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Ordinance 20-11RECORD OF ORDINANCES Ordinance No. Inc. 20 -11 Form No. Passed 20 1 AN ORDINANCE AUTHORIZING THE CITY MANAGER TO EXECUTE NECESSARY CONVEYANCE DOCUMENTATION TO ACCEPT THE DEDICATION OF A 0.033 ACRES, MORE OR LESS, FEE SIMPLE INTEREST, A 0.076 ACRES, MORE OR LESS, PERPETUAL MULTI -USE EASEMENT, AND A 0.241 ACRES, MORE OR LESS, TEMPORARY CONSTRUCTION EASEMENT FROM DUKE REALTY OHIO, AND DECLARING AN EMERGENCY. WHEREAS, the City of Dublin (the "City') is preparing to construct a roadway widening project on Emerald Parkway within the City; and WHEREAS, said roadway project requires that the City obtain certain property interests in Franklin County parcel no. 273 - 007659, owned by Duke Realty Ohio; and WHEREAS, Duke Realty Ohio is willing to dedicate the property interests in Franklin County Parcel No. 273 - 007659 to the City, and the City is willing to accept said dedication. NOW, THEREFORE, BE IT ORDAINED by the Council of the City of Dublin, State of Ohio, 4__ of the elected members concurring that: Section 1. The City hereby authorizes the City Manager to execute all documentation necessary to accept the dedication of an approximate 0.033 acres fee simple interest, an approximate 0.076 acres perpetual multi -use easement, and an approximate 0.241 acres temporary construction and grading easement within Franklin County Parcel No. 273- 007659, as set forth in the legal descriptions attached, from Duke Realty Ohio. Section 2. This ordinance is hereby declared to be an emergency necessary for the immediate preservation of the public health, safety and welfare. The acquisition of the property interests described herein is necessary to improve traffic circulation and concurrently address safety concerns for the citizens of Dublin. As such, this ordinance shall go into immediate effect upon passage. Passed this . p�- f� day of 1 2011. Mayor - Pr &ing O fficer ErWC M16 Clerk of Council CITY OF DUBLIN_ Office of the City Manager 5200 Emerald Parkway • Dublin, OH 43017 -1090 Phone: 614 -410 -4400 • Fax: 614 - 410 -4490 To: Members of Dublin City Council From: Marsha Gri gsby, City Manager for M� Date: April 21, 2011 •. Initiated By: Paul A. Hammersmith, PE, Director of Engineering /City Engineer Stephen J. Smith, Law Director Asim Z. Haque, Law Department Re: Ordinance 20 -11 —Accepting Land Dedication— Duke Realty Emerald Widening Construction Project (Dublin Portion) Background The City of Dublin ('Dublin ") is preparing to construct roadway widening improvements to that portion of Emerald Parkway located within Dublin between Rings Road and Tuttle Crossing Boulevard. The City of Columbus is concurrently attempting to secure property interests necessary to construct roadway widening improvements to the portion of Emerald Parkway located within Columbus. Dublin must obtain certain property interests on a few different parcels from Duke Realty Ohio ('Duke ") in order to construct its portion of the roadway widening improvements. Dublin representatives have been in amicable discussions with Duke about this project for some time now. Duke will be selling one of its parcels on Emerald Parkway (Franklin County Parcel No. 273 - 007659) in the very near future. As Dublin requires property interests on this parcel in order to construct its roadway improvements, Duke has agreed to dedicate these property interests to Dublin prior to Duke's sale of the parcel. Summary Duke is dedicating to Dublin the following property interests located within Franklin County Parcel No. 273 - 007659, as visually depicted in the attached map: PROPERTY INTEREST ACQUIRING ACRES 1. Fee Simple Interest (Right of Way) 0.033 2. Perpetual Multi -Use Path, Drainage and Grading Easement 0.076 3. Temporary Construction and Grading Easement 0.241 Ordinance 20 -11 would