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HomeMy WebLinkAboutContract 50075 ` VIP tG� 11 a CITY SECRETARY CONTRACT NO. � GQ PQy PUBLIC MASS TRANSIT EASEMENT 4'ZE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF DALLAS § That the City of Dallas, of the County of Dallas, State of Texas, pursuant to Resolution No. 161335, adopted August 24, 2016, and the City of Fort Worth, of the County of Tarrant, State of Texas, pursuant to Resolution No. 4678-09-2016, adopted September 13, 2016, hereinafter referred to as "Grantors", whether one or more, for the sum of Ten Dollars ($10.00) and other good and valuable consideration to the Dallas/Fort Worth International Airport Board, hereinafter referred to as "the Airport Board", receipt of which is hereby acknowledged, and for which no lien is retained either expressed or implied, have this day sold and by these presents do grant, bargain, sell and convey unto The Fort Worth Transportation Authority, hereinafter referred to as "Grantee", an easement ("this Easement') to construct, reconstruct, and perpetually maintain, at Grantee's sole cost and expense, public rail transit facilities, including without limitation associated utilities, communication facilities, bridge structures, spans, and any other related facilities or structures that facilitate, support or promote public rail transit,in,upon,under or across a tract of land at Dallas/Fort Worth International Airport ("DFW Airport'), more particularly described in Exhibit A ("the Property"), which is attached hereto and incorporated herein for any and all purposes. This Easement shall include the subsurface of the Property to a depth of no more than 30 feet below existing ground level and the airspace above existing ground level of the Property to a height of no more than 40 feet, except as reasonably necessary to bridge over or tunnel under DFW Airport facilities or improvements. Any such bridges or tunnels shall be built to specifications reasonably established by the Airport Board, and shall be repaired or rebuilt as reasonably necessary to protect DFW Airport facilities or improvements and those using them. This Easement is expressly made subject to Grantors' and Airport Board's, and their respective tenants, successors or assigns, rights to make any use of all or any part of the Property along with Grantee, and the right to convey to others the right to use all or part of the Property along with Grantee, such right of use including the right to construct any improvements on, above, below or through the Property or anywhere within this Easement,provided and so long as such use or improvements within this Easement do not unreasonably interfere with Grantee's use of this Easement for permitted purposes. Grantors reserve for the benefit of the Airport Board, and for those acting by or through them, the right to use and to have ingress to and egress from the public access areas of the Property for any lawful purpose. Nothing in this Easement shall affect Grantors' title to all of the oil, gas and other minerals in and under and that may be produced from the Property or any land at DFW Airport provided that the surface of the Property shall not be used for the purpose of exploring, developing or mining or drilling for same in a manner that interferes with Grantee's use of the surface and subsurface of this Easement for the permitted purposes. The Easement shall be subject to Grantors, their successors and assigns, right to construct a roadway crossing across Grantee's railway easement, at the intersection of said railway and Dallas Road, and to thereafter enter upon as necessary for the construction,reconstruction, and perpetual maintenance of said crossing by the Airport Board. The roadway crossing shall be at least 150-feet wide, capable of accommodating a four-lane divided roadway, and may at the Airport Board'Flecretion be a grade-AL RECORD ECRETARY ORTHe TX separated crossing. The Airport Board shall construct the roadway crossing,and Grantee shall reimburse the Airport Board for the cost thereof pursuant to separate agreement between them. In order to minimize disruption of rail operations, the roadway crossing shall be constructed pursuant to Grantee's design guidelines and procedures used for such construction at other similar junctures. The design of the crossing shall conform to Grantee's guidelines used for such crossings at other similar junctures. The Airport Board shall be permitted to install sub-grade utilities beneath the railway easement to serve not only the roadway crossing itself, but also the developments on either side of the railway,provided that the construction, operation, maintenance, or removal of such utilities must not interfere with or impair Grantee's operations at the Airport or with any utilities or facilities of Grantee located in,under or above the railway. Grantee shall if necessary execute separate utility easements to accommodate such utilities on the terms described herein. Without limiting the generality of the foregoing, such