB NO. MSS KBR 1/17/2012 1 09 -005 sca.E: r - 1 50' 0' 75' 150' CITY OF DUBLIN PREPARED BY THE CITY OF DUBLIN, ENGINEERING 6800 Shier —Rings Road • Dublin, Ohio 43016 -1236 Phone (614)410 -4600 • Fax (614)410 -4699 R _. EX RANG R Iw goo* A* J LEGEND PROPOSED RIGHT -1 11WD -1: 0.249 Ac. 17 L EMERALD PARKWAY IMPROVEMENTS 6377 EMERALD PARKWAY DUBLIN, OH 43016 EX R I`" 11WD � 1 I #6400 3 X W r 11E 1 VAY PROPOSED PERMANf NT EASEMENT 11E-1: 0.187 Ac. I PROPOSED TEMPO 11 T -1: 0.221 Ac. DRAWN CHECKED DATE: IJOB NO. MSS KBR 1/17/2012 1 09 -005 SCALE: 1' - 150' 0' 75' 150' 117711"J'" - - - - OF COLUMBUS #6377 r A. R� `. Q ®a " cr � u Q � c o J #6500 LU LU ". Y OF DUBLIN 117711"J'" - - - - OF COLUMBUS #6377 EXHIBIT "A" PARCEL 9WD-2 RIGHT -OF -WAY ACQUISITION FROM BRE/COH OH LLC Situated in the State of Ohio, County of Franklin, City of Dublin, being located in Virginia Military Survey Number 3011, being a part of Lot 4 as it is known and designated on the Tuttle Crossing North plat, of record in Plat Book 80, page 38, and being a part of that 5.493 acre tract as described in a deed to BREICOH OH LLC, of record in Instrument Number 201112220167164, all records referenced are on file at the Office of the Recorder, Franklin County, Ohio, and being a parcel of land lying on the right side of the centerline of construction for Emerald Parkway, recorded in Plat Book 114, pages 12 -13, and bounded and described as follows: Commencing for reference at Franklin County Monument 2011, said monument is located on the centerline of construction for Tuttle Crossing Boulevard, said monument being 0.21 feet left of Emerald Parkway centerline of construction Station 100+00.03; Thence North 80 degrees 27 minutes 53 seconds East, along the centerline of construction for said Tuttle Crossing Boulevard, a distance of 0.21 feet to the intersection with the centerline of construction for Emerald Parkway (dedicated as Britton Parkway in PIat Book 71, page 33), said intersection being at Emerald Parkway centerline of construction Station 100+00.03; Thence North 09 degrees 36 minutes 06 seconds West, along the centerline of construction for said Emerald Parkway, a distance of 99.97 feet to a point of curvature, said point being located at Emerald Parkway centerline of construction Station 101 +00.00; Thence along the are of a curve to the left, continuing along the centerline of construction for said Emerald Parkway, said curve having a radius of 1,400.00 feet, a central angle of 30 degrees 36 minutes 56 seconds, and an arc length of 748.08 feet to a point, said point being located at Emerald Parkway centerline of construction Station 108 +48.08, said curve being subtended by a long chord having a bearing of North 24 degrees 54 minutes 34 seconds West and a length of 739.21 feet; Thence North 39 degrees 57 minutes 09 seconds West, continuing along the centerline of construction for said Emerald Parkway, a distance of 77.26 feet to a point of curvature, said point being located at Emerald Parkway centerline of construction station 109 +25.34; Thence along the are of a curve to the right, continuing along the centerline of construction for said Emerald Parkway, said curve having a radius of 495.59 feet, a central angle of 46 degree 02 minutes 31 seconds, and an arc length of 398.25 feet to a point of tangency, said point being located at Emerald Parkway centerline of construction Station 113 +23.58, said curve being subtended by a long chord having a bearing of North 16 degrees 55 minutes 53 seconds West, and length of 387.62 feet; Thence North 06 degrees 05 minutes 23 seconds East, continuing along the centerline of construction for said Emerald Parkway, (passing the southeast line of said Tuttle Crossing North at a distance of 363.25 feet), a total distance of 445.18 feet to a point of curvature, said point being at Emerald Parkway centerline of construction Station 117 +68.76: Thence along the arc of a curve to the right, continuing along the centerline of construction for said Emerald Parkway, said curve having a radius of 1,400.00 feet, a central angle of 13 degrees 36 minutes 55 seconds, and an are length of 332.69 feet to a point of reverse curvature, said point being at Emerald Parkway centerline of construction Station 121 +01.45 (reference an iron pin found South 87 degrees 50 minutes 52 seconds West at a distance of 0.14 feet), said curve being subtended by a long chord having a bearing of North 12 degrees 53 minutes 50 seconds East and a length of 331.90 feet; Thence along the arc of a curve to the left, continuing along the centerline of construction for said Emerald Parkway, said curve having a radius of 700.00 feet, a central angle of 04 degrees 20 minutes 19 seconds, and an arc length of 53.01 feet to a point, said point being at Emerald Parkway centerline of construction Station 121 +54.46, said curve being subtended by a long chord having a bearing of North 17 degrees 32 minutes 08 seconds East and a length of 52.99 feet; _I - EXHIBIT "A" PARCEL 9WD -2 Thence South 74 degrees 38 minutes 01 second East, a long a radial line for the centerline of construction for said Emerald Parkway, a distance of 40.00 feet to an iron pin to be set at the TRUE POINT OF BEGINNING for this description, said point of beginning being on the northwest line of said Lot 4 and said 5.493 acre tract, said iron pin being on the existing southeast right -of -way of way line for said Emerald Parkway, and said point of beginning being 40.00 feet right of Emerald Parkway centerline of construction Station 121 +54.46; Thence northeast along the arc of a curve to the left, along the northwest line of said Lot 4 and said 5.493 acre tract, along the existing southeast right -of -way for said Emerald Parkway, said curve having a radius of 740.00 feet, a central angle of 04 degrees 18 minutes 51 seconds, and an are length of 55.72 feet to an iron pin to be set, said iron pin being 40.00 feet right of Emerald Parkway centerline of construction Station 122+07 16, said curve being subtended by a long chord having a bearing of North 13 degrees 12 minutes 34 seconds East and a length of 55.71 feet; Thence North 54 degrees 10 minutes 01 second East, continuing along the northwest line of said Lot 4 and said 5.493 acre tract, continuing along the existing southeast right -of -way line for said Emerald Parkway, a distance of 27.33 feet to an iron pin to be set on the existing southwest right -of -way line for Glendon Court (dedicated as Clavin Court by Plat Book 80, page 38), said iron pin being 58.94 feet right of Emerald Parkway centerline of construction Station 122 +25.57; Thence South 82 degrees 43 minutes 08 seconds East, along the northeast line of said Lot 4 and said 5.493 acre tract, along the existing southwest right -of -way line for said Glendon Court, a distance of 16.01 feet to an iron pin to be set at a point of curvature, said iron pin being 74.94 feet right of Emerald Parkway centerline of construction Station 122 +26.14; Thence east along the arc of a curve to the left, continuing along the north line of said Lot 4 and said 5.493 acre tract, continuing along the existing south right -of -way line for said Glendon Court, said curve having a radius of 380.00 feet, a central angle of 06 degrees 45 minutes 23 seconds, and an arc length of 44.81 feet to an iron pin to be set, said iron pin being 119.52 feet right of Emerald Parkway centerline of construction Station 122 +29.87, said curve being subtended by a long chord having a bearing of South 86 degrees 05 minutes 50 seconds East and a length of 44.78 feet; Thence South 72 degrees 51 minutes 11 seconds West, across said Lot 4 and said 5.493 acre tract, a distance of 35.38 feet to an iron pin to be set, said iron pin being 87.97 feet right of Emerald Parkway centerline of construction Station 122 +15.92: Thence South 48 degrees 24 minutes 08 seconds West, continuing across said Lot 4 and said 5.493 acre tract, a distance of 82.43 feet to the TRUE POINT OF BEGINNING for this description. Of the above - described tract, 0.049 acres is located in Franklin County Auditor's Tax Parcel Number 273-007011 - Iron pins described as "to be set" will be set upon completion of construction activities and if applicable. Iron pins to beset are 5/8 inch by 30 inch long rebar with yellow plastic caps stamped "ASI PS 8438" The bearings described herein are based on the bearing for the centerline of Rings Road (North 71 degrees 17 minutes 25 seconds East) which is referenced to the Ohio State Plane Coordinate System, South Zone and the North American Datum of 1983 (1986 adjustment), as established utilizing a GPS survey originating from Franklin County Monuments "FCGS 2213" and "FCGS 4412 RESET" This description was prepared and reviewed on January 13, 2012 by Brian P. Bingham, P.S. No. 8438, is based on a survey of field observations made by Dynotec, Inc. in 2008, meets the requirements of the "Minimum Standards for Boundary Surveys" described in Ohio Revised Code Chapter 4733 -37, and is true and correct to the best of my knowledge. %% eeeras American Structurepoint, Inc. Registered Professional Surveyor No. 8438 s � it 4 �• BRIAN P. BINGHAM 8438 o Ci + ,d Date -2- ;' %: RzNG'.5 e G. P.S. B PROD. NO: 0020080254 CH = N 13° 72' 34'E EXHIBIT 'S' CH L . = 55.71' �® PARCEL 9 -WD -2 FILE NO: 46 ® AMERICAN 2556 CORPORATE EXCHANGE DP, STE300 0. 