authorize the City Manager to execute all necessary conveyance documentation to formally accept the dedication of the aforementioned property interests. Memo re. Ordinance 20 -11 — Land Dedication — Duke Realty April 21, 2011 Page 2 Recommendation Staff recommends Council dispense with the public hearing and approve Ordinance 20 -11 by emergency on April 25, 2011 to secure the necessary property interests prior to sale of the parcels to another party. CITY OF DUBLIN 09- 005 -CIP PREPARED BY THE CITY OF DUBLIN EMERALD PARKWAY IMPROVEMENTS DIVISION OF ENGINEERING 6397 EMERALD PARKWAY PARCEL NO. 11 5800 Shier Rings Road • Dublin. Ohio 49016 -1296 PID 273 - 007659 Phone (614)410 -4600 • Fax (614)410 -4699 6397 EMERALD 11 PARKWAY T -2 1 1 -- Z - - --� E -2 I a LEGEND PROPOS ME 6377 EMERALD PARKWAY RIGHT -OF -WAY PERMANENT EASEMENT TEMPORARY EASEMENT 11 • • 'r ' COLUMBUS DRAWN CHECKED MSS KBR DATE: JOB NO. 04/20/11 09 -005 � Q Q SCALE: 1" = 150' 150' 75' 0 150' �" .• ¢. �. ' I . • easm, SCALE: 1" = 150' 150' 75' 0 150' EXHIBIT "A" PARCEL 11WD -2 RIGHT -OF -WAY ACQUISITION FROM DUKE REALTY OHIO 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 3.205 acre tract, as described in a deed to Duke Realty Ohio, of record in Instrument Number 200302260056923, 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 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 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 arc length of 332.69 feet to a point of reverse curvature, said point being at 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 331.90 feet; Thence northeast 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 17 degrees 38 minutes 36 seconds, and an arc length of 215.55 feet to a point, said point being at Emerald Parkway centerline of construction Station 123 +17.00, said curve being subtended by a long chord having a bearing of North 10 degrees 53 minutes 00 seconds East and a length of 214.70 feet; Thence North 87 degrees 56 minutes 18 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 west right - of -way line for said Emerald Parkway, being on the east line of said Lot 1, being the southeast corner of said 3.205 acre tract, being the northeast corner of that 5.640 acre tract described in a deed to Duke Realty Ohio, of record in Instrument Number 200302260056923, and said point of beginning being 40.00 feet left of Emerald Parkway centerline of construction Station 123 +17.00; - 1 - EXHIBIT "A" PARCEL 11WD -2 Thence across said Lot 1 along the following four (4) described courses: 1. North 87 degrees 42 minutes 27 seconds West, along a south line of said 3.205 acre tract, along a north line of said 5.640 acre tract, a distance of 88.58 feet to an iron pin to be set, said iron pin set being 128.58 feet left of Emerald Parkway centerline of construction Station 123 +17.44; 2. North 23 degrees 09 minutes 32 seconds East, across said 3.205 acre tract, a distance of 6.64 feet to an iron pin to be set at a point, said iron pin being 126.15 feet left of Emerald Parkway centerline of construction Station 123 +25.00; 3. Northeast along the arc of a non - tangent curve to the left, continuing across said 3.205 acre tract, said curve having a radius of 68.00 feet, a central angle of 88 degrees 55 minutes 38 seconds, and an arc length of 105.54 feet to an iron pin to be set on the existing west right -of -way line for said Emerald Parkway, being on the east line of said 3.205 acre tract, being on the west line of that 0.0647 acre tract described in a deed to City of Dublin, of record in Official Record Volume 34670, page B10, said iron pin being 42.43 feet left of Emerald Parkway centerline of construction Station 123 +76.81, said curve being subtended by a long chord having a bearing of North 60 degrees 43 minutes 01 second East and a length of 95.26 feet; 4. South along the arc of a