utilities shall be installed at depths necessary to avoid interference with Grantee's use of the surface or sub-surface areas, and in locations necessary to avoid interference with Grantee's sub-grade utilities. The Airport Board shall have the right at its discretion to transfer the sub-grade utility easements to utility providers. Neither party shall be required to install conduits for the shared use by the other party. Grantors further reserve for themselves, their successors and assigns, for their own benefit, for the use and benefit of the public, and for the benefit of all aircraft operators, a right of avigation above the Property. Said right of avigation includes the right of free and unobstructed passage of aircraft ("aircraft" being defined as any contrivance now known or hereafter invented, used or designed for navigation of or flight in the air), by whomsoever operated, in the airspace above and adjacent to the Property, at or above the elevation of 840 feet above mean sea level, or structural heights established by applicable local zoning ordinances, whichever height is lower, such area hereinafter referred to as the "permitted air space", together with the right in all air space above the surface of the Property to cause damages to the Property or to persons occupying or on such Property, from noise,vibration,fumes,dust, fuel, lubricant particles, and all other effects that may be caused by the operation of aircraft in the permitted air space. Grantors, their successors and assigns, also reserve and retain a continuing right to take any action necessary to prevent the erection or growth of any structure, tree or other object into the permitted air space and to remove from the permitted air space any and all structures,trees or other objects that may at any time project or extend into same, together with the right of ingress to, egress from and passage over the Property for such purposes. Grantee expressly agrees for itself, its successors and assigns to prevent any use of the Property that would interfere with landing or taking off of aircraft at the Airport, or that would otherwise constitute an airport hazard. Further, as a condition of this Easement, and as part of the consideration therefor, Grantee, by the acceptance of this grant,hereby agrees to waive,release,and forever acquit Grantors,the Airport Board, and their respective successors and assigns, and their officers, agents and employees, from and against any and all claims for damages of any kind that Grantee might hereafter assert by reason of the passage of any and all aircraft within the permitted air space as defined above. By acceptance of this grant, Grantee agrees not to file a claim or lawsuit against Grantors, the Airport Board, and their respective successors and assigns, and their officers, agents and employees, for personal injury (including death), property damage or other harm suffered by any person or persons that may arise out of or be occasioned by the operation of aircraft, within the permitted air space or adjacent thereto, landing at or taking off from, or operating at, on, or adjacent to the DFW Airport as it is now or as it may hereafter be configured, or any other airport owned by either of the Grantors, except that the release provided for in this paragraph shall not be construed to release the owners or operators of aircraft from liability for 2 damage or injury to persons or property caused by falling aircraft or falling physical objects from aircraft, except as stated herein with respect to noise,vibration,fumes,dust and lubricant particles. The right of avigation and other rights reserved and retained herein by Grantors shall be binding upon Grantee, Grantee's successors, heirs, executors, administrators and assigns, and shall be a covenant running with the land. This Easement is subject to all other easements, leases, agreements, licenses,or other interests that affect the Property, and that are matters of public record or would otherwise be disclosed by title examination, survey, investigation or inquiry, including without limitation the rights of parties in possession of the Property, whether over, upon, under, through, in or across the Property ("the Occupancy Interests"). This Easement is also subject to any utilities, pipelines or communications facilities, including without limitation water and wastewater lines,gas lines, and storm sewers,owned or operated by Grantors or any other entity, public or private ("the Utilities"). Grantee shall be solely responsible, at its expense, for determining and verifying the location of Occupancy Interests and Utilities in, on or around the Property and this Easement and for properly protecting and/or relocating the Occupancy Interests and the Utilities, including without limitation those owned by Grantors or Airport Board. Any information that has been provided or is provided by Grantor or Airport Board regarding the location of any Occupancy Interests or Utilities, whether within the Easement, the Property or elsewhere, is for general