049 ACRES 0 - N 54- 70' 01' E, 27.33' STRUCTUREPOINT OOLUMfiUS.OH43231 TEL 614.9011235 FAX 614.9072236 RIGHT -OF -WAY DRAWN BY: AVP INC `"" ft " "" ACQUISITION FROM CH L. = 44 78' R = 380.00' BRE/COH OH LLC CHKD BY: BPB DUBLIN, OHIO O R 0 v W P.O.B. r �k J �k 1 P Bf 48 PEG T 38 • = IRON PIN SET O = IRON PIN FOUND I.P SET ARE %' I.D. IRON PIN 30' L ONG WITH CAP INSCRIBED - ASI PS-8438' SCALE: 1' = 30' 0 15 30 60 GLENDON COURT EX U PROPOSED RIGHT —OF —WA Y Lot 4 Tuttle Crossing North P.B 80, pg 38 Commencing for reference from FCGS 2011, thence to the P.0.13 by the following: N 80' 27' 53" E - 0.21' N 9° 36' 06" W. 99.97' N 24° 54' 34" W, 739.21' N 39' 57' 09" W, 77.26' N 16 55' 53" W, 387.62' N 06' 05' 23" E, 445.18' N 12° 53' 50° E, 331.90' N 17° 32' 08" E, 52.99' S 74° 38' 01" E, 40.00' 273 - 007011 BRE/COH OH L L C 5.493 A CRES INST. NO. 201112220167164 (5.493 ACRE TRACT) (D CH = N 13° 72' 34'E CH L . = 55.71' R = 740.00' ARC L _ = 55.72' A =04 °18'51' 0 - N 54- 70' 01' E, 27.33' O - S 82° 43' 08' E, 16.01' ®- CH = S 86° 05' 50'E CH L. = 44 78' R = 380.00' ARC L. = 44.81' A = 06' 45' 23' O - S 72 51' 11' W, 35.38' ©- S 48 24' 08' W, 82.43' BASIS OF BEARING: ALL BEARINGS SHOWN ARE FOR PROJECT USE ONLY. BEARINGS SHOWN HEREIN ARE BASED ON GRID NORTH AND ARE REFERENCED TO THE OHIO STATE PLANE COORDINATE SYSTEM, SOUTH ZONE AND THE NORTH AMERICAN DATUM OF 1983 (1986 ADJUSTMENT), AS ESTABLISHED UTILIZING A CPS SURVEY BETWEEN FRANKLIN COUNTY MONUMENTS "FCGS 2213" AND CGS 4412 RESET'. I HEREBY CERTIFY THAT: THIS DRAWING REPRESENTS THE RESULTS OF AN ACTUAL FIELD SURVEY OF THE PREMISES PERFORMED BY DYNOTEC, INC. IN DECEMBER 2008. THIS DRAWING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF BRIAN P BINGHAMrP.S_ NO 8438 AMERICAN STRUCTUREPOINT, INC -.`� . ... �F . Ochs � s mRSA4 P. B.'NGHAM s 8438 DATE ' / ��lltid Baae SITUATED IN THE STATE OF OHIO, COUNTY OF FRANKLIN, CITY OF DUBLIN, VIRGINIA MILITARY SURVEY NUMBER 3071, AND BEING A PART OF LOT I OF TUTTLE CROSSING NORTH, OF RECORD IN PB 80, PG 38 EXHIBIT "A" PARCEL 9E-2 DESCRIPTION OF A PERPETUAL EASEMENT FOR A SIDEWALK, DRAINAGE AND GRADING Situated in the State of Ohio, County of Franklin, City of Dublin, being located in Virginia Military Survey Number 3011, being a part of Lot 4 as it is known and designated on the Tuttle Crossing North plat, of record in Plat Book 80, page 38, and being a part of that 5.493 acre tract as described in a deed to BRE /COH OH LLC, of record in Instrument Number 201112220167164, all records referenced are on file at the Office of the Recorder, Franklin County, Ohio, and being a parcel of land lying on the right side of the centerline of construction for Emerald Parkway, recorded in Plat Book 114, pages 12 -13, and bounded and described as follows: Commencing for reference at Franklin County Monument 2011, said monument is located on the centerline of construction for Tuttle Crossing Boulevard, said monument being 0.21 feet left of Emerald Parkway centerline of construction Station 100 +00.03; Thence North 80 degrees 27 minutes 53 seconds East, along the centerline of construction for said Tuttle Crossing Boulevard, a distance of 0.21 feet to the intersection with the centerline of construction for Emerald Parkway (dedicated as Britton Parkway in Plat Book 71, page 33), said intersection being at Emerald Parkway centerline of construction Station 100 +00.03; Thence North 09 degrees 36 minutes 06 seconds West, along the centerline of construction for said Emerald Parkway, a distance of 99.97 feet to a point of curvature, said point being located at Emerald Parkway centerline of construction Station 101 +00.00; Thence along the arc of a curve to the left, continuing along the centerline of construction for said Emerald Parkway, said curve having a radius of 1,400.00 feet, a central angle of 30 degrees 36 minutes 56 seconds, and an arc length of 748.08 feet to a point, said point being located at Emerald Parkway centerline of construction Station 108 +48.08, said curve being subtended by a long chord having a bearing of North 24 degrees 54 minutes 34 seconds West and a length of 739.21 feet; Thence North 39 degrees 57 minutes 09 seconds West, continuing along the centerline of construction for said Emerald Parkway, a distance of 77.26 feet to a point of curvature, said point being located at Emerald Parkway centerline of construction station 109 +25.34; Thence along the arc of a curve to the right, continuing along the centerline of construction for said Emerald Parkway, said curve having a radius of 495.59 feet, a central angle of 46 degree 02 minutes 31 seconds, and an arc length of 398.25 feet to a point of tangency, said point being located at Emerald Parkway centerline of construction Station 113 +23.58, said curve being subtended by a long chord having a bearing of North 16 degrees 55 minutes 53 seconds West, and length of 387.62 feet; Thence North 06 degrees 05 minutes 23 seconds East, continuing along the centerline of construction for said Emerald Parkway, a distance of 363.25 feet to a point on the southeast line of said Tuttle Crossing North, being on the northwest line of Reserve "A" as it is known and designated on the Tuttle Crossing Northwest, of record in Plat Book 71, page 33, said point being located at Emerald Parkway centerline of construction Station 116 +86.83; Thence North 84 degrees 28 minutes 11 seconds East, along the southeast line of said Tuttle Crossing North, along the northwest line of said Reserve "A ", a distance of 40.84 feet to an iron pin to be set at the TRUE POINT OF BEGINNING for this description, said point of beginning being the southwest corner of said Lot 4 and said 5.493 acre tract, being the northwest corner of that 6.533 acre tract described in a deed to BRE /COH OH LLC, of record in Instrument Number 201112220167164, said point of beginning being on the existing southeast right -of -way line of said Emerald Parkway, and said point of beginning being 40.00 feet right of Emerald Parkway centerline of construction Station 116 +95.06 EXHIBIT "A" PARCEL 9E-2 Thence along the northwest line of said Lot 4 and said 5.493 acre tract, along the existing southeast right -of -way line for said Emerald Parkway by the following three (3) described courses: 1 North 06 degrees 05 minutes 23 seconds East, a distance of 73.71 feet to an iron pin to be set at a point of curvature, said iron pin being 40.00 feet right of Emerald Parkway centerline of construction Station 117 +68.76; 2. Northeast along the arc of a curve to the right, said curve having a radius of 1,360.00 feet, a central angle of 13 degrees 36 minutes 55 seconds, and an are length of 323.18 feet to an iron pin to be set a point of reverses curvature, said iron pin being 40.00 feet right of Emerald Parkway centerline of construction Station 121 +01.45, said curve being subtended by a long chord having a bearing of North 12 degrees 53 minutes 50 seconds East and a length of 322.42 feet; 3. Northeast along the arc of a curve to the left, said curve having a radius of 740.00 feet, a central angle of 04 degrees 20 minutes 19 seconds, and an arc length of 56.04 feet to an iron pin to be set on the proposed southeast right -of -way line for said Emerald Parkway, said iron pin being 40.00 feet right of Emerald Parkway centerline of construction Station 121 +54.46, said curve being subtended by a long chord having a bearing of North 17 degrees 32 minutes 08 seconds East and a length of 56.02 feet; Thence North 48 degrees 24 minutes 08 seconds East, across said Lot 4 and said 5.493 acre tract, along the proposed southeast right -of -way line for said Emerald Parkway, a distance of 82.43 feet to an iron pin to be set, said iron pin being 87.97 feet right of Emerald Parkway centerline of construction Station 122 +15.92; Thence North 72 degrees 51 minutes 11 seconds East, continuing across said Lot 4 and said 5.493 acre tract, continuing along the proposed southeast right -of -way line for said Emerald Parkway, a distance of 35.38 feet to an iron pin to be set on the existing south right -of -way line for Glendon Court (dedicated as Clavin Court by Plat Book 80, page 38), said iron pin being 119.52 feet right of Emerald Parkway centerline of construction Station 122 +29,87; Thence east along the arc of a curve to the left, along the north line of said Lot 4 and said 5.493 acre tract, along the existing south right -of -way line for said Glendon Court, said curve having a radius of 380.00 feet, a central angle of 06 degrees 00 minutes 34 seconds, and an arc length of 39.86 feet to an iron pin to be set at a point of tangency, said iron pin being 30.00 feet right of Glendon Court centerline of construction Station 11 +5234, said curve being subtended by a long chord having a bearing of North 87 degrees 31 minutes 12 seconds East and a length of 39.84 feet; Thence North 84 degrees 30 minutes 53 seconds East, continuing along the northwest line of said Lot 4 and said 5.493 acre tract, continuing along the existing southeast right -of -way line for said Glendon Court, a distance of 100.32 feet to an iron pin to be set, said iron pin to be set being 30.00 feet right of Glendon Court centerline of construction