non - tangent curve to the right, along the existing west right -of -way line for said Emerald Parkway, along the east line of said 3.205 acre tract and the west line of said 0.0647 acre tract, said curve having a radius of 663.00 feet, a central angle of 03 degrees 54 minutes 22 seconds, and an arc length of 45.20 feet to an iron pin to be set at a point on the east line of said Lot 1, being the south corner of said 0.0647 acre tract, said iron pin being 40.00 feet left of Emerald Parkway centerline of construction Station 123 +28.85, said curve being subtended by a long chord having a bearing of South 03 degrees 57 minutes 08 seconds East and a length of 45.19 feet; Thence Southwest along the arc of a non - tangent curve to the right, continuing along the existing west right -of -way line for said Emerald Parkway and along the east line for said Lot 1 and said 3.205 acre tract, said curve having a radius of 660.00 feet, a central angle of 00 degrees 58 minutes 10 seconds, and an arc length of 11.17 feet to the TRUE POINT OF BEGINNING for this description, said curve being subtended by a long chord having a bearing of South 01 degree 34 minutes 37 seconds West and a length of 11.17 feet. The above - described right -of -way parcel contains 0.033 acres located within Franklin County Auditor's Tax Parcel Number 273 - 007659. 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 April 14, 2011 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. American Structurepoint, Inc. �.�� Q OF o BRIAN P. v rian P. mgham, .S. Date Registered Professional Surveyor No. 8438 y , q ,° � t 0 . 0 - 5-1 I 0,A o I . Z�? 1t1SCI ION VE"I ll+all ! l)t,.1n1' [;ter,..... G € .i,., �. 7 D I [ ,�1„ PROJ. NO: CO20080254 FILE NO: 46 DRAWN BY: AVP CAN'D BY: BPB RIC... _. _... �O� M CIV (0 0) O� o _j�`O j N M JAN O s J Q k , 4, k.— /CO \ c) s o . � �a AMERICAN 2550 CORPORATE EXCHANGE DR, STE 300 ■ STRUCTUREPOINT TEL 614.901.223 FAX 614 901.2236 INC. www.structurepoint.com EXHIBIT AB' PARCEL 11 -WD -2 0.033 ACRES RIGHT -OF -WA Y ACQUISITION FROM DUKE REAL T OHIO DUBLIN, OHIO I BRIAN P. BINGHAM, 1 NO. 8438 AMERICAN STRUCTUREPOINT, INC. Commencing for reference from FCGS 2011, thence to the P.O.B. 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 10° 53' 00" E, 214.70' N 87° 56' 18" W, 40.00' • =IRON PIN SET O = IRON PIN FOUND I.P. SET ARE %` I.D. IRON PIN 30 1 'LONG WITH CAP INSCRIBED "ASI PS -8438 SCALE: 1" = 40' BASIS OF BEARING: 0 20 40 80 f 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 GPS SURVEY BETWEEN FRANKLIN COUNTY MONUMENTS "FCGS 4713" AND "FCGS 4412 RESET". ® O ° fie ® ® �� ® I HEREB Y CER TIFY THA Tr �P • ° " ° " ° ° '�`/ �� THIS DRAWING REPRESENTS THE RESUL TS OF AN ACTUAL FIELD SURVEY OF THE = BRIAN P.. PREMISES PERFORMED BY D YNO TEC, INC.= B I NN t- HAM o IN DECEMBER 2008. THIS DRAWING IS 84 ,18 ° ir CORRECT TO THE BEST OF MY KNOWLEDGE O « , ° a' AND BELIEF. W,y <4 a NAIL DA TE SI TUA TED IN THE S TA TE OF OHIO, COUNT Y OF FRANKL IN, CI T Y OF DUBL IN, VIRGINIA MIL I TAR Y SUR VE Y NUMBER 3011, AND BEING A PART OF LOT 1 OF TUTTLE CROSSING NORTH, OF RECORD IN PB 80, PG 38. I O- N 87 42' 27 W, 88.58' CITY 0 DUBLIN 273 007659 DUKE REALTY OHIO 0.0647 CRES O.R. 34 70 B10 O - N 23 09' 32" E, 6.64' 3.205 ACRES INST. CH. = N 60° 43' DI" E N0. 200302260056923 25, WOE 1 CH L. = 95.26' EASE 3a P e. ao Pc. R = 68.00' ARC L. = 105.54' 0 = 88° 55' 38" O4 - CH. = S 03° 57' 08" E Lot 1 CH L. = 45.19' Tuttle Crossing North R = 663.00' P.B. 80, pg. 38 4 ARC L. = 45.20' A = 03 ° 54' 22" 3 O - CH. = S 01* 34' 37" W 2 CH L . = 11.17' R = 660.00' _ 5 ARC L.= 11.17' n A = 08' 58' 10" RIC... _. _... �O� M CIV (0 0) O� o _j�`O j N M JAN O s J Q k , 4, k.