information only and shall not relieve the Grantee of the above-stated obligation to independently determine and verify the location of Occupancy Interests and Utilities. Grantee acknowledges that Grantors have the power of eminent domain as to this Easement, and if it ever becomes necessary for Grantors to take part or all of the Property for a public purpose, Grantors shall have the option of mitigating their duty to pay just compensation by relocating the Easement and all affected facilities at Grantors' or Airport Board's expense. Except as set forth herein, neither Grantors nor the Airport Board shall be obligated by this Easement to construct any improvements on the Property or servicing the Property. All improvements constructed on the Easement by Grantee or for Grantee, as well as all alterations or additions thereto made by Grantee, shall be owned by Grantee; provided that upon termination or abandonment of this Easement by Grantee, the Airport Board shall have the right, within the Airport Board's sole discretion, to compel Grantee to either(a) remove improvements and restore the Property as specified by the Airport Board, at Grantee's expense,or(b)abandon and not remove improvements as specified by the Airport Board, nor waste, destroy, demolish or alter them, without payment of consideration therefor, which upon such abandonment shall become automatically owned by Airport Board,without the need for any further deed or documentation. Grantee shall not consent to any liens on the Property, and Grantee shall undertake at its sole expense to discharge or void any liens involuntarily asserted against the Property as a result of Grantee's operations within the Property. In the event of a conflict between the ordinances, codes,regulations,rules or policies of Grantors or the Airport Board and those of Grantee, those of Grantors or the Airport Board shall be controlling. Notwithstanding anything that could be construed to the contrary, and as a condition of this Easement, and as part of the consideration therefore, Grantee,by the acceptance of this grant, expressly agrees that no construction shall be performed on the Property or within the Easement until Airport Board has reviewed and approved Grantee's plans and has issued a permit allowing such construction pursuant to 3 provisions of Airport Board's Construction and Fire Prevention Resolution or any other rules and regulations of Airport Board. GRANTORS HAVE NOT MADE, DO NOT MAKE AND SPECIFICALLY NEGATE AND DISCLAIM ANY REPRESENTATIONS, WARRANTIES, PROMISES, COVENANTS, AGREEMENTS OR GUARANTIES OF ANY KIND OR CHARACTER WHATSOEVER, WHETHER EXPRESS OR IMPLIED, ORAL OR WRITTEN, PAST, PRESENT OR FUTURE, OF, AS, TO CONCERNING OR WITH RESPECT TO (A) THE VALUE, NATURE, QUALITY OR CONDITION OF THE PROPERTY, INCLUDING, WITHOUT LIMITATION, THE WATER, SOIL, AND GEOLOGY, (B) THE INCOME TO BE DERIVED FROM THE PROPERTY,(C)THE SUITABILITY OF THE PROPERTY FOR ANY AND ALL ACTIVITIES AND USES WHICH GRANTEE MAY CONDUCT THEREON, (D) THE COMPLIANCE OF OR BY THE PROPERTY OR ITS OPERATION WITH ANY LAWS, RULES, ORDINANCES, OR REGULATIONS OF ANY APPLICABLE GOVERNMENTAL AUTHORITY OR BODY, (E) THE HABITABILITY, MERCHANTABILITY, MARKETABILITY, PROFITABILITY OR FITNESS FOR A PARTICULAR PURPOSE OF THE PROPERTY, (F) THE MANNER OR QUALITY OF THE CONSTRUCTION OR MATERIALS, IF ANY, INCORPORATED INTO THE PROPERTY, (G) THE MANNER, QUALITY, STATE OF REPAIR OR LACK OF REPAIR OF THE PROPERTY,OR (H) EXCEPT FOR THE WARRANTY OF TITLE IN THIS GRANT, ANY OTHER MATTER WITH RESPECT TO THE PROPERTY, AND SPECIFICALLY, GRANTORS HAVE NOT MADE, DO NOT MAKE AND SPECIFICALLY DISCLAIM ANY REPRESENTATIONS REGARDING COMPLIANCE WITH ANY ENVIRONMENTAL PROTECTION, POLLUTION OR LAND USE LAWS, RULES, REGULATIONS, ORDERS OR REQUIREMENTS, INCLUDING SOLID WASTE, AS DEFINED BY THE U.S. ENVIRONMENTAL PROTECTION AGENCY REGULATIONS AT 40 C.F.R., PART 261, OR THE DISPOSAL OR EXISTENCE IN OR ON THE PROPERTY OF ANY ENVIRONMENTAL SUBSTANCES, HAZARDS OR CONDITIONS OR PRESENCE OF ANY ENDANGERED OR PROTECTED SPECIES THEREON. FOR PURPOSES HEREOF, "ENVIRONMENTAL SUBSTANCES" MEANS THE FOLLOWING: (A) ANY "HAZARDOUS SUBSTANCE" AS DEFINED BY THE COMPREHENSIVE ENVIRONMENTAL RESPONSE, COMPENSATION AND LIABILI'TY ACT OF 1980, 42 U.S.C.A. SECTION 9601 ET. SEQ., AS AMENDED, AND REGULATIONS PROMULGATED THEREUNDER, (B) ANY "HAZARDOUS SUBSTANCE" UNDER THE TEXAS HAZARDOUS SUBSTANCES SPILL PREVENTION AND CONTROL ACT, TEX. WATER CODE, SECTION 26.261, ET. SEQ., AS AMENDED, (C) PETROLEUM OR PETROLEUM-BASED PRODUCTS (OR ANY DERIVATIVE OR HAZARDOUS CONSTITUENTS THEREOF OR ADDITIVES THERETO), INCLUDING WITHOUT LIMITATION, FUEL AND LUBRICATION OILS, (D) ANY "HAZARDOUS CHEMICALS" OR "TOXIC CHEMICALS" UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT, 29 U.S.C.A. SECTION 651 ET SEQ., AS AMENDED, (E) ANY "HAZARDOUS WASTE" UNDER THE RESOURCE CONSERVATION AND RECOVERY ACT, 42 U.S.C.A. SECTION 6901 ET SEQ., AS AMENDED, (F) ASBESTOS, (G) POLYCHLORINATED BIPHENYLS, (H) UNDERGROUND STORAGE TANKS, WHETHER