Station 12 +52.66; Thence across said Lot 4 and said 5.493 acre tract along the following seven (7) described courses: 1. South 05 degrees 29 minutes 07 seconds East, along a line perpendicular from the existing southeast right -of -way line for said Glendon Court, a distance of 2.00 feet to an iron pin to be set, said iron pin being 32.00 feet right of Glendon Court centerline of construction Station 12 +52.66; 2. South 82 degrees 06 minutes 36 seconds West, a distance of 142.00 feet to an iron pin to be set, said iron pin being 120.42 feet right of Emerald Parkway centerline of construction Station 122 +21 19; 2- EXHIBIT "A" PARCEL 9E-2 3. South 52 degrees 42 minutes 58 seconds West, a distance of 75.00 feet to an iron pin to be set, said iron pin being 71.41 feet right of Emerald Parkway centerline of construction Station 121 +71.23; 4. South 39 degrees 27 minutes 02 seconds West, a distance of 55.00 feet to an iron pin to be set, said iron pin to be set being 49.42 feet right of Emerald Parkway centerline of construction Station 121 +24.81; 5 South 19 degrees 42 minutes 18 seconds West, a distance of 25.00 feet to an iron pin to be set at a point of curvature, said point being 49.00 feet right of Emerald Parkway centerline of construction Station 121 +01.45; 6. Southwest along the arc of a curve to the left, parallel to and 9.00 feet easterly from the existing southeast right -of -way line for said Emerald Parkway, said curve having a radius of 1,351.00 feet, a central angle of 13 degrees 36 minutes 55 seconds, and an arc length of 321.04 feet to an iron pin to be set at a point of tangency, said iron pin being 49.00 feet right of Emerald Parkway centerline of construction Station 117 +68.76, said curve being subtended by a long chord having a bearing of South 12 degrees 53 minutes 50 seconds West and a length of 320.29 feet; 7 South 06 degrees 05 minutes 23 seconds West, along a line parallel to and 9.00 feet easterly from the existing southeast right -of -way line for said Emerald Parkway, a distance of 71.85 feet to an iron pin to be set in the southeast line of said Lot 4 and said 5.493 acre tract, being on the northwest line of said 6.533 acre tract and said Reserve "A ", said iron pin being 49.00 feet right of Emerald Parkway centerline of construction Station 116 +96.91; Thence South 84 degrees 28 minutes 11 seconds West, along the southeast line of said Lot 4 and said 5.493 acre tract, along the northwest line of said 6.533 acre tract and said Reserve "A ", a distance of 9.19 feet to the POINT OF BEGINNING for this description. Of the above- described tract, 0.156 acres is located in Franklin County Auditor's Tax Parcel Number 273 - 007011 Iron pins described as "to be set" will be set upon completion of construction activities and if applicable. Iron pins to be set are 5/8 inch by 30 inch long rebar with yellow plastic caps stamped "ASI - PS 8438" The bearings described herein are based on the bearing for the centerline of Rings Road (North 71 degrees 17 minutes 25 seconds East) which is referenced to the Ohio State Plane Coordinate System, South Zone and the North American Datum of 1983 (1986 adjustment), as established utilizing a GPS survey originating from Franklin County Monuments "FCGS 2213" and "FOGS 4412 RESET" This description was prepared and reviewed on January 13, 2012 by Brian P Bingham, P.S. No. 8438, is based on a survey of field observations made by Dynotec, Inc. in 2008, and is true and correct to the best of my knowledge. .�� '- O F American Structurepoint, Inc. � -• ° °' Q�'� ® ° 'e�� EIG0.td P. r • B1NGH Brian P • ingham, P.S. ;gyp 8438 O ' Date Registered Professional Surveyor No. 8438 • �! a e S � fill%t�` 1; t - -� O JN PROJ. NO: CO20080254 FILE NO: 46 DRAWN BY: AVP CWD BY: BPB ®® El EXHIBIT 'B' PARCEL 9 -E -2 S AMERICAN 2550 CORPORATE EXCHANGE GR. STE 300 TRUCTUREPOINT TEL 014.901 35 114901.22N8 ING - truch"polntm 0.156 ACRES PERPETUAL EASEMENT FOR SIDEWALK, DRAINAGE AND GRADING DUBLIN, OHIO l Q GLENDON COURT 3 S W/D a Bo eNT �k P4 Ce ?g WI DF U] / J PB 8p S ,� NT I T Y / P4 Ce 3g PROPOSED EASEMENT C Q Q Q O 2 W f Ex U ----- L o, Q- P C O1 00 O y , 0& / U -?m �- 4 N � � P U QoCj J SOU � 13 o ° = yo u , C \1 .Q Co y 2 P 2 y 0 o CD y m -I D m nQ'i� n � n o r- a Z m 19 ,iTY OF DUBLIN / TY F COLUMBUS It: • CRIAN P . ja 8438 :Qp ir - ti � /ite94t O N 06 05' 23' E, 73 71' O2 CH = N 12' 53' 50' E CH L . = 322.42' R = 1,360.00' ARC L _ = 323.18' 14 0 = 13 ° 36' 55' 15 CH = N 17' J2' 08' E CH L. = 56.02' R = 740 00' ARC L = 56.04' A = 04' 20' 19' O4 - N 48 24' 08' E, 82 43' O5 - N 72° 51' 11 E, 35.38' ©- CH = S 87° 31' 12'E CH L _ = 39.84' R ` 380.00' ARC L - = 39.86' A = 06° 00'.34' N 84' 30' 53' E, 100.32' ®- S 05 29' 07'E, 2.00' ®- S 82' 06' 36' W, 142.00' JO - S 52' 42' 58' W, 75.00' Il - S 39° 27' 02' W, 55.00' 12 - S 19° 42' 18' W, 25 00' Commencing for reference from FCGS 2011, thence to the P.O.B. by the following: N 80° 27' 53° E, 0.21' N 09' 36' 06' W, 99.97' N 24° 54' 34" W, 739.21' N 39° 57' 09" W, 77.26' N 16° 55' 53' W, 387.62' N 06° 05' 23" E, 363.25' N 84° 28' 11" E, 40.84' 13 - CH. = S 12° 53' 50' W CH L_ = 320.29' R = 1,351 00' ARC L. = 321.04' A = 13* 36' 55' 14 - S 06° 05' 23' W, 71.85' 15 S 84° 28' IP W, 9 19' • = IRON PIN SET 0 = IRON PIN FOUND I.P. SET ARE %' I.D. IRON PIN 30' LONG WITH CAP INSCRIBED 'ASI PS- 8438" SCALE: 1° = 60' BASIS OF BEARING: o so 60 1zo ALL BEARINGS SHOWN ARE FOR PROJECT USE ONL Y" BEARINGS SHOWN HEREIN ARE BASED ON GRID NORTH AND ARE REFERNCED TO THE OHIO STATE PLANE COORDINATE SYSTEM, SOUTH ZONE AND THE NORTH AMERICAN DATUM OF 1983 (1986 ADJUSTMENT), AS ESTABLISHED UTILIZING A GPS SURVEY BETWEEN FRANKLIN COUNTY MONUMENTS 'FCGS 2213' AND i 'FCGS 4412 RESET' 1 HEREBY CERTIFY THAT: j THIS DRAWING REPRESENTS THE / I I RESUL TS OF AN ACTUAL FIELD SURVEY OF THE PREMISES PERFORMED BY DYNOTEC, INC. IN DECEMBER 2008 THIS DRAWING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF B`r IAN P BINGHAIGf O 8438 ///411, '_7 DA TE AMERICAN STRUCTUREPOINT, INC SITUATED IN THE STATE OF OHIO, COUNTY OF FRANKLIN, CITY OF DUBLIN, VIRGINIA MILITARY SURVEY NUMBER 3011, AND BEING A PART OF LOT 4 OF TUTTLE CROSSING NORTH, OF RECORD IN PB 80, PG 38 EXHIBIT "A" PARCEL 9T -2 DESCRIPTION OF A TEMPORARY EASEMENT FOR GRADING AND CONSTRUCTION Situated in the State of Ohio, County of Franklin, City of Dublin, being located in Virginia Military Survey Number 3011, being a part of Lot 4 as it is known and designated on the Tuttle Crossing North plat, of record in Plat Book 80, page 38, and being a part of that 5.493 acre tract as described in a deed to BRE /COH OH LLC, of record in Instrument Number 201112220167164, all records referenced are on file at the Office of the Recorder, Franklin County, Ohio, and being a parcel of land lying on the right side of the centerline of construction for Emerald Parkway, recorded in Plat Book 114, pages 12 -13, and bounded and described as follows: Commencing for reference at Franklin County Monument 2011, said monument is located on the centerline of construction for Tuttle Crossing Boulevard, said monument being 0.21 feet left of Emerald Parkway centerline of construction Station 100 +00.03; Thence North 80 degrees 27 minutes 53 seconds East, along the centerline of construction for said Tuttle Crossing Boulevard, a distance of 0.21 feet to the intersection with the centerline of construction for Emerald Parkway (dedicated as Britton Parkway in Plat Book 71, page 33), said intersection being at Emerald Parkway centerline of construction Station 100+00.03; Thence North 09 degrees 36 minutes 06 seconds West, along the centerline of construction for said Emerald Parkway, a distance of 99.97 feet to a point of curvature, said point being located at Emerald Parkway centerline of construction Station 101 +00.00; Thence along the arc of a curve to the left, continuing along the centerline of construction for said Emerald Parkway, said curve having a radius of 1,400.00 feet, a central angle of 30 degrees 36 minutes 56 seconds, and an are length of 748.08 feet to a point, said point being located at Emerald Parkway centerline of construction Station 108 +48.08, said curve being subtended by a long chord having a bearing of North 24 degrees 54 minutes 34 seconds West and a length of 739.21 feet; Thence North 39 degrees 57 minutes 09 seconds West, continuing along the centerline of construction for said Emerald Parkway, a distance of 77.26 feet to a point of curvature, said point being located at Emerald Parkway centerline of construction station 109 +25.34; Thence along the arc of a curve to the right, continuing along the centerline of construction for said Emerald Parkway, said curve having a radius of 495.59 feet, a central angle of 46 degree 02 minutes 31 seconds, and an are length of 398.25 feet to a point of tangency, said point being located at Emerald Parkway centerline of construction Station 113 +23.58, said curve being subtended by a long chord having a bearing of North 16 degrees 55 minutes 53 seconds West, and length of 387.62 feet; Thence North 06 degrees 05 minutes 23 seconds East, continuing along the centerline of construction for said Emerald Parkway, a distance of 363.25 feet to a point on the southeast line of said Tuttle Crossing North, being on the