— /CO \ c) s o . � �a AMERICAN 2550 CORPORATE EXCHANGE DR, STE 300 ■ STRUCTUREPOINT TEL 614.901.223 FAX 614 901.2236 INC. www.structurepoint.com EXHIBIT AB' PARCEL 11 -WD -2 0.033 ACRES RIGHT -OF -WA Y ACQUISITION FROM DUKE REAL T OHIO DUBLIN, OHIO I BRIAN P. BINGHAM, 1 NO. 8438 AMERICAN STRUCTUREPOINT, INC. Commencing for reference from FCGS 2011, thence to the P.O.B. 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 10° 53' 00" E, 214.70' N 87° 56' 18" W, 40.00' • =IRON PIN SET O = IRON PIN FOUND I.P. SET ARE %` I.D. IRON PIN 30 1 'LONG WITH CAP INSCRIBED "ASI PS -8438 SCALE: 1" = 40' BASIS OF BEARING: 0 20 40 80 f 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 GPS SURVEY BETWEEN FRANKLIN COUNTY MONUMENTS "FCGS 4713" AND "FCGS 4412 RESET". ® O ° fie ® ® �� ® I HEREB Y CER TIFY THA Tr �P • ° " ° " ° ° '�`/ �� THIS DRAWING REPRESENTS THE RESUL TS OF AN ACTUAL FIELD SURVEY OF THE = BRIAN P.. PREMISES PERFORMED BY D YNO TEC, INC.= B I NN t- HAM o IN DECEMBER 2008. THIS DRAWING IS 84 ,18 ° ir CORRECT TO THE BEST OF MY KNOWLEDGE O « , ° a' AND BELIEF. W,y <4 a NAIL DA TE SI TUA TED IN THE S TA TE OF OHIO, COUNT Y OF FRANKL IN, CI T Y OF DUBL IN, VIRGINIA MIL I TAR Y SUR VE Y NUMBER 3011, AND BEING A PART OF LOT 1 OF TUTTLE CROSSING NORTH, OF RECORD IN PB 80, PG 38. EXHIBIT "A" PARCEL 11E -2 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 3.205 acre tract, as described in a deed to Duke Realty Ohio, of record in Instrument Number 200302260056923, 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 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 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 arc length of 332.69 feet to a point of reverse curvature, said point being at 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 331.90 feet; - 1 - EXHIBIT "A" PARCEL 11E -2 Thence northeast 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 22 degrees 32 minutes 18 seconds, and an arc length of 275.36 feet to a point, said point being at Emerald Parkway centerline of construction Station 123 +76.81, said curve being subtended by a long chord having a bearing of North 08 degrees 26 minutes 09 seconds East and a length of 273.59 feet; Thence South 87 degrees 10 minutes 00 seconds West, along a radial line from the centerline of construction for said Emerald Parkway, (passing the east line of said Lot 1, being the east line of that 0.0647 acre tract described in a deed to City of Dublin, of record in Official Record Volume 34670, page B 10, at a distance of 40.00 feet), a total distance of 42.43 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 west right -of -way line for said Emerald Parkway, being on the east line of said 3.205 acre tract, being on the west line of said 0.0647 acre tract, being on the proposed northwest right -of -way line for said Emerald Parkway, and said point of beginning being 42.43 feet left of Emerald Parkway centerline of construction Station 123 +76.81; Thence across said Lot 1 and said 3.205 acre tract along the following eight (8) described courses: 1. Southwest along the arc of a non - tangent curve to the right, along the proposed northwest right -of -way line for said Emerald Parkway, said curve having a radius of 68.00 feet, a central angle of 78 degrees 48 minutes 35 seconds, and an arc length of 93.53 feet to an iron pin to be set, said iron pin being 114.29 feet left of Emerald Parkway centerline of construction Station 123 +22.83, said curve being subtended by a long chord having a bearing of South 55 degrees 39 minutes 29 seconds West and a. length of 86.33 feet; 2. North 05 degrees 03 minutes 47 seconds East, a distance of 40.00 feet to an iron pin to be set, said iron pin being 110.51 feet left of Emerald Parkway centerline of construction Station 123 +70.28; 3. North 68 degrees 02 minutes 44 seconds East, a distance of 30.00 feet to an iron pin to be set, said iron pin being 82.18 feet left of Emerald Parkway centerline of construction Station 123 +81.71; 4. South 64 degrees 04 minutes 22 