EMPTY, FILLED, OR PARTIALLY FILLED WITH ANY SUBSTANCE, (I) ANY SUBSTANCE, THE PRESENCE OF WHICH IS PROHIBITED BY FEDERAL STATE OR LOCAL LAWS AND REGULATIONS, AND (3) ANY OTHER SUBSTANCE WHICH BY FEDERAL, STATE OR LOCAL LAWS AND REGULATIONS REQUIRES SPECIAL HANDLING OR NOTIFICATION OF GOVERNMENTAL AUTHORITIES IN ITS COLLECTION, STORAGE, TREATMENT OR DISPOSAL. REFERENCES TO 4 PARTICULAR ACTS OR CODIFICATIONS IN THIS DEFINITION INCLUDE ALL PAST AND FUTURE AMENDMENTS THERETO, AS WELL AS APPLICABLE RULES AND REGULATIONS AS NOW OR HEREAFTER PROMULGATED THEREUNDER. TO HAVE AND TO HOLD the easement herein described and herein conveyed together with all and singular the rights and appurtenances thereto in any wise belonging unto Grantee and its assigns until terminated or abandoned; and Grantors do hereby bind themselves,their heirs,executors, administrators, successors and assigns to warrant and forever defend all and singular the said easement herein conveyed unto Grantee and its assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof,by,through or under Grantors but not otherwise. IN WITNESS WHEREOF,this instrument is executed on the dates acknowledged below. CITY OF FORT WORTH David Cooke,City Manager By: Approved as to form: Fernando Costa Sarah Fullenwider,Fort Worth City Attorney Assistant City Manager By Paige T ,ker Mebane Assistant City Attorney I A F F4 `' i� ary . Kayser, City Secret�i =_ CITY OF DALLAS T.C.Broadnax,City Manager By: Approved as to form: ody Puckett Lamy o,Dallas City Attorney Assistant City Manager By: andace Paglia r Senior Assistant City Aft r Aft st: \ BILL JortAls�,�. 'M o tciat.RECORD CITY SECRETARY 5 FT.WORTH,TX Acknowledgment State of Texas County of Tarrant This instrument was acknowledged before me on dycrn 20,2b 12 *by Fernando Costa, Assistant City Manager of the City of Fort Worth, a municipality,on behalf of said municipality. 00f W, TRIKINYA l JOHNSON ` l r,g.• ��:Notary Public.State of Texas , ;. .'.` 4 Comm.Expires b4-17.2018 Notary P blic, e of Texas Notary ID 1238832.0 Iit 1 0\ Acknowledgment State of Texas County of Dallas This instrument was acknowledged before me on �Wblbff a+L (1 by Jody Puckett,Assistant City Manager of the City of Dallas, a municipality,on behalf of said municipality. Pt 0, t:RFs.1�, ,,,YBt STATE OTEW F ,�� IpA�t3? p9186 Nctary Public, State oAexas After recording please return this instrument to: The Fort Worth Transportation Authority 1600 E.Lancaster Avenue Fort Worth,Texas 76102-6720 6 EXHIBIT A (Legal Description on following pages) TEX RAIL PARCEL NO. DFW—XDFW1 PROPERTY OF CITY OF DALLAS/CITY OF FORT WORTH ESTHER MOORE SURVEY,ABSTRACT NO. 1029, J. W. AMOS DUNN SURVEY, ABSTRACT NO. 434, AND JOHN C. DUNN SURVEY,ABSTRACT NO.433 CITY OF GRAPEVINE AND DALLAS/FORT WORTH INTERNATIONAL AIRPORT TARRANT COUNTY,TEXAS RIGHT-OF-WAY EASEMENT LEGAL DESCRIPTION BEING 13.565 acres of land located in the ESTHER MOORE SURVEY, Abstract No. 1029, J. W. AMOS DUNN SURVEY, Abstract No. 434, and JOHN C. DUNN SURVEY, Abstract No. 433, City of Grapevine and the Dallas/Fort Worth International Airport, Tarrant County, Texas. Said 13.565 acres of land also crossing the tract of land designated as Tract 8 and the tract of land designated as Tract 9, in the deed to the City of Dallas, recorded in Volume 5390, Page 339, of the Deed Records of Tarrant County, Texas, the tract of land conveyed to the City of Fort Worth, by the deed recorded in Volume 4979, Page 576, of the Deed Records of Tarrant County,Texas, the tract of land conveyed to the City of Fort Worth, by the deed recorded In Volume 4922, Page 453, of the Deed Records of Tarrant County, Texas, the tract of land designated as Tract 1, in the deed to the City of Fort Worth, recorded in Volume 4901, Page 891, of the Deed Records of Tarrant County, Texas, and the tract of land designated as Tract 10-A, in the deed to the City of Dallas, recorded in Volume 5037, Page 255, of the deed recorded of Tarrant County, Texas. Said 13.565 acres of land being more particularly described by metes and bounds as follows: BEGINNING at a %" iron rod found, at the Northwest corner of the aforesaid tract of land designated as Tract 8, in the deed to the City of Dallas, recorded in Volume 5390, Page 339, of the Deed Records of Tarrant County, Texas, also being the Northeast comer of Lot 1, Block A. J. A. Green Air Cargo Distribution Center, an addition to the City of Grapevine, Tarrant County, Texas, according to the plat recorded in County Clerk's File No. D199145014, of the Deed Records of Tarrant County, Texas, and said POINT OF BEGINNING also lying in the South right-of-way line of the Dallas Area Rapid Transit System Railroad (D.A.R.T.), and said POINT OF BEGINNING also having Texas State Grid Coordinates Northing 7,026,576.67 and Easting 2,410,784.84; 10 THENCE N 800 00'47" E 315.80 feet, along the North boundary line of said Tract 8, to the City of Dallas, and also the North boundary line of the aforesaid Tract 9, to the City of Dallas, recorded in Volume 5390, Page 339, of the Deed Records of Tarrant