northeast line of Reserve "A" as it is known and designated on the Tuttle Crossing Northwest, of record in Plat Book 71, page 33, said point being located at Emerald Parkway centerline of construction Station 116 +86.83; Thence North 84 degrees 28 minutes 11 seconds East, along the southeast line of said Tuttle Crossing North, along the northwest line of said Reserve "A ", a distance of 40.84 feet to the southwest corner of said Lot 4 and said 5.493 acre tract, being the northwest corner of that 6.533 acre tract described in a deed to BRE/COH OH LLC, of record in Instrument Number 201112220167164, said point of beginning being on the existing southeast right -of -way line of said Emerald Parkway, and said point of beginning being 40.00 feet right of Emerald Parkway centerline of construction Station 116 +95.06; -I - EXHIBIT "A" PARCEL 9T -2 Thence North 84 degrees 28 minutes 11 seconds East, along the southeast line of said Lot 4 and said 5.493 acre tract, along the northwest line of said 6.533 acre tract and said Reserve "A ", a distance of 9.19 feet to the TRUE POINT OF BEGINNING for this description, said point of beginning being 49.00 feet right of Emerald Parkway centerline of construction Station 116 +96.91; Thence across said Lot 4 and said 5.493 acre tract by the following eight (8) described courses: I North 06 degrees 05 minutes 23 seconds East, along a line parallel to and 9.00 feet easterly from the existing southeast right -of -way line for said Emerald Parkway, a distance of 71.85 feet to a point of curvature, said point being 49.00 feet right of Emerald Parkway centerline of construction Station 117 +68.76; 2. Northeast along the are of a curve to the right, parallel to and 9.00 feet easterly from the existing southeast right -of -way line for said Emerald Parkway, said curve having a radius of 1,351.00 feet, a central angle of 13 degrees 36 minutes 55 seconds, and an arc length of 321.04 feet to a point of tangency, said point being 49.00 feet right of Emerald Parkway centerline of construction Station 121 +01.45, said curve being subtended by a long chord having a bearing of North 12 degrees 53 minutes 50 seconds East and a length of 320.29 feet; 3. North 19 degrees 42 minutes 18 seconds East, a distance of 25.00 feet to a point of curvature, said point being 49.42 feet right of Emerald Parkway centerline of construction Station 121 +24.81; 4. North 39 degrees 27 minutes 02 seconds East, a distance of 55.00 feet to a point, said point being 71.41 feet right of Emerald Parkway centerline of construction Station 121 +71.23; 5. North 52 degrees 42 minutes 58 seconds East, a distance of 75.00 feet to a point, said point being 120.42 feet right of Emerald Parkway centerline of construction Station 122 +21 19; 6. North 82 degrees 06 minutes 36 seconds East, a distance of 142.00 feet to a point, said point being 32.00 feet right of Glendon Court centerline of construction Station 12 +52.66; 7 North 05 degrees 29 minutes 07 seconds West, a distance of 2.00 feet to a point on the northwest line of said Lot 4 and said 5.493 acre tract, being on the exiting southeast right - of -way line for Glendon Court (dedicated as Clavin Court by Plat Book 80, page 38), said point being 30.00 feet right of Glendon Court centerline of construction Station 12 +52.66; Thence North 84 degrees 30 minutes 53 seconds East, along the northwest line of said Lot 4 and said 5.493 acre tract, along the existing southeast right -of -way line for said Glendon Court, a distance of 4.07 feet to a point, said point being 30.00 feet right of Glendon Court centerline of construction Station 12 +56.73; Thence across said Lot 4 and said 5.493 acre tract along the following five (5) described courses: I South 05 degrees 29 minutes 07 seconds East, along a line perpendicular from the existing southeast right -of -way line for said Glendon Court, a distance of 10.00 feet to a point, said point being 40.00 feet right of Glendon Court centerline of construction Station 12 +56.73; -2- EXHIBIT `°A" PARCEL 9T -2 2. South 80 degrees 20 minutes 21 seconds West, a distance of 105.00 feet to a point, said point being 47.65 feet right of Glendon Court centerline of construction Station 11 +52.05; 3. South 48 degrees 52 minutes 39 seconds West, a distance of 170.00 feet to a point, said point being 67.00 feet right of Emerald Parkway centerline of construction Station 121+01.45; 4. Southwest along the are of a non - tangent curve to the left, parallel to and 27.00 feet easterly from the existing southeast right -of -way for said Emerald Parkway, said curve having a radius of 1,333.00 feet, a central angle of 14 degrees 44 minutes 53 seconds, and an are length of 343.12 feet to a point, said point being 67.26 feet right of Emerald Parkway centerline of construction Station 117 +42.42, said curve being subtended by a long chord having a bearing of South 12 degrees 19 minutes 52 seconds West, and a length of 342.17 feet; 5. South 20 degrees 25 minutes 26 seconds West, a distance of 45.48 feet to a point on the southeast line of said Lot 4 and said 5.493 acre tract, said point being on the northwest line of said 6.533 acre tract and said Reserve "A ", and said point being 56.00 feet right of Emerald Parkway centerline of construction Station 116 +98.35; Thence South 84 degrees 28 minutes 11 seconds West, along the southeast line of said Lot 4 and said 5.493 acre tract, along the northwest line of said 6.533 acre tract, a distance of 7.15 feet to the TRUE POINT OF BEGINNING for this description. Of the above - described tract, 0.304 acres is located in Franklin County Auditor's Tax Parcel Number 273 - 007011 The bearings described herein are based on the bearing for the centerline of Rings Road (North 71 degrees 17 minutes 25 seconds East) which is referenced to the Ohio State Plane Coordinate System, South Zone and the North American Datum of 1983 (1986 adjustment), as established utilizing a GPS survey originating from Franklin County Monuments "FCGS 2213" and "FCGS 4412 RESET" This description was prepared and reviewed on January 13, 2012 by Brian P Bingham, P.S. No. 8438 from a survey of field observations made by Dynotec, Inc. in 2008, and is true and correct to the best of my knowledge. American Structurepoint, Inc. .'�°� °° �� Ile VkH P. BINGHAM ri P Bi . c am-- . 0438 Brean P Binghain gy :0 , = Date Registered Professional Surveyor No. 8438 J PL a 1 M -3- PROD. NO: CO200BO254 EXHIBIT 'B' ®� PARCEL 9 -T -2 FILE NO: 46 AMERICAN 2550 CORPORATE EXCHANGE DR.STE300 0 . 304 ACRES �® 235 FAX US,OH43231 STRUCTUREPOINT TEL 614.B01?235 FA%014 H43 238 TEMPORARY EASEMENT DRAWN Br: AYP INC. "^•"' �nt� FOR CONSTRUCTION AND GRADING CHKD BYz BPB DUBLIN, OHIO GL ENDON 6 7 8 _COUR T R /W— 9 5) Ex U p B 8p SEM£NT P4 f 38 pe 8o S 44 " 1 17 PA 38 Q J � Q) W � J 2 I I 19 e`e �ewrerr rrr BRIAN P. _ BINGHAF, 8438 ® 0 �. a e tG,>at�SN�:.� g 273- 007011 BRE /COH OH LLC 5.493 ACRES jj FNST NO 201112220167154 (5.493 ACRE TRACT) Ol N 06° 05' 23" E, 71.85' ® N 84° 30' 53" E, 4.07' O2 - CH = N 12° 53' 50" E O9 - 5 05° 29' 07" W, 10.00' t CH L_ = 320.29' i R = 1,351.00' 70 - S 80° 20' 21" W, 105.00' CO ARC L _ = 321.04' --,n A = 13 36' 55" Il - 5 48 52' 39" W, 170.00' N 79° 42' 18" E, 25.00' ]2 - CH = 5 12° 79' 52" W N 39° 27' 02" E, 55.00' CH L. = 342.17' U m R = 1,333.00' N 52 42'58'E, 75.00' ARC L = 343.12' a A - 14 ° 44' 53 N 82° 06' 36" E, 142.00' (17N 5 20° 25' 26" W, 45.48' 12 N 05° 29' 07" W, 2.00' T9 - 5 89° 28' Il" W, 7 15' PROPOSED TEMPORARY EASEMENT �( OF DUBLIN �� F COLUM S 0 o 0 rn rn —1 nT N rn rT n C) -+ T n o r z m SCALE: 1' = 60' BASIS OF BEARING: 0 30 60 120 ALL BEARINGS SHOWN ARE FOR PROJECT USE ONLY_ BEARINGS SHOWN HEREIN ARE BASED ON GRID NORTH AND ARE REFERNCED TO THE OHIO STATE PLANE COORDINATE SYSTEM, SOUTH ZONE AND THE NORTH AMERICAN DATUM OF 1983 (1986 ADJUSTMENT), A5 ESTABLISHED UTILIZING A GPS SURVEY BETWEEN FRANKLIN COUNTY MONUMENTS CGS 2273" AND 'FCGS 4412 RESET' i I HEREBY CERTIFY THA T: THIS DRAWING REPRESENTS THE RESUL TS OF AN ACTUAL FIELD SURVEY OF THE PREMISES PERFORMED BY DYNOTEC, INC. IN DECEMBER 2008. THIS DRAWING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF BRIAN P BINGHAM, P. . NO 8438 DA TE AMERICAN STRUCTUREPOINT, INC SITUATED IN THE STATE OF OHIO, COUNTY OF FRANKLIN, CITY OF DUBLIN, VIRGINIA MILITARY SURVEY NUMBER 3017, AND BEING A PART OF LOT 4 OF TUTTLE CROSSING NORTH, OF RECORD IN PB 80, PG 38. EXHIBIT "A" PARCEL 11WD -1 RIGHT -OF -WAY ACQUISITION FROM BRE/COH OR LLC Situated in the State of Ohio, County of Franklin, City of Dublin, being located in Virginia Military Survey Number 3011, being a part of Lot 1 as it is known and designated on the Tuttle Crossing North plat, of record in Plat Book 80, page 38, and being a part of that 5.640 acre tract, as described in a deed to BRE /COH OH LLC, of record in Instrument Number 201112220167164, all records referenced are on file at the Office of the Recorder, Franklin County, Ohio, and being a parcel of land lying on the left side of the centerline of construction for Emerald Parkway, recorded in Plat Book 114, pages 12 -13, and bounded and described as follows: Commencing for reference at Franklin County Monument 2011, said monument is located on the centerline of construction for Tuttle Crossing Boulevard, said