seconds East, a distance of 25.00 feet to an iron pin to be set, said iron pin being 60.23 feet left of Emerald parkway centerline of construction Station 123 +68.38; 5. Northeast along the arc of a non - tangent curve to the left, said curve having a radius of 85.00 feet, a central angle of 38 degrees 12 minutes 17 seconds, and an arc length of 56.68 feet to an iron pin to be set at a point of tangency, said iron pin being 49.24 feet left of Emerald Parkway centerline of construction Station 124 +27.56, said curve being subtended by a long chord having a bearing of North 06 degrees 49 minutes 29 seconds East and a length of 55.63 feet; 6. North 12 degrees 16 minutes 39 seconds West, a distance of 60.00 feet to an iron pin to be set at a point of curvature, said iron pin being 52.01 feet left of Emerald Parkway centerline of construction Station 124 +92.19; 7. Northwest along the arc of a curve to the left, said curve having a radius of 648.00 feet, a central angle of 10 degrees 58 minutes 37 seconds, and an arc length of 124.15 feet to an iron pin to be set at a point of tangency, said iron pin being 52.01 feet left of Emerald Parkway centerline of construction Station 126 +26.30, said curve being subtended by a long chord having a bearing of North 17 degrees 45 minutes 57 seconds West and a length of 123.96 feet; -2- EXHIBIT "A" PARCEL 11E -2 8. North 23 degrees 15 minutes 16 seconds West, a distance of 50.95 feet to an iron pin to be set on the existing southwest right -of -way line for said Emerald Parkway, being on the northwest line of said 3.205 acre tract being on the southwest line of said 0.0647 acre tract, and said iron pin being 50.01 feet left of Emerald Parkway centerline of construction Station 126 +81.23; Southeast along the arc of a non - tangent curve to the right, continuing across said Lot 1, along the existing southwest right -of -way line for said Emerald Parkway, along the northeast line for said 3.205 acre tract and the southwest line for said 0.0647 acre tract, said curve having a radius of 650.00 feet, a central angle of 12 degrees 16 minutes 07 seconds, and an arc length of 139.18 feet to an iron pin to be set at a point, said iron pin being 50.01 feet left of Emerald Parkway centerline of construction Station 125 +31.34, said curve being subtended by a long chord having a bearing of South 21 degrees 36 minutes 57 seconds East and a length of 138.92 feet; Southeast along the arc of a non - tangent curve to the right, continuing across said Lot 1, continuing along the existing southwest right -of -way line for said Emerald Parkway, continuing along the northeast line for said 3.205 acre tract and the southwest line for said 0.0647 acre tract, said curve having a radius of 663.00 feet, a central angle of 12 degrees 29 minutes 21 seconds, and an arc length of 144.52 feet to the TRUE POINT OF BEGINNING for this description, said curve being subtended by a long chord having a bearing of South 12 degrees 09 minutes 00 seconds East and a length of 144.23 feet. The above - described easement contains a total area of 0.076 acres located in Franklin County Auditor's Tax Parcel Number 273 - 007659. 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 February 2, 2011 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. American Structurepoint, Inc. Bf' . in Registered Professional Surveyor No. 8438 � -y- // Date .•� '•,® i s BRIAN P. '> BINGHAM :¢ :. 