County, Texas, and the South right-of-way line of aforesaid Dallas Area Rapid Transit System Railroad,to a point; 2. THENCE SOUTHEASTERLY 638.67 feet, along a curve to the right, having a radius of 1000.37 feet, a central angle of 36" 34'46", and a chord bearing S 60°28'59" E 627.87 feet, to a point at the end of said curve, and the beginning of another curve to the right; 3. THENCE SOUTHEASTERLY 104.39 feet, along said curve to the right, having a radius of 2092.73 feet,a central angle of 020 51'29", and a chord bearing S 400 19 24"E 104.38 feet, to a point at the end of said curve; 4. THENCE S 39" 21'52" E 870.81 feet,to a point; 5. THENCE N 50° 38'08" E 5.00 feet,to a point; 6. THENCE S 39"21' 52" E 405.64 feet,to a point; 7. THENCE N 500 52'40"E 13.54 feet,to a point; 8. THENCE S 390 21'52" E 134.76 feet,to a point; G:\2015\LEGALS\STATESIDE\PARCELDFW 1 LEGAL-REV2.doc PAGE 1 OF 7 9. THENCE S 50" 38' 08"W 13.54 feet,to a point; 10.THENCE S 39° 21' 52" E 169.85 feet,to a point; 11 THENCE N 500 38'21"E 20.79 feet,to a point; 12.THENCE S 39° 21' 52" E 349.70 feet,to a point; 13.THENCE S 500 38' 21*W 20.79 feet,to a point; 14.THENCE S 390 21' 52" E 418.19 feet, to a point in the Northwest right-of-way line of Highway 121/114, according to the deed to the State of Texas, recorded in County Clerks file No. D210322177,of the Deed Records of Tarrant County,Texas; 15.THENCE S 55° 55' 10"W along the Northwest right-of-way line of said Highway 121/114, at 64.55 feet, passing a TXDOT monument found, and continuing with a total distance of 70.30 feet, to a point having Texas State Grid Coordinates Northing 7,024,390.49 and Easting 2,413,145.00; 16.THENCE N 39° 21' 52"W 17.57 feet,to a point; 17.THENCE N 500 38' 08" E 5.00 feet,to a point; 18.THENCE N 390 21' 52"W 663.73 feet, to a point; 19.THENCE N 84° 21' 52"W 28.28 feet,to a point; 20.THENCE N 39° 21' 52"W 475.62 feet,to a point; 21, THENCE S 49° 47'56"W 5.00 feet, to a point; 22.THENCE N 390 21' 52"W 15.61 feet, to a point; 23.THENCE S 510 42'42"W 15.00 feet, to a point; 24.THENCE N 390 21152"W 278.97 feet, to a point; 25.THENCE N 50° 38'08"E 5.00 feet, to a point; 26.THENCE N 390 21' 52"W 67.03 feet,to a point; 27.THENCE S 500 38' 08"W 97.47 feet,to a point at the beginning of a curve to the right; 28.THENCE SOUTHWESTERLY 86.70 feet, along said curve to the right, having a radius of 128.50 feet, a central angle of 380 39'25", and a chord bearing S 69" 57' 51"W 85.06 feet, to a point at the end of said curve; 29.THENCE S 89° 1T 33"W 392.39 feet,to a point; 30.THENCE S 00°42' 27" E 330.70 feet,to a point; 31. THENCE S 890 32'06"W 103.20 feet, to a point; 32.THENCE N 01° 35' 55" E 67.24 feet,to a point; 33.THENCE N 890 12' 05" E 19.21 feet,to a point; 34.THENCE N 000 51'25" E 899.32 feet,to a point; 35.THENCE N 77° 50'41" E 147.21 feet,to a point; G:\2015\LEGALS\STATESIDE\PARCEL DFW 1 LEGAL-REV2.dot PAGE 2 o 7 36.THENCE N 66° 17'26"W 55.62 feet, to a point; 37.THENCE N 39° 36' 38"W 33.56 feet,to a point; 38.THENCE N 12°44'26"W 56.06 feet,to a point at the beginning of a curve to the left; 39.THENCE NORTHWESTERLY 39.62 feet, along said curve to the left, having a radius of 1997.65 feet, a central angle of 01" 08' 10", and a chord bearing N 410 34' 25"W 39.62 feet, to a point at the end of said curve, and the beginning of another curve to the left; 40.THENCE NORTHWESTERLY 681.87 feet, along said curve to the left, having a radius of 905.37 feet, a central angle of 430 09' or, and a chord bearing N 64° 14' 19"W 665.87 feet, to a point at the end of said curve; 41.THENCE S 870 29' 17"W 182.20 feet, to a point in the West boundary line of the aforesaid tract of land designated as Tract 8, in the deed to the City of Dallas, recorded in Volume 5390, Page 339, of the Deed Records of Tarrant County,Texas; 42.THENCE N 000 32'09"W 31.49 feet, along the West boundary line of said Tract 8, and the east boundary line of said Lot 1, Block A, to the POINT OF BEGINNING, containing 13.565 acres(590,903 square feet)of land; Basis of bearings is the Texas Coordinate System, North American Datum of 1983 (NAD83), North Central Zone No. 4202, as determined by GPS observations using the WDS-VRS RTK Cooperative Network. Coordinates are shown on grid. Combined surface scale factor used for the project is 1.00012. I, the undersigned, a Registered Professional Land Surveyor in the State of Texas, do hereby certify that this description and the accompanying survey plat were prepared from an actual survey made on the ground in the month of October,2015. K� t121 a �RYSTIAN GOLEME SKI Registered Professional 8 a 6400 Land Surveyor No. 6400 SURIJ r.. GAMMLEGALASTATESIMPARCEL DFW 1 LEGAL-REV240C PAGE 3 or 7 WES.0EAKE LAND EXHIBIT 99A" DEV CO LLC � � .�• �' POINT OF - -F _. BEGINNING --- S A _EA yk;rtia GRID COORDINATE �. R N: 7026576.67 E: 2410784 84 —s- < P, t �� — J. W. AMOS DINT t� � .. SURVEY, A-434 C;42 ..� L41 I c� I -- t % `� TRACT 8 RIGHT—OF—WAY AREA h,' CRY OF DALLAS Z40 BY SEPARATE + VOL 5390. PG. 339 CRY OF FORT WORTH DOCUMENT D.R.T.C.T. VOL 4979. PG. 576 RIGHT—OF—WAY EASE ENT O.R.T.C.T. .