monument being 0.21 feet left of Emerald Parkway centerline of construction Station 100 +00.03; Thence North 80 degrees 27 minutes 53 seconds East, along the centerline of construction for said Tuttle Crossing Boulevard, a distance of 0.21 feet to the intersection with the centerline of construction for Emerald Parkway (dedicated as Britton Parkway in Plat Book 71, page 33), said intersection being at Emerald Parkway centerline of construction Station 100 +00.03; Thence North 09 degrees 36 minutes 06 seconds West, along the centerline of construction for said Emerald Parkway, a distance of 99.97 feet to a point of curvature, said point being located at Emerald Parkway centerline of construction Station 101+00.00; Thence along the arc of a curve to the left, continuing along the centerline of construction for said Emerald Parkway, said curve having a radius of 1,400.00 feet, a central angle of 30 degrees 36 minutes 56 seconds, and an arc length of 748.08 feet to a point, said point being located at Emerald Parkway centerline of construction Station 108 +48.08, said curve being subtended by a long chord having a bearing of North 24 degrees 54 minutes 34 seconds West and a length of 739.21 feet; Thence North 39 degrees 57 minutes 09 seconds West, continuing along the centerline of construction for said Emerald Parkway, a distance of 77.26 feet to a point of curvature, said point being located at Emerald Parkway centerline of construction station 109+25.34; Thence along the arc of a curve to the right, continuing along the centerline of construction for said Emerald Parkway, said curve having a radius of 495.59 feet, a central angle of 46 degree 02 minutes 31 seconds, and an arc length of 398.25 feet to a point of tangency, said point being located at Emerald Parkway centerline of construction Station 113 +23.58, said curve being subtended by a long chord having a bearing of North 16 degrees 55 minutes 53 seconds West, and length of 387.62 feet; Thence North 06 degrees 05 minutes 23 seconds East, continuing along the centerline of construction for said Emerald Parkway, (passing the southerly Iine of said Tuttle Crossing North, and the northerly line of Reserve "A" as it is known and designated on the Tuttle Crossing Northwest plat, of record in Plat Book 71, page 33 at a distance of 363.25 feet) a total distance of 445.18 feet to a point of curvature, said point being located at Emerald Parkway centerline of construction Station 117 +68.76; Thence northeast along the are of a curve to the right, continuing along the centerline of construction for said Emerald Parkway, said curve having a radius of 1,400.00 feet, a central angle of 10 degrees 48 minutes 39 seconds, and an arc length of 264.16 feet to a point, said point being at Emerald Parkway centerline of construction Station 120 +32.92, said curve being subtended by a long chord having a bearing of North 11 degrees 29 minutes 42 seconds East and a length of 263.77 feet; Thence North 73 degrees 05 minutes 58 seconds West, along a radial line from the centerline of construction for said Emerald Parkway, a distance of 40.00 feet to an iron pin to be set at the TRUE POINT OF BEGINNING for this description, said point of beginning being on the existing northwest right -of -way line for said Emerald Parkway, being on the east line of said Lot 1 and said 5.640 acre tract, and said point of beginning being 40.00 feet left of Emerald Parkway centerline of construction Station 120+32.92; Thence across said Lot 1 and said 5.640 acre tract along the following three (3) described courses: EXHIBIT "A" PARCEL 11WD -1 1 North along the are of a non - tangent curve to the left, said curve having a radius of 293.00 feet, a central angle of 35 degrees 57 minutes 03 seconds, and an are length of 183.85 feet to an iron pin to be set at a point of compound curvature, said iron pin being 94.35 feet left of Emerald Parkway centerline of construction Station 122 +15.95, said curve being subtended by a long chord having a bearing of North 01 degree 04 minutes 29 seconds West and a length of 180.84 feet; 2. Northwest along the arc of a curve to the left, said curve having a radius of 113.00 feet, a central angle of 34 degrees 24 minutes 35 seconds, and an arc length of 67.86 feet to an iron pin to be set at a point, said iron pin being 141.02 feet left of Emerald Parkway centerline of construction Station 122 +73.55, said curve being subtended by a long chord having a bearing of North 36 degrees 15 minutes 18 seconds West and a length of 66.85 feet; 3. North 23 degrees 09 minutes 32 seconds East, a distance of 37.56 feet to an iron pin to be set on a north line of said 5.640 acre tract, being at a southeast comer of that 3.172 acre tract described in a deed to Trinity Holdings Group, LLC, of record in Instrument Number 201105110061057, being at the southwest corner of that 0.033 acre right -of -way parcel described in a deed to City of Dublin, Ohio, of record in Instrument Number 201105110061054, said iron pin being 128 58 feet left of Emerald Parkway centerline of construction Station 123 +17.44; Thence South 87 degrees 42 minutes 27 seconds East, continuing across said Lot 1, along a north line of said 5.640 acre tract, along a south line of said 0.033 acre right -of -way parcel, a distance of 88.58 feet to an iron pin to be set at the northeast comer of said 5.640 acre tract, being the southeast comer of said 0.033 acre right -of -way parcel, and being on the existing west right -of -way line for said Emerald Parkway, said iron pin set being 40.00 feet left of Emerald Parkway centerline of construction Station 123 +17.00; Thence southwest along the arc of a non - tangent curve to the right, along the existing west right -of -way line for said Emerald Parkway and along the east line for said Lot I and said 5.640 acre tract, said curve having a radius of 660.00 feet, a central angle of 17 degrees 38 minutes 36 seconds, and an arc length of 203.24 feet to an iron pin to be set at a point of reverse curvature, said iron pin being 40.00 feet left of Emerald Parkway centerline of construction Station 121 +01.45, said curve being subtended by a long chord having a bearing of South 10 degrees 53 minutes 00 seconds West and a length of 202.44 feet; Thence southwest along the arc of a curve to the left, continuing along the existing northwest right -of- way line for said Emerald Parkway and along the southeast line for said Lot 1 and said 5.640 acre tract, said curve having a radius of 1,440.00 feet, a central angle of 02 degrees 48 minutes 16 seconds, and an arc length of 70.48 feet to the TRUE POINT OF BEGINNING for this description, said curve being subtended by a long chord having a bearing of South 18 degrees 18 minutes 10 seconds West and a length of 70.48 feet. The above - described right -of -way parcel contains 0.249 acres located within in Franklin County Auditor's Tax Parcel Number 273- 010922. Iron pins described as "to be set" will be set upon completion of construction activities and if applicable. Iron pins to be set are 5/8 inch by 30 inch long rebar with yellow plastic caps stamped "PS 8438" The bearings described herein are based on the bearing for the centerline of Rings Road (North 71 degrees 17 minutes 25 seconds East) which is referenced to the Ohio State Plane Coordinate System, South Zone and the North American Datum of 1983 (1986 adjustment), as established utilizing a GPS survey originating from Franklin County Monuments "FCGS 2213" and "FCGS 4412 RESET" This description was prepared and reviewed on January 13, 2012 by Brian P Bingham, P.S. No. 8438, is based on a survey of field observations made by Dynotec, Inc. in 2008, meets the requirements of the "Minimum Standards for Boundary Surveys" described in Ohio Revised Code Chapter 4733 -37, and is true and correct to the best of my knowledge. seaeecc American Structurepoint, Inc. 1 B an P Bingham, . Registered Professional Surveyor No. 8438 N O o -st a k- O F � 13439 O Z i o r i Z c/ 2 ate PROD. NO: 0020080254 CH = N 07' 04' 29' W EXHIBIT "B' CH L. = 180.84' ®® PARCEL 77 -WD -7 FRENOr 48 AMERICAN 255 RATE 0 CORPOEXCMANGEDRSTE3W 0.249 ACRES 2O CH = N 36 15' 18' W CCU STRUCTUREPOINT COUIMS US. - -043231 TEL RIGHT -OF -WAY DRAWN BY: AVP 5,4.98,.2235 FAX 8,4.901.2238 INC. — t-h -pdk— ACQUISITION FROM ARC L = 67.86' 6 = 34' 24' 35' BRE/COH OH LLC CrWWD BY: BPB O4 DUBLIN, OHIO ©- a 273 - 007659 t y TRINITY HOLDINGS GROUP, LLC 3 172 ACRES INST NO 201105110061057 Lot 1 Tuttle Crossing North P.B 80, pg 38 0.033 AC R/W CITY OF DUBLIN, OHIO INST 201105110061054 1 l CITY 0 DUBLIN 0.0647 CRES O.R. 34 70 B10 I ` WIDE III-"' II 25 EASEME 38 Q O J Q W W O CH = N 07' 04' 29' W CH L. = 180.84' R = 293.00' ARC L _ = 183.85' 4 = 35° 57' 03' 2O CH = N 36 15' 18' W CH L . = 66.85' R = 113.00' ARC L = 67.86' 6 = 34' 24' 35' O N 23' 09' 32' E, 37.56' O4 - S 87 42' 27' E, 88.58' ©- CH- = S 10' 53' 00' W CH L. = 202 -44' R = 660.00' ARC L _ = 203.24' A = 17' 38' 36' O7 - CH = S 18' 18' 70' W CH L = 70.48 R = 1,440,00' ARC L. = 70-48' A = 02' 48' 16' PROPOSED (RIGHT -OF -WAY P v � ` v O O O �N ry O q s OP N N� �o r; s ti J � P CIO 0 h� Commencing for reference from FCGS 2011, thence to the P.0.8, by the following: N 80° 27' 53' E, 0.21' N 9° 36' 06" W, 99.97' N 24 54' 34" W, 739.21' N 39 57' 09" W, 77.26' N I6° 55' 53" W, 387.62' N 06. 