84.38 -3- €> YY UN PROD. NO: CO20080254 FILE NO: 46 DRAWN BY: AVP CWKD BY: BPB A M E R I C A N on 2550 CORPORATE EXCHANGE DR, STE 300 +'„�■ STRUCTUREPOINT TEL 614.901.223 FAX 614901.2236 INC. www.structurepoirit.com EXHIBIT "B" PARCEL 11 -E -2 0.076 ACRES PERPETUAL EASEMENT FOR MUL TI -USE PA TH, DRAINAGE, GRADING DUBLIN, OHIO \ \ CITY OF DUBLIN 0.023 ACRES O.R. 31,969 C14 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, 445.18' N 12° 53' 50" E, 331.90' N 08° 26' 09" E, 273.59' S 87° 10' 00" W, 42.43' (D -CH. = S 55° 39' 29" W CH L . = 86.33' R = 68.00' \ ARC L. = 93.53' \ A = 78' 48' 35" \ O2 - N 05 03' 47" E, 40.00' 8 N 68 ° 02' 44" E, 30.00' S 64 ° 04' 22" E, 25.00' \� 25 �d�MPG.gB PROPOSED EASEMENT 273- 007659 DUKE REALTY OHIO 3.205 ACRES INST . C NO. 200302260056923 Lot 1 X W Tuttle Crossing North 1 P.B. 80, pg. 38 Q� PROPOSED /RIGHT -OF -WAY CITY OF DUBLIN 0.0647 ACRES O.R. 34670 B10 � m r- I I P.O.B. wz� y W � w� wU) \ oao Lq Be,WP. U IN8' A<1, P.S. NO. 8438 AMERICAN STRUCTUREPOINT, INC. O5 - CH. = N 06' 49' 29" E CH L. = 55.63' R = 85.00' ARC L. = 56.68' A = 38' 72' 17" O6 - N 12° 16' 39" W, 60.00' O7 -CH. =N17 °45'57 ' W CH L. = 123.96' R = 648.00' ARC L. = 724.15' A = 10' 58' 3 7" O8 - N 23" 15' 16" W, 50.95' O9 - CH. = S 21' 36' 57" E CH L. = 138.92' R = 650.00' ARC L. = 139.18' A = 12' 76' 0 7" 10 - CH. = S 12° 09' 00" E CH L. = 144.23' R = 663.00' ARC L. = 144.52' A = 12° 29' 21" • = 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" = 40' 0 20 40 80 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 STA TE 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 4912 RESET ". ` ��•�� P '�E Or y 1 HEREBY CERTIFY THAT ' •• . •• '•.0 THIS DRAWING REPRESENTS THE_ BRIAN P RESUL TS OF AN ACTUAL FIELD, B1�IGHAM SURVEY OF THE PREMISES 9 ; 8438 ' PERFORMED BY D YNO 'FEC, INC.: p .• .��o IN DECEMBER 2008. THIS �'� •."¢��tio•• DRAWING IS CORRECT TO THE �, S • •.... •� BEST OF MY KNOWLEDGE AND ''•i �� .'►�� BELIEF. :> 2 - y -24, 1, 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. EXHIBIT "A" PARCEL 11T -2 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 3.205 acre tract, as described in a deed to Duke Realty Ohio, of record in Instrument Number 200302260056923, 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 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 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 arc length of 332.69 feet to a point of reverse curvature, said point being at 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 331.90 feet; Thence northeast 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 17 degrees 38 minutes 36 seconds, and an arc length of 215.55 feet to a point, said point being at Emerald Parkway centerline of construction Station 123 +17.00, said curve being subtended by a long chord having a bearing of North 10 degrees 53 minutes 00 seconds East and a length of 214.70 feet; Thence North 87 degrees 56 minutes 18 seconds West, along a radial line from the centerline of construction for said Emerald Parkway, a distance of 40.00 feet to the southeast corner of said 3.205 acre tract, being the northeast corner of that 5.640 acre tract described in a deed to Duke Realty Ohio, of record in Instrument Number 200302260056923, being on the existing west right -of -way line for said Emerald Parkway, and being on the east line of said Lot 1, and said point being 40.00 feet left of Emerald Parkway centerline of construction Station 123 +17.00; -1- EXHIBIT "A" PARCEL 11T -2 Thence North 87 degrees 42 minutes 27 seconds West, across said Lot 1, along a south line of said 3.205 acre tract, along a north line of said 5.640 acre tract, a distance of 88.58 feet to the TRUE POINT OF BEGINNING for this description, said point of beginning being 128.58 feet left of Emerald Parkway centerline of construction Station 123 +17.44; Thence North 87 degrees 42 minutes 27 seconds West, continuing across said Lot 1, and continuing along a south line of said 3.205 acre tract and a north line of said 5.640 acre tract, a distance of 38.03 feet to a point, said point being 166.61 feet left of Emerald Parkway centerline of construction Station 123 +17.67; Thence continuing across said Lot 1, and across said 3.205 acre tract along the following five (5) described courses: 1. North 