� 13.565 ACRES OF LAND I 5909903 SQ. FEET �L3 Est I I 1,310-- LB v LOT 1, BLOCK A r J.A. GREEN AIR CARO I DISTRIBUTION GENTEI � TRACT 9. CRY OF DALLAS N 66'1 ' 6 Vt CC/ D199145014 o D.65� P.R.T.C.T. VOL 5390, PG. 339 �I \ r AMB INSTL J D.R.T.C.T. ALLIANCE FUND III LO I \ �� �� CC# D206353468 I �,C1r�T�� 1\/9' RE I ���e r�� D.R.T.C.T. 9 i SURVEY, A-1029 I fan` To I I �. 5.735 ACRES I, C ICOMBINElb SURFACE SCALE F'AI1r R ' L2'9 y USED EOE. THE PROJECT-- .. »_ BEARING BASE: .hA -4 C�Li1"=200,' —200, NAD 83: TX83—NCF� , 2016 EXHIBIT MAP O�F .��.,.. COPVRiGHTS. RIGHT—OF—WAY EASEMENT� `•., 3r'-�, BRITTAIN & CRAWFORD LOCATED IN LAND SURVEYING k TOPOGRAPHIC MAPPING ESTHER MOORE SURVEY E4 1...IAS G......... FIRM cERTiFICATION# ) 925 0 A-1029 J W AMOS DUNN ` Y.. 8400 1" TEL (417) 926-0211 - fAx (817) 926-9347 , J. W. «s P.O. BOX 11374 • 3908 SOUTH FREEWAY FORT 761 SURVEY, A-434• AND JOHN C. `� `° Ess.: TYORTH. TEXAS 10 ."':, ''p "' �. j`• WEE °°'""°°`"`°"—"°"`°'"`°'" WEB5ITE, DUNN SURVEY A-433 ..._hritf_nn-crerlwA-eom � Y•,�y' GRAPEVINE, TARRANT COUNTY. TEXAS PARCEL No DFWI G:\KRYSTIAN\_WO STATESIDE—D DFWV1 Df W2—E$N1T 5-2{Y16-SURFACE.dwg - - PAGE 4 OF 7 EXHIBIT '9 A' ri J. W. AMOS DUNK Imo SURVEY, A-434 I r \r y DETAIL "A" SC. 1"=100' \ °� / 5.736 ACRES I CITY OF FORT WORTH I~ . f VOL 4979, PG. 576 O.R.T.C.T. c� 1 CA SUWVEY UNE L:.,t_i ID.V,,,�. DALLAS RD (FUTURE) — — — — — — — — — — JOHN C. DEIN '' SURVEY, A-433 16 .0100 m " w Ll 9 : CITY OF FORT WORTH w VOL 4922. PG. 453 D.R.T.C.T. JOHN C. DUNN g ��_ BEARING BASE: SURVEY, A-433 CELE 1 —200 NAD 83: TXB3—NCF I -. EXH191 T MAP -QF r. . `°P'R�"n RIGHT—OF—WAY EASEMENT BRITTAIN & CRAWFORD LOCATED INIAND r° YING & TOPOGRAPHIC E MAPPING 1(RYMAIN (10:E:RI7WIL ESTHER MOORE SURVEY, FIRM CERTIFICATION/ 1019000 >l,..,,....««..............�.. (817) 926-0211 - FAX (817) 926-9347 A�-1029, J. W. AMOS DUNN � g ����' P.O. FORT 7WORTH,, TEXAS781 1081 FREEWAY SURVEY, A-434, AND JOHN C.' rl g��.�.s EMALL. odminODr trt ermenrd.com .� ,✓ `. wEesITE .,,,.�,1«.-co,fadDUNN SURVEY, A-433 gARCEL No DFW1 GRAPEVINE, TARRANT COUNTY, TEXAS G\KRYSTIAN\PROjtCTS\STA ESIDE-60W\—D�Wl-6Fw1=1ft 4--6Z:1016-SURFACE.dwg --- PA,CE_,..5 ..-OF 7 EXHIBIT "A" JOHN C. DUNN \ SURVEY, A-433 -...- DETAIL: 1"=140` (� ► 4' CITY OF FORT WORTH VOL 4901. PG. 871 / AND Cm OF DAUAS �. TRACT 10-A VOL 5037. PG. 20 _�dXIT MON, O.R.T.C.T. Wt C)UNNDu 40!► ssaE i loco ra Well C6 Coo � . IL wo f TX ON. I KA VOL 255 GRUO C4l1RINNATE T W 7024390.44 \� I 3 E: 2413145.00 �� Q.\ i FIA iT Q (�}1 101 TXDOT MON FND I 0 �' ' l BEARING BASE: *v+ XDOT MON FND &LIr 1"=200' NAD 8 TXT NCF EXHIBIT MAF OF COPYRIGHTS: BRITTAIN & CRAWFORb RIGHT—OF—WAY EASEMENT LAND SURVEYING & LOCATED IN TOPOGRAPHIC MAPPING ESTHER MOORE SURVEY, 4Kh�'sWXN FIRM CUnrICAT'ION/ 1010000 `• "................ '^�•• TEL (617) 926-0211 - FAX (617) 926-9347 A-1029, J. W. AMOS DUNN "• 6400 �'' R � . (( P.0. BOX 11374 TEXAS 1110 SURVEY, A-434, AND JOHN C. Q °" �Q EAWI: °°"s"°"tlta"—` st�'��pohm m DUNN SURVEY, A-433 PARCEL No DFW1 CRAPUIN�, TARRANT COUNTY, TEXAS _ G; K-RYST14M�PR0JtItft\�Uft§6E---EK V,0-fW-1 0F+N2-ESMT-5-201-6-SURFACE.dw9 ------- PAGE 6 N OF 7 EXHIBIT "A" Course Bearing Distance L1 N 80"00 47 E 315.80 L28 ' Rad: F2-8.50"-" '- Arc: 86.70 L2 Rad: 1000.37 Arc: 638.67 Tan: 45.07' CA: 38039'25" Tan: 330.64' A: 36'34'46" Chd: S 69"57'51" W 85.06' Chd: S 60028'59" E 627.87' L29 S 89017'3-&"-W 392.39 L3 Rad: 2092.73 Are: 104.397- L30 S 00042'27" E 330.70 Tan: 52.20' CA: 251'29" L31 S 89032"06" W 103.20 Chd: S 40019'24" E104.38' L32 N 01"35 55 E 67.24 L4 S 39021'52" E 870.81 L33 N 89012'05" E 19.21 L5 N 50038'08" E 5.00 L34 N 00051'25w E 899.32 L6 S 39021'52" E 405.64 L35 N 77050'4 1 E 147.21 L7 N 50052'40" E 13.54 L36 N 66017'26" W 55.62 L8 S 39021 52 E 134.76 L37 N 39036'38'; W 33.56 L9 S 50°38 08 W 13.54 L38 N 12044 26 W 56.06 L10 S 39021'52" E 169.85 L39 Rad: 1997.65 Arc: 39.62 Lll N 50038 21 itE 20.79 Tan: 19.81' CA: 1008'10" L12 S 3902 152 ' E 349.70' Chd: N 41"3425" W 39.62' L13 _ S 50038'21 ' W 20.79 L40 Rad: 905.37 Arc: 681.87 L14J �S 39021'52" E 418.19 Tan: 358.02' CA: 43'09'07" L15 S 55055 10 W 70.30 Chd: N 64014'19" W 665.87' L16 N 39'021'52 of W 17.57 L41 S 87029 17 W 182.20 s L17 N 50038'08" E 5.00 L42 N 00032'09" W 31.49 ) L18 N 39021'52" W 663.73 L19 N 84°2 i 52 W 28.28 L20 N 39021 52 W 475.62 L21 S 4904756 it W L22 -9-3-V-2-1-'-52" W 15.61 L231 S 51042'42" W 15.00 124 N 39021'52" W 278.97 L25 N 50038'08" E 5.00 L26 N 39021'52" W 67.03 L27 S 50038 08 W 97.47 BEARING BASE: i�COMBINED SURFACE SCALE FACTOR NAD 83: TX83 NClj,� USED FOR THE PROJECT-1.00012 RIGHT-OF-WAY EXHIBIT COPYRIGHTS: WAYA EASEMENT I BRITTAIN & CRAWFORD �w,'GV5T[R .,.�4 * LOCATED IN ���"¢`" LAND SURVEYING k r...0. Y O RA CHIC MAPPING00 ESTHER MOORE SURVEY, zKRYST)AN GOLEDIE SKl TEL(817) 926-0211 FAX (017) 926-9347 A-1029, J. W. AMOS DUNN `.. 