05' 23" E, 445.18' N 11° 29' 42' E, 263.77' N 73° 05' 58' W, 40.00' • = IRON PIN SET O = IRON PIN FOUND I.P. SET ARE Y8' 1.D. IRON PIN 30' LONG WITH CAP INSCRIBED 'ASI PS -8438' iN SCALE: 1` = 40' BASIS OF BEARING: D 20 40 80 ALL BEARINGS SHOWN ARE FOR PROJECT USE ONL Y. BEARINGS SHOWN HEREIN ARE BASED ON GRID NORTH AND ARE REFERENCED TO THE OHIO STATE PLANE COORDINATE SYSTEM, SOUTH ZONE AND THE NORTH AMERICAN DA TUM OF 1983 (1986 ADJUSTMENT), AS ESTABLISHED UTILIZING A GPS SURVEY BETWEEN FRANKLIN COUNTY MONUMENTS 'FCGS AND FCGS 4412 RESET' OF I HEREBY CERTIFY THAT:,��;� THIS DRAWING REPRESENTS THE RESULTS OF AN ACTUAL FIELD SURVEY OF THE P. •• PREMISES PERFORMED BY DYNOTEC, INC. - q o IN DECEMBER 2008. THIS DRAWING IS °o ?` CORRECT TO THE BEST OF MY KNOWLEDGE• X38 AND BELIEF. { Q BRIAN P BINGHAR, P.S NO 8438 " " "' `DATE AMERICAN STRUCTUREPOINT, INC SITUATED IN THE STATE OF OHIO, COUNTY OF FRANKLIN, CITY OF DUBLIN, VIRGINIA MILITARY SURVEY NUMBER 3011, AND BEIN A PA OF L 1 O TUT CROSSING NOR OF RECORD IN PB 80, PG 38 EXHIBIT "A" PARCEL 11E -1 DESCRIPTION OF A PERPETUAL EASEMENT FOR A MULTI -USE PATH, DRAINAGE AND GRADING Situated in the State of Ohio, County of Franklin, City of Dublin, being located in Virginia Military Survey Number 3011, being a part of Lot 1 as it is known and designated on the Tuttle Crossing North plat, of record in Plat Book 80, page 38, and being a part of that 5.640 acre tract, as described in a deed to BRE /COH OH LLC, of record in Instrument Number 201112220167164, all records referenced are on file at the Office of the Recorder, Franklin County, Ohio, and being a parcel of land lying on the left side of the centerline of construction for Emerald Parkway, recorded in Plat Book 114, pages 12 -13, and bounded and described as follows: Commencing for reference at Franklin County Monument 2011, said monument is located on the centerline of construction for Tuttle Crossing Boulevard, said monument being 0.21 feet left of Emerald Parkway centerline of construction Station 100 +00.03; Thence North 80 degrees 27 minutes 53 seconds East, along the centerline of construction for said Tuttle Crossing Boulevard, a distance of 0.21 feet to the intersection with the centerline of construction for Emerald Parkway (dedicated as Britton Parkway in Plat Book 71, page 33), said intersection being at Emerald Parkway centerline of construction Station 100 +00.03; Thence North 09 degrees 36 minutes 06 seconds West, along the centerline of construction for said Emerald Parkway, a distance of 99.97 feet to a point of curvature, said point being located at Emerald Parkway centerline of construction Station 101 +00.00; Thence along the arc of a curve to the left, continuing along the centerline of construction for said Emerald Parkway, said curve having a radius of 1,400.00 feet, a central angle of 30 degrees 36 minutes 56 seconds, and an arc length of 748.08 feet to a point, said point being located at Emerald Parkway centerline of construction Station 108 +48.08, said curve being subtended by a long chord having a bearing of North 24 degrees 54 minutes 34 seconds West and a length of 739.21 feet; Thence North 39 degrees 57 minutes 09 seconds West, continuing along the centerline of construction for said Emerald Parkway, a distance of 77.26 feet to a point of curvature, said point being located at Emerald Parkway centerline of construction station 109 +25.34; Thence along the arc of a curve to the right, continuing along the centerline of construction for said Emerald Parkway, said curve having a radius of 495.59 feet, a central angle of 46 degree 02 minutes 31 seconds, and an arc length of 398.25 feet to a point of tangency, said point being located at Emerald Parkway centerline of construction Station 113 +23.58, said curve being subtended by a long chord having a bearing of North 16 degrees 55 minutes 53 seconds West, and length of 387.62 feet; Thence North 06 degrees 05 minutes 23 seconds East, continuing along the centerline of construction for said Emerald Parkway, (passing the southerly line of said Tuttle Crossing North, and the northerly line of Reserve "A" as it is known and designated on the Tuttle Crossing Northwest plat, of record in Plat Book 71, page 33 at a distance of 363.25 feet) a total distance of 385.43 feet to a point, said point being located at Emerald Parkway centerline of construction Station 117 +09.02; Thence North 83 degrees 54 minutes 37 seconds West, along a line perpendicular from the centerline of said Emerald Parkway, a distance of 40.00 feet to the TRUE POINT OF BEGINNING for this description (reference an iron pin found North 77 degrees 06 minutes 38 seconds West at a distance of 0.48 feet), said point of beginning being the southeast corner of said 5.640 acre tract, being the northeast corner of that 0.206 acre tract as described in a deed to City of Dublin, Ohio, of record in Instrument Number 199705160001422, being on the existing northwest right -of -way line for said Emerald Parkway, and said point of beginning being 40.00 feet left of Emerald Parkway centerline of construction Station 1 ] 7+09.02; EXHIBIT "A" PARCEL 11E -1 Thence South 84 degrees 30 minutes 54 seconds West, across said Lot 1, along the southeast line of said 5.640 acre tract, along the northwest line of said 0.206 acre tract, a distance of 12.25 feet to an iron pin to be set, said iron pin being 52.00 feet left of Emerald Parkway centerline of construction Station 117 +06.56; Thence continuing across said Lot 1, and across said 5.640 acre tract along the following ten (10) described courses: 1. North 06 degrees 05 minutes 23 seconds East, along a line parallel to and 12.00 feet westerly from the existing northwest right -of -way line for said Emerald Parkway, a distance of 62.21 feet to an iron pin to be set at a point of curvature, said iron pin being 52.00 feet left of Emerald Parkway centerline of construction Station 117 +68.76; 2. Northeast along the arc of a curve to the right, parallel to and 12.00 feet westerly from the existing northwest right -of -way line for said Emerald Parkway, said curve having a radius of 1,452.00 feet, a central angle of 10 degrees 48 minutes 39 seconds, and an arc length of 273.97 feet to an iron pin to be set at a point of reverse curvature, said iron pin being 52.00 feet left of Emerald Parkway centerline of construction Station 120 +32.92, said curve being subtended by a long chord having a bearing North 11 degrees 29 minutes 42 seconds East and a length of 273.56 feet; 3. North along the arc of a curve to the left, said curve having a radius of 281.00 feet, a central angle of 24 degrees 10 minutes 21 seconds, and an are length of 118.55 feet to an iron pin to be set, said iron pin being 79.03 feet left of Emerald Parkway centerline of construction Station 121 +49.60, said curve being subtended by a long chord having a bearing North 04 degrees 48 minutes 51 seconds East and a length of 117.67 feet; 4. South 82 degrees 43 minutes 41 seconds West, a distance of 20.00 feet to an iron pin to be set, said iron pin being 97.39 feet left of Emerald Parkway centerline of construction Station 121 +40.51; 5. North 14 degrees 02 minutes 43 seconds West, a distance of 60.00 feet to an iron pin to be set, said iron pin being 125.56 feet left of Emerald Parkway centerline of construction Station 122 +03.56; 6. North 66 degrees 21 minutes 03 seconds East, a distance of 20.00 feet to an iron pin to be set, said iron pin being 109.06 feet left of Emerald Parkway centerline of construction Station 122 +17 15; 7. Northwest along the arc of a non - tangent curve to the left, said curve having a radius of 101.00 feet, a central angle of 23 degrees 25 minutes 42 seconds, and an arc length of 41.30 feet to iron pin to be set, said iron pin being 137.63 feet left of Emerald Parkway centerline of construction Station 122 +52.88, said curve being subtended by a long chord having a bearing North 35 degrees 21 minutes 48 seconds West and a length of 41.01 feet; 8. North 46 degrees 11 minutes 10 seconds East, a distance of 12.02 feet to an iron pin to be set on the proposed southwest right -of -way line for said Emerald Parkway, said iron pin being 130.01 feet left of Emerald Parkway centerline of construction Station 122 +64.37; -2 EXHIBIT "A" PARCEL 11E -1 9. Southeast along the arc of a non - tangent curve to the right, along the proposed southwest right -of -way line for said Emerald Parkway, said curve having a radius of 113.00 feet, a central angle of 27 degrees 40 minutes 50 seconds, and an are length of 54.59 feet to iron pin to be set at a point of compound curvature, said iron pin being 94.35 feet left of Emerald Parkway centerline of construction Station 122 +15.95, said curve being subtended by a long chord having a bearing South 32 degrees 53 minutes 26 seconds East and a length of 54.06 feet; 10. South along the arc of a curve to the right, continuing along the proposed west right -of- way line for said Emerald Parkway, said curve having a radius of 293.00 feet, a central angle of 35 degrees 57 minutes 03 seconds, and an arc length of 183.85 feet to an iron pin to be set at a point of reverse curvature, said iron pin being on the existing