29 degrees 10 minutes 34 seconds East, (passing a north line of said 5.640 acre tract and a south line of said 3.205 acre tract at a distance of 16.74 feet), a total distance of 39.97 feet to a point, said point being 147.22 feet left of Emerald Parkway centerline of construction Station 123 +62.73; 2. North 06 degrees 36 minutes 26 seconds West, a distance of 22.41 feet to a point, said point being 148.69 feet left of Emerald Parkway centerline of construction Station 123 +91.09; 3. North 74 degrees 00 minutes 57 seconds East, a distance of 80.64 feet to a point, said point being 69.58 feet left of Emerald Parkway centerline of construction Station 124 +09.68; 4. North 10 degrees 41 minutes 40 seconds West, a distance of 128.00 feet to a point, said point being 68.13 feet left of Emerald Parkway centerline of construction Station 125 +51.88; 5. North 25 degrees 14 minutes 09 seconds West, a distance of 188.28 feet to a point on the existing southeast right -of -way for Rings Road, being on the north line for said Lot 1, being a northeast corner for said 3.205 acre tract, being a northwest corner for that 0.023 acre tract described to City of Dublin, of record in Official Record Volume 31969, page C14, said point being 66.52 feet left of Emerald Parkway centerline of construction Station 127 +60.96; Thence South 69 degrees 56 minutes 47 degrees East, continuing across said Lot 1, along a southwest right -of -way line for said Rings Road and Emerald Parkway, along a northeast line of said 3.205 acre tract and a southwest line of said 0.023 acre tract, a distance of 27.65 feet to a northeast corner of said 3.205 acre tract, being a northwest corner of that 0.0647 acre tract described to City of Dublin, of record in Official Record Volume 34670, page B10, said corner being 50.01 feet left of Emerald Parkway centerline of construction Station 127 +36.77; Thence southeast along the arc of a non - tangent curve to the right, continuing across said Lot 1, along existing southwest right -of -way line for said Emerald Parkway, along the northeast line of said 3.205 acre tract and the southwest line of said 0.0647 acre tract, said curve having a radius of 650.00 feet, a central angle of 04 degrees 32 minutes 45 seconds, and an arc length of 51.57 feet to a point, said point being 50.01 feet left of Emerald Parkway centerline of construction Station 126 +81.23, said curve being subtended by a long chord having a bearing of South 30 degrees 01 minute 23 seconds East and a length of 51.56 feet; Thence continuing across said Lot 1, and across said 3.206 acre tract along the following nine (9) described courses: 1. South 23 degrees 15 minutes 16 seconds East, a distance of 50.95 feet to a point of curvature, said point being 52.01 feet left of Emerald Parkway centerline of construction Station 126 +26.30; 2. Southeast along the arc of a curve to the right, said curve having a radius of 648.00 feet, a central angle of 10 degrees 58 minutes 37 seconds, and an arc length of 124.15 feet to a point of tangency, said point being 52.01 feet left of Emerald Parkway centerline of construction Station 124 +92.19, said curve being subtended by a long chord having a bearing of South 17 degrees 45 minutes 57 seconds East and a length of 123.96 feet; 3. South 12 degrees 16 minutes 39 seconds East, a distance of 60.00 feet to a point of curvature, said point being 49.24 feet left of Emerald Parkway centerline of construction Station 124 +27.56; -2- EXHIBIT "A" PARCEL 11T -2 4. Southwest along the arc of a curve to the right, said curve having a radius of 85.00 feet, a central angle of 38 degrees 12 minutes 17 seconds, and an arc length of 56.68 feet to a point, said point being 60.23 feet left of Emerald Parkway centerline of construction Station 123 +68.38, said curve being subtended by a long chord having a bearing