0 8400'�tl. �. P.O. BOX FORT7WORTH� SOTH XASu761,10 EWAY SURVEY, A-434, AND JOHN C. ENA14 todmn0►rtbin-eroWloro.eom DUNN SURVEY, A-433 .q GRAPEVINE, TARRANT COUNTY, TEXAS iPARCEL No DFW 1 G: KRYSTIAN'�pRDJECTS STATESIDE-DF bFW1 DFW2-ESMT-5-2016-SURFACE.dwg PAGE 7 OF 7 TEXRAIL PARCEL NO. DFW-XDFW2 PROPERTY OF CITY OF DALLAS/CITY OF FORT WORTH JOHN C. DUNN SURVEY, ABSTRACT NO. 433, J. C. OWEN SURVEY, ABSTRACT NO. 1194, WILLIAM BRUTON SURVEY, ABSTRACT NO. 112, AND THE HENRY SUGGS SURVEY, ABSTRACT NO. 1414 DALLAS/FORT WORTH INTERNATIONAL AIRPORT TARRANT COUNTY, TEXAS RIGHT-OF-WAY EASEMENT LEGAL DESCRIPTION BEING 27.531 acres of land located in the JOHN C. DUNN SURVEY, Abstract No. 433,J. C. OWEN SURVEY, Abstract No. 1194, WILLIAM BRUTON SURVEY, Abstract No. 112, and the HENRY SUGGS SURVEY, Abstract No. 1414, Tarrant County, Texas, and being a portion of the tract of land designated as Tract 1,in the deed to the City of Fort Worth, recorded in Volume 4901, Page 871, and the tract of land designated as Tract 10A, in the deed to the City of Dallas, recorded in Volume 5037, Page 255, of the Deed Records of Tarrant County, Texas, and the tract of land conveyed to the City of Fort Worth, by the deed recorded in Volume 5407, Page 124, of the Deed Records of Tarrant County, Texas, the tract of land designated as Tract 13, in the deed to the City of Dallas, recorded in Volume 5390, Page 339, of the Deed Records of Tarrant County, Texas, the 2.748 acre tract of land conveyed to the City of Worth, by the deed recorded in Volume 5643, Page 75, of the Deed Records of Tarrant County, Texas, portions of State Highway No. 114, quitclaimed to the Cities cf Dallas and Fort Worth,Texas, by the deed recorded in Volume 7033, Page 1961, of the Deed Records of Tarrant County, Texas, the tracts of land designated as Tracts 11, 13, 14, 15, 16 and 17, in the deed to the City of Dallas, recorded in Volume 6252, Page 964, of the Deed Records of Tarrant County, Texas, the tract of land designated as Tract 4, in the deed to the City of Dallas, recorded in Volume 5070, Page 935, of the Deed Records of Tarrant County, Texas, and the tract of land conveyed to the City of Fort Worth, by the deed recorded in Volume 4688, Page 730, of the Deed Records of Tarrant County, Texas. Said 27.531 acres of land being more particularly described by metes and bounds as follows: BEGINNING at a point within the aforesaid JOHN C. DUNN SURVEY, Abstract No. 433, and said POINT OF BEGINNING also lying in the Southeast right-of-way line of State Highway No. 121/114, and said POINT OF BEGINNING having Texas State Grid Coordinates Northing 7,023,696.84 and Easting 2,413,688.18, and from said POINT OF BEGINNING a Texas Department of Transportation right-of-way monument found, bears S 55° 55' 10"W 32.44 feet; 1. THENCE N 55° 55' 10* E 80.34 feet, along the Southeast right-of-way line of said State Highway No. 121/114,to a point; 2. THENCE S 390 21'52" E 212.05 feet, to a point at the beginning of a curve to the right; 3. THENCE SOUTHEASTERLY 149.51 feet, along said curve to the right, having a radius of 3939.00 feet, a central angle of 02' 10' 29", and a chord bearing S 380 37' 51" E 149.50 feet,to a point at the end of said curve, and the beginning of another curve to the right; 4. THENCE SOUTHEASTERLY 428.55 feet, along said curve to the right, having a radius of 1950.08 feet, a central angle of 12" 35' 29", and a chord bearing S 30" 52' 46" E 427.69 feet,to a point at the end of said curve; 5. THENCE EAST 28.13 feet,to a point; 6. THENCE S 290 25'4r E 156.15 feet,to a point; GA2015\LEGALS\S7ATE9DE\VARCEL DFW 2 LEGAL-REV 2.doc PAGE 1 OF 18 7. THENCE S 050 31' 52" E 40.98 feet,to a point; 8. THENCE S 11°49' 22" E 84.82 feet,to a point; 9. THENCE S 190 13' 02" E 330.90 feet, to a point; 10. THENCE S 190 35' 38" E 250.45 feet,to a point; 11. THENCE S 160 09' 37" E 71.32 feet,to a point; 12. THENCE S 30°00' 56"W 17.24 feet to a point; 13. THENCE S 060 36' 39" E 17.24 feet,to a point; 14. THENCE S 16° 00'46" E 55.73 feet, to a point; 15. THENCE S 89°42'40" E 16.10 feet,to a point; 16. THENCE S 160 12' 17"E 55.67 feet,to a point; 17. THENCE S 370 11'23" E 107.14 feet,to a point; 18. THENCE S 17"43'57" E 198.47 feet, to a point at the beginning of a curve to the left; 19. THENCE SOUTHEASTERLY 90.13 feet, along said curve to the left, having a radius of 165.00 feet, a central angle of 31° 17'46",and a chord bearing S 33° 22' 50" E 89.01 feet,to a point at the end of said curve; 20. THENCE S 490 01'43" E 75.14 feet,to a point; 21. THENCE S 370 19'37" E 76.66 feet, to a point at the beginning of a curve to the left; 22. THENCE SOUTHEASTERLY 145.25 feet, along said curve to the left, having a radius of 1323.16 feet, a central angle of 06° 17' 23", and a chord bearing S 390 39' 30" E 145.18 feet,to a point at the end of said curve, and the beginning of another curve to the left; 23. THENCE SOUTHEASTERLY 187.93 feet, along said curve to the left, having a radius of 2848.47 feet, a central angle of 03° 46' 49", and a chord bearing S 45° 22' 23" E 187.90 feet,to a point at the end of said curve; 24. THENCE S 46" 36'40"E 500.23 feet, to a point at the beginning of a curve to the right; 25. THENCE SOUTHEASTERLY 204.57 feet, along