northwest right -of -way line for said Emerald Parkway, and being on the southeast line of said Lot 1 and said 5.640 acre tract, said iron pin being 40.00 feet left of Emerald Parkway centerline of construction Station 120 +32.92, said curve being subtended by a long chord having a bearing of South 01 degree 04 minutes 29 seconds East and a length of 180.84 feet Thence southwest along the arc of a curve to the left, along the existing northwest right -of -way line for said Emerald Parkway, along the southeast line of said Lot i and said 5.640 acre tract, said curve having a radius of 1,440.00 feet, a central angle of 10 degrees 48 minutes 39 seconds, and an arc length of 271.71 feet to an iron pin to be set at a point of tangency, said iron pin being 40.00 feet left of Emerald Parkway centerline of construction Station 117+68.76, said curve being subtended by a long chord having a bearing of South 11 degrees 29 minutes 42 seconds West and a length of 271.30 feet; Thence South 06 degrees 05 minutes 23 seconds West, continuing along the existing northwest right -of -way line for said Emerald Parkway, along the southeast line of said Lot 1 and said 5.640 acre tract, a distance of 59.75 feet to the TRUE POINT OF BEGINNING for this description. The above - described easement contains a total area of 0.187 acres located in Franklin County Auditor's Tax Parcel Number 273 - 010922. Iron pins described as "to be set" will be set upon completion of construction activities and if applicable. Iron pins to be set are 5/8 inch by 30 inch long rebar with yellow plastic caps stamped "PS 8438" The bearings described herein are based on the bearing for the centerline of Rings Road (North 71 degrees 17 minutes 25 seconds East) which is referenced to the Ohio State Plane Coordinate System, South Zone and the North American Datum of 1983 (1986 adjustment), as established utilizing a GPS survey originating from Franklin County Monuments "FCGS 2213" and "FCGS 4412 RESET" This description was prepared and reviewed on January 13, 2012 by Brian P Bingham, P.S. No. 8438, is based on a survey of field observations made by Dynotec, Inc. in 2008, and is true and correct to the best of my knowledge. °a American Structurepoint, Inc. `c 0 sR® F °.4 aBri n P BinghamS. ate Registered Professional Surveyor No. 8438 f �a �e Qp C7 . kvl `mot PROJ. NO CO20080254 I EXHIBIT B' O 4 - CH. = N 04' 48'51'E OJ ®p PARCEL 11 -E -1 ME NO: 45 AMERICAN 2550 CORPORATE EXCHANGE DR. MMO �® STRUCTUREPQIIVT COLUMBUS,O"MI 0. 187 ACRES PERPETUAL EASEMENT - N 06° 05' 23' E, 62.21' DRAwN BY: a VP TEL 614.9012295 FAX 674.9012236 INC u trucbu pa t" FOR MULTI -USE PATH, DRAINAGE, GRADING x ChACO gYz BP8 O3 DUBLIN, OHIO 273 - 007659 TRINITY HOLDING GROUP, LLC 3 172 ACRES INST NO 20 c 10 o" Z�N o p� ^ M z m om- i"= C 2 ti PROPOSED EASEMENT j Lu L 1?1 i oI o h oQ) V CO co � Q � 0.033 AC. R/W CITY OF DUBLIN, OH INST 201105110061054 R I I I O 4 - CH. = N 04' 48'51'E OJ - S 84' 30' 54' W, 12.25' PROPOSED R AR L _ = 118.55' 20 - N 06° 05' 23' E, 62.21' RIGHT -OF WAY ARC L. = 41.30' x A = 23* 25' 42' O3 CH. = N 1/* 29' 42' E A = 35° 57' 03' 12 CH L. = 273.56' CH L - = 271.30' R = 1,452.00' ' ARC L- = 271.71' ARC L . = 273.97' 13 - S 06 05' 23' W, 59 75' A = 10' 48' 39' /1 Q Q - S 82 43' 41' W, 20.00' J xj 17 O 4 - CH. = N 04' 48'51'E O7 L 281.00' 67' O8 R AR L _ = 118.55' = 24* 10'21' P 6 .5 'A OS - S 82 43' 41' W, 20.00' ©- N 14 ° 02' 43' E, 60.00' O7 - N 66° 21' 03' E, 20.00' O8 - CH- = N 35° 21' 48' W CH L, = 41.01' 11 R = 101.00' ARC L. = 41.30' A = 23* 25' 42' ®- N 46 11' 10' E, 12.02' Commencing for reference from FCGS 2011, thence to the P.O.B. by the following: N 80° 27' 53" E, 0.21' N 09° 36' 06' W, 99.97' N 24° 54' 34• W, 739.21' N 39° 57' 09' W, 77.26' N 16° 55' 53" W, 387.62' N 06° 05' 23" E, 385.43' N 83° 54' 37" W, 40.00' 10 CH = S 32 53' 26' E CH L_ = 54.06' R = 113.00' ARC L. = 54.59' A = 27° 40' 50' 11 - CH = 5 01° 04' 29' E CH L. = 180.84' R = 293.00' ARC L . = 183.85' A = 35° 57' 03' 12 CH = S 11' 29' 42' W CH L - = 271.30' R = 1,440.00' ARC L- = 271.71' A = 10' 48' 39' 13 - S 06 05' 23' W, 59 75' • = IRON PIN SET O = IRON PIN FOUND I.P. SET ARE %" I.D. IRON PIN 30' L ONG WITH CAP INSCRIBED 'ASI PS- 8438" SCALE: 1' = 60' BASIS OF BEARING: 0 30 60 120 ALL BEARINGS SHOWN ARE FOR PROJECT USE ONLY. BEARINGS SHOWN HEREIN ARE BASED ON GRID NORTH AND ARE REFERENCED TO THE OHIO STATE PLANE N COORDINATE SYSTEM, SOUTH ZONE AND THE NORTH AMERICAN DA TUM OF 1983 (1986 ADJUSTMENT), AS ESTABLISHED UTILIZING A GPS SURVEY BETWEEN FRANKLIN COUNTY MONUMENTS 'FCGS 2213' AN 'FCGS 4412 RESET' ® 1i010 OF I HEREBY CERTIFY THAT: ,`� ® / ® THIS DRAWING REPRESENTS THE RESUL TS OF AN ACTUAL FIELD BR" p, ` a SURVEY OF THE PREMISES PERFORMED BY DYNOTEC, INC. IN DECEMBER 2008. THIS DRAWING Z11'. IS CORRECT TO THE BEST OF MY 0 '- 4 g Q KNOWLEDGE AND BELIEF B RIAN P. BINGHAM, P.S NO 8438 DATE AMERICAN STRUCTUREPOINT, INC 25' WID EAS P B 8C x I O.B. SI TUA TED IN THE 5 TA TE OF OHIO, COUNTY OF FRANKLIN, CITY CITY OF DUBLIN OF DUBLIN, VIRGINIA MILITARY SURVEY NUMBER 3011, AND 0.206 ACRES BEING A PART OF LOT I OF TUTTLE CROSSING NORTH, OF 19970 INST. 5116060 001422 RECORD IN P8 80, PG 38 EXHIBIT °`A" PARCEL 11T -1 DESCRIPTION OF A TEMPORARY EASEMENT FOR CONSTRUCTION AND GRADING Situated in the State of Ohio, County of Franklin, City of Dublin, being located in Virginia Military Survey Number 3011, being a part of Lot 1 as it is known and designated on the Tuttle Crossing North plat, of record in Plat Book 80, page 38, and being a part of that 5.640 acre tract, as described in a deed to BRE /COH OH LLC, of record in Instrument Number 201112220167164, all records referenced are on file at the Office of the Recorder, Franklin County, Ohio, and being a parcel of land lying on the left side of the centerline of construction for Emerald Parkway, recorded in Plat Book 114, pages 12 -13, and bounded and described as follows: Commencing for reference at Franklin County Monument 2011, said monument is located on the centerline of construction for Tuttle Crossing Boulevard, said monument being 0.21 feet left of Emerald Parkway centerline of construction Station 100 +00.03; Thence North 80 degrees 27 minutes 53 seconds East, along the centerline of construction for said Tuttle Crossing Boulevard, a distance of 0.21 feet to the intersection with the centerline of construction for Emerald Parkway (dedicated as Britton Parkway in Plat Book 71, page 33), said intersection being at Emerald Parkway centerline of construction Station 100+00.03; Thence North 9 degrees 36 minutes 06 seconds West, along the centerline of construction for said Emerald Parkway, a distance of 99.97 feet to a point of curvature, said point being located at Emerald Parkway centerline of construction Station 101+00.00; Thence along the arc of a curve to the left, continuing along the centerline of construction for said Emerald Parkway, said curve having a radius of 1,400.00 feet, a central angle of 30 degrees 36 minutes 56 seconds, and an arc length of 748.08 feet to a point, said point being located at Emerald Parkway centerline of construction Station 108 +48.08, said curve being subtended by a long chord having a bearing of North 24 degrees 54 minutes 34 seconds West and a length of 739.21 feet; Thence North 39 degrees 57 minutes 09 seconds West, continuing along the centerline of construction for said Emerald Parkway, a distance of 77.26 feet to a point of curvature, said point being located at Emerald Parkway centerline of construction station 109 +25.34: Thence along the arc of a curve to the right, continuing along the centerline of construction for said Emerald Parkway, said curve having a radius of 495.59 feet, a central angle of 46 degree 02 minutes 31 seconds, and an arc length of 398.25 feet to a point of tangency, said point being located at Emerald Parkway centerline of construction Station 113 +23.58, said curve being subtended by a long chord having a bearing of North 16 degrees 55 minutes 53 seconds West, and length of 387.62 feet; Thence North 6 degrees 05 minutes 23 seconds East, continuing along the centerline of construction for said Emerald Parkway, (passing the southerly line of said Tuttle Crossing North, and the northerly line of Reserve "A" as it is known and designated on the Tuttle Crossing Northwest plat, of record in Plat Book 71, page 33 at a distance of 363.25 feet) a total distance of 385.43 feet to a point, said point being located at Emerald Parkway centerline of construction Station 117+09.02; Thence North 83 degrees 54 minutes 37 seconds West, along a line perpendicular from the centerline of said Emerald Parkway, a distance of 40.00 feet to the southeast corner of said 5.640 acre tract (reference an iron pin found North 77 degrees 06 minutes 38 seconds West at a distance of 0.48 feet), said corner being the northeast comer of that 0.206 acre tract as described in a deed to City of Dublin, Ohio, of record in Instrument Number 199705160001422, and said comer being 40.00 feet left of Emerald Parkway centerline of construction Station 117+09.02; Thence South 84 degrees 30 minutes 54 seconds West, across said Lot 1, along the southerly line of said 5.640 acre tract, along the northerly line of said 0.206 acre tract, a distance of 12.25 feet