of South 06 degrees 49 minutes 29 seconds West and a length of 55.63 feet; 5. North 64 degrees 04 minutes 22 seconds West, a distance of 25.00 feet to a point, said point being 82.18 feet left of Emerald Parkway centerline of construction Station 123 +81.71; 6. South 68 degrees 02 minutes 44 seconds West, a distance of 30.00 feet to a point, said point being 110.51 feet left of Emerald Parkway centerline of construction Station 123 +70.28; 7. South 05 degrees 03 minutes 47 seconds West, a distance of 40.00 feet to a point, said point being 114.29 feet left of Emerald Parkway centerline of construction Station 123 +22.83; 8. Northwest along the arc of a non - tangent curve to the right, said curve having a radius of 68.00 feet, a central angle of 10 degrees 07 minutes 02 seconds, and an arc length of 12.01 feet to a point, said point being 126.15 feet left of Emerald Parkway centerline of construction Station 123 +25.00, said curve being subtended by a long chord having a bearing of North 79 degrees 52 minutes 42 seconds West and a length of 11.99 feet; 9. South 23 degrees 09 minutes 32 seconds West, (passing a south line of said 3.205 acre tract and a north line of said 5.640 acre tract at a distance of 6.64 feet), a total distance of 6.64 feet to the TRUE POINT OF BEGINNING for this description. The above - described tract contains 0.241 acres located in Franklin County Auditor's Tax Parcel Number 273 - 007659. 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 April 15, 2011 a survey of field observations made by Dynotec, Inc. in 2008 knowledge. by Brian P. Bingham, P.S. No. 8438 from and is true and correct to the best of my American Structurepoint, Inc. rian P. B in g h1l , Registered Professional Surveyor No. 8438 Date 9 ® BRIAN P., n BINGHAM 8438 a GC b /O NA1.. S. 3QA ®`� X41 ## #gOU�%eI -3- PRO✓. ND: CO20080254 FILE NO: 46 DRAWN BY: AVP CITY OF DUBLIN 0.023 ACRES O.R. 31969 PG C14 CWD BY: BPB 7 8 9 6 N Cr) O L = o Lo W cp��N oJQM Z,.-) Q o rM�NN �� N O MO J 0� U V) �m I_ PROPOSED TEMP ORAR Y EASEMENT EXHIBI T 'B" PARCEL 11 -T -2 0.241 ACRES TEMPORARY EASEMENT FOR CONSTRUCTION AND GRADING DUBLIN, OHIO CITY OF DUBLIN 0.0647 ACRES O.R. 34670 BIO Z P g DoE � PSgO PG • gs 1 ■o in AMERICAN 2550 CORPORATE EXCHANGE DR, Si 'E 300 0 ■ STRUCTUREPOINT TEL 614.901.22 C FAX 614.01.2236 INC. www.structurepoint.com ON ON C i PROPOSED MUL TI -USE PA TH EASEMENT Qtz Q CL- I� � Q OP J O �p �� BRIAN P. BINGHAM 8438 e ir 'ONAL 'S����v � x Lu PROPOSED RIGHT -OF -WA Y I II BASIS OF BEARING: owe", (D - N 87 42' 27 W, 38.03' 02 - N 29° 10' 34" E, 39.97' 03 N 06 36' 26" W, 22.41' 04 N 74 00' 57" E, 80.64' C) - N 10 41' 40" W, 128.00' 06 N 25 14' 09" W, 188.28' 07 - S 69 ° 56' 47" E, 27.65' O - CH. = S 30' 01'23'E CH L. = 51.56' R = 650.00' ARC L. = 51.57' A = 04' 32' 45" 09 - S 23 16" E, 50.95' 10 - CH. = S 17° 45'57 'E CH L. = 123.96' R = 648.00' ARC L. = 124.15' A = 10' 58' 37" 11 - S 12 16' 39" E, 60.00' 12 - CH. = S 06' 49 W CH L. = 55.63' R = 85.00' ARC L. = 56.68' A=38 °12'17" 13) - N 64 04'22 W, 25.00' 14) - S 68 02' 44" W, 30.00' 15) - S 05° 03' 47" W, 40.00' 16) - CH. = N 79° 52' 42" W CH L. = 11.99' R = 68.00' ARC L. = 12.01' A = 10° 07' 02" 17 - S 23 ° 09' 32" W, 6.64' SCALE: 1" = 60' 0 30 60 120 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 GPS SURVEY BETWEEN FRANKLIN COUNTY MONUMENTS "FCGS 2213" AND "FCGS 4412 RESET". I HEREB Y CER TIF Y THA T: THIS DRAWING REPRESENTS THE RESUL TS OF AN ACTUAL FIELD SURVEY OF THE PREMISES PERFORMED BY D YNO TEC, INC. IN DECEMBER 2008. THIS DRAWING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. BRIXN P. BINGHAIf1, 8438 AMERICAN STRUCTUREPOINT, INC. ro"WA SI TUA TED IN THE S TA TE OF OHIO, COON T Y OF FRANKL IN, Cl T Y OF DUBLIN, VIRGINIA MILITARY SURVEY NUMBER 3011, AND BEING A PART OF LOT 1 OF TUT TL E CROSSING NORTH, OF RECORD IN PB 80, PG 38.