to the TRUE POINT OF BEGINNING for this description, said point of beginning being 52.00 feet left of Emerald Parkway centerline of construction Station 117+06.56; Thence South 84 degrees 30 minutes 54 seconds West, continuing across said Lot 1, continuing along the southerly line of said 5.640 acre tract and along the northerly line of said 0.206 acre tract, a distance of 9.69 feet to a point, said point being 61.50 feet left of Emerald Parkway centerline of construction Station 117 +04.61; EXHIBPf "A" PARCEL 11T -1 Thence continuing across said Lot I and across said 5.640 acre tract along the following five (5) described courses: I North 02 degrees 57 minutes 52 seconds East, a distance of 64.25 feet to a point, said point being 65.00 feet left of Emerald Parkway centerline of construction Station 117 +68.76; 2. Northeast along the are of a non - tangent curve to the right, parallel to and 25.00 feet westerly from the existing northwest right -of -way line for said Emerald Parkway, said curve having a radius of 1,465.00 feet, a central angle of 11 degrees 06 minutes 42 seconds, and an are length of 284.12 feet to a point, said point being 65.00 feet left of Emerald Parkway centerline of construction Station 120 +40.28, said curve being subtended by a long chord having a bearing of North 11 degrees 38 minutes 44 seconds East and a length of 283.67 feet; 3. North 05 degrees 47 minutes 00 seconds West, a distance of 210.92 feet to a point, said point being 139.92 feet left of Emerald Parkway centerline of construction Station 122 +60.80; 4. North 45 degrees 50 minutes 15 seconds West, a distance of 44.37 feet to a point, said point being 174.43 feet left of Emerald Parkway centerline of construction Station 122 +96.79; 5. North 29 degrees 10 minutes 34 seconds East, a distance of 17.62 feet to a point on a north line of said 5.640 acre tract, being on a south line of that 3.172 acre tract described in a deed to Trinity Holdings Group, LOLC, of record in Instrument Number 201105110061057, said point being 166.61 feet left of Emerald Parkway centerline of construction Station 123 +17.67; Thence South 87 degrees 42 minutes 27 seconds East, continuing across said Lot 1, along a north line of said 5.640 acre tract, along a south line of said 3 172 acre tract, a distance of 38.03 feet to a point on the proposed west right -of -way line for said Emerald Parkway, being a southeast corner of said 3.172 acre tract, being the southwest corner of that 0.033 acre right -of -way parcel described in a deed to City of Dublin, Ohio, of record in Instrument Number 201105110061054, said point being 128.58 feet left of Emerald Parkway centerline of construction Station 123 +17.44; Thence continuing across said Lot 1, and across said 5.640 acre tract along the following ten (10) described courses: 1 South 23 degrees 09 minutes 32 seconds West, along the proposed west right -of -way line for said Emerald Parkway, a distance of 37.56 feet to a point, said point being 141.02 feet left of Emerald Parkway centerline of construction Station 122 +73.55; 2. Southeast along the arc of a non - tangent curve to the right, continuing along the proposed west right -of -way line for said Emerald Parkway, said curve having a radius of 113.00 feet, a central angle of 06 degrees 43 minutes 45 seconds, and an are length of 13.27 feet to a point, said point being 130.01 feet left of Emerald Parkway centerline of construction Station 122+64.37, said curve being subtended by a long chord having a bearing of South 50 degrees 05 minutes 43 seconds East and a length of 13.26 feet; 3. South 46 degrees 11 minutes 10 seconds West, a distance of 12.02 feet to a point, said point being 137.63 feet left of Emerald Parkway centerline of construction Station 122 +52.88; 4. Southeast along the are of a non - tangent curve to the right, said curve having a radius of 101.00 feet, a central angle of 23 degrees 25 minutes 42 seconds, and an arc length of 41.30 feet to a point, said point being 109.06 feet left of Emerald Parkway centerline of construction Station 122 +17 15, said curve being subtended by a long chord having a bearing of South 35 degrees 21 minutes 48 seconds East and a length of 41.01 feet; S. South 66 degrees 21 minutes 03 seconds West, a distance of 20.00 feet to a point, said point being 125.56 feet left of Emerald Parkway centerline of construction Station 122 +03 56; 6. South 14 degrees 02 minutes 43 seconds East, a distance of 60.00 feet to a point, said point being 97.39 feet left of Emerald Parkway centerline of construction Station 121 +40.51; 7 North 82 degrees 43 minutes 41 seconds East, a distance of 20.00 feet to a point, said point being 79.03 feet left of Emerald Parkway centerline of construction Station 121 +49.60; -2- EXHIBIT "A" PARCEL 11T -1 8. South along the are of a non - tangent curve to the right, said curve having a radius of 281.00 feet, a central angle of 24 degrees 10 minutes 21 seconds, and an arc length of 118.55 feet to a point of reverse curvature, said point being 52.00 feet left of Emerald Parkway centerline of construction Station 120+32.92, said curve being subtended by a long chord having a bearing of South 04 degrees 48 minutes 51 seconds West and a length of 117.67 feet; 9. Southwest along the arc of a curve to the left, parallel to and 12.00 feet westerly from the existing northwest right -of -way line for said Emerald Parkway, said curve having a radius of 1,452.00 feet, a central angle of 10 degrees 48 minutes 39 seconds, and an arc length of 273.97 feet to a point of tangency, said point being 52.00 feet left of Emerald Parkway centerline of construction Station 117+68.76, said curve being subtended by a long chord having a bearing of South 11 degrees 29 minutes 42 seconds West and a length of 273.56 feet; 10. South 06 degrees 05 minutes 23 seconds West, along a line parallel to and 12.00 feet westerly from the existing northwest right -of -way line for said Emerald Parkway, a distance of 62.21 feet to the TRUE POINT OF BEGINNING for this description. The above - described tract contains 0.211 acres located in Franklin County Auditor's Tax Parcel Number 273 - 010922. The bearings described herein are based on the bearing for the centerline of Rings Road (North 71 degrees 17 minutes 25 seconds East) which is referenced to the Ohio State Plane Coordinate System, South Zone and the North American Datum of 1983 (1986 adjustment), as established utilizing a GPS survey originating from Franklin County Monuments "FCGS 2213" and "FCGS 4412 RESET" This description was prepared and reviewed on January 13, 2012 by Brian P Bingham, P.S. No. 8438 from a survey of field observations made by Dynotec, Inc. in 2008 and is true and correct to the best of my knowledge. American 5tructurepoint Inc. ,® a ft ate e l3R A14 'Brian P. Binghiri, .S. BINGHAM Registered Professional Surveyor No. 8438 a 8438 0.. " ® Z 9 /aX '2o ate 3- PROD. NO CO2000254 FILE NO: 46 DRAWN BY: AVP MD BY: BPB \ \i 273 - 007659 r" TRINITY HOLDINGS GROUP. LLC 3 172 ACRES INST NO 201105110061057 f EA SEMEN 6 PROPOSED TEMPORARY ENT ti U � J CV— V)O u1 m = c 0 v °a" 0Q N j m • V) z 1 z� m o> 0 lsct) �m a' � Z n! CO v O0- O Pa O� Tor n! N O1 c�oZ6' AMERICAN 2550 CORPORATE EXCHANGE DR. STE 300 ®® STRUCTUREPOINT TEL614.901225 FAX614.9072236 - INC. www.strudurap°G,LC°m r� EXHIBIT 'B' PARCEL 11 -T -1 0.211 ACRES TEMPORARY EASEMENT FOR CONSTRUCTION AND GRADING DUBLIN, OHIO OI - S 84- 30' 54" W, 9.69' O2 - N 02° 57' 52' E, 64.25' O3 - CH = N 17' 38' 44' E CH L . = 283.67' R = 1,465.00' ARC L, = 284.12' A = 11 ° 06' 42' O4 - N 05° 47' 00' W, 210.92' O - N 45° 50' 15' W, 44.37' ©- N 29° 10' 34' E, 17.62' O - S 87° 42'27 E, 38.03' O - S 23° 09' 32' W, 37.56' O9 - CH = S 50 ° 05' 43' E CH L . = 13.26' R = 113.00' ARC L. = 13.27' A = 06° 43' 45' 10 - S 46- 71' 10' W, 12 02' 0 C = S 35° 21' 48'E CH L _ = 41.01' R = 101.00' ARC L. = 47.30' 6 = 23' 25' 42' 12 - S 66° 21' 03' W, 20.00' i3 - S 14° 02' 43' E, 60.00' 19 - N 82° 43' 41 "E, 20.00' 15 - CH = S 04' 48' 51' W CH L- = 117.67' R = 287.00' ARC L. = 118.55' A = 24' 10' 27' 16 - CH = S 1/* 29' 42' W CH L. = 273.56' R = 7,452.00' ARC L. = 273.97' 0 = 10* 48' 39' 17 - S 05 ° 05' 23" W, 62.21' 0.033 AC. R/W C TY OF DUBLIN, OHIO I ST 201105110061054 X RIGHT -qF -WAY w L 25' Wtf E UTtt I l J Q 1 I Q O Iq Nr ( PROPOSED MUL TI -USE PATH, UTILITY & DRAINAGE EASEMENT N 16 SCALE: 1'= 60' I 0 30 60 120 BASIS OF BEARING. P.O.B. ALL BEARINGS SHOWN ARE FOR PROJECT USE ONL Y. BEARINGS SHOWN HEREIN ARE BASED ON GRID NORTH AND ARE REFERENCED TO THE OHIO STATE PLANE COORDINATE SYSTEM, SOUTH ZONE AND THE NORTH AMERICAN DATUM OF 1983 (1986 ADJUSTMENT), AS ESTABLISHED UTILIZING A CPS SURVEY BETWEEN FRANKLIN COUNTY MONUMENTS FCGS 2213" AND FCGS 4412 &6ftTt_ e $ I HEREBY CERTIFY THA T. �°�,. THIS DRAWING REPRESENTS THE RESULTS n� OF AN ACTUAL FIELD SURVEY OF THE PREMISES BRUM4 P. •• Z PERFORMED BY DYNOTEC, INC IN DECEMBER 2008. EURIC HAM THIS DRAWING IS CORRECT TO THE BEST OF MY v S!' 8438 0 KNOWLEDGE AND BELIEF % O:, g+ ¢ gy p r V BRIAN P. BINGHI P.S. NO. 8438 AMERICAN STRUCTUREPOINT, INC DA TE SITUATED IN THE STATE OF OHIO, COUNTY OF FRANKLIN, CITY OF DUBLIN, VIRGINIA MILITARY SURVEY NUMBER 3011, AND BEING A PART OF LOT 1 OF TUTTLE CROSSING NORTH, OF RECORD IN PB 80, PG 38