said curve to the right, having a radius of 3731.30 feet, a central angle of 03° 08' 29 and a chord bearing S 45° 36' 33" E 204.55 feet, to a point at the end of said curve, and the beginning of another curve to the right; 26. THENCE SOUTHEASTERLY 287.63 feet, along said curve to the right, having a radius of 2029.09 feet, a central angle of 08° 07' 19", and a chord bearing S 39° 35' 50" E 287.39 feet, to a point at the end of said curve; G:\2015\LEGAL5\STATE9DE\PARCEL DFW 2 LEGAL-REV 2.doc PAGE 2 OF 18 27. THENCE S 13"20'32"E 176.90 feet, to a point at the beginning of a curve to the right; 28. THENCE SOUTHEASTERLY 282.09 feet, along said curve to the right, having a radius of 1969.09 feet, a central angle of 08° 12' 29", and a chord bearing S 26" 39' 38" E 281.85 feet,to a point at the end of said curve; 29. THENCE S 670 44' 04"W 48.10 feet,to a point; 30. THENCE SOUTHEASTERLY 424.94 feet, along a curve to the right, having a radius of 1960.08 feet, a central angle of 12° 25' 17", and a chord bearing S 16° 22' 24" E 424.11 feet, to a point at the end of said curve; 31. THENCE S 06° 21' 35" E 169.16 feet,to a point; 32. THENCE S 840 47' 15"W 10.00 feet,to a point; 33. THENCE SOUTHEASTERLY 42.22 feet, along a curve to the right, having a radius of 1909.09 feet, a central angle of 01° 16'01", and a chord bearing S 04° 12' 33" E 42.22 feet, to a point at the end of said curve, and the beginning of another curve to the right; 34. THENCE SOUTHEASTERLY 110.17 feet, along said curve to the right, having a radius of 2593.35 feet, a central angle of 02° 26' 02", and a chord bearing S 02° 13' 16" E 110.16 feet,to a point at the end of said curve; 35. THENCE N 880 36'23" E 8.83 feet, to a point; 36. THENCE S 00° 32' 36" E 245.16 feet, to a point; 37 THENCE S 890 2T 24"W 8.50 feet,to a point; 38. THENCE S 000 32' 36" E 650.49 feet,to a point; 39. THENCE N 890 27' 24" E 8.00 feet,to a point; 40. THENCE S 000 32' 35" E 219.56 feet,to a point; 41. THENCE N 890 2T 24" E 21.29 feet,to a point; 42. THENCE S 000 32' 36"E 115.06 feet,to a point; 43. THENCE S 010 5846" E 150.05 feet,to a point; 44. THENCE S 030 24' 57" E 74.71 feet,to a point; 45. THENCE N 86° 35'03!' E 35.00 feet,to a point; 46. THENCE S 03° 24' 57"E 157.38 feet,to a point; 47. THENCE S 17° 03' 59"E 69.07 feet,to a point; 48. THENCE S 170 50' 15" E 74.01 feet, to a point at the beginning of a curve to the right; G:\2019ALEGALS\STATE9DE\PARCEL DFW 2 LEGAL-REV 2.doc PAGE 3 OF 18 49. THENCE SOUTHEASTERLY 98.07 feet, along said curve to the right, having a radius of 379.00 feet, a central angle of 14°49'31", and a chore!bearing S 100 25'27" E 97.79 feet, to a point at the end of said curve; 50. THENCE S 030 00'41" E 95.53 feet,to a point; 51. THENCE S 000 22' 11" E 201.82 feet,to a point; 52. THENCE S 00°28'47" E 109.87 feet,to a point; 53. THENCE S 000 35' 23" E 546.22 feet, to a point at the beginning of a curve to the right; 54. THENCE SOUTHEASTERLY 49.47 feet, along said curve to the right, having a radius of 13189.04 feet, a central angle of 000 12' 54", and a chord bearing S 00° 30'41" E 49.47 feet,to a point at the end of said curve, and the beginning of another curve to the right; 55. THENCE SOUTHWESTERLY 102.12 feet, along said curve to the right, having a radius of 5962.22 feet, a central angle of 00° 58' 53", and a chord bearing S 00° 08' 10"W 102.12 feet,to a point at the end of said curve, and the beginning of another curve to the right; 56. THENCE SOUTHWESTERLY 42.20 feet, along said curve to the right, having a radius of 10977.72 feet, a central angle of 000 13' 13", and a chord bearing S 000 46' 12"W 42.20 feet,to a point at the end of said curve; 57. THENCE S 89° 02' 58" E 20.00 feet,to a point; 58. THENCE S 00° 51'43"W 40.09 feet,to a point; 59. THENCE N 880 58'46"W 40.63 feet,to a point; 60. THENCE S 01* 01' 14"W 67.73 feet, to a point at the beginning of a curve to the left; 61. THENCE SOUTHWESTERLY 49.20 feet, along said curve to the left, having a radius of 11490.00 feet, a central angle of 00° 14' 43", and a chord bearing S 00° 56' 23"W 49.20 feet,to a point at the end of said curve, and the beginning of another curve to the left; 62. THENCE SOUTHWESTERLY 107.65 feet, along said curve to the left, having a radius of 5699.65 feet, a central angle of 01° 04' 56", and a chord bearing S 000 14' 11"W 107.65 feet,to a point at the end of said curve,and the beginning of another curve to the left; 63. THENCE SOUTHEASTERLY 49.20 feet, along said curve to the left, having a radius of 11490.00 feet,a central angle of 00" 14'43", and a chord bearing S 00° 28'01" E 49.20 feet, to a point at the end of said curve; 64. THENCE S 00° 3253" E 104.45 feet,to a point; 65. THENCE S 89°27' OT'W 6.42 feet,to a point; 66. THENCE S 000 32' 53" E 515.45 feet,to a point; 67. THENCE S 89°27'07"W 30.00 feet, to a point, having Texas State Grid Coordinates Northing 7,015,575.48, and Easting 2,416,180.78; G:\2M%LEGAL5\STATESIDE\VARCEL DFW 2 LEGAL-REV 2.d0C PAGE 4 OF 18 68. THENCE N 000 32' 53"W 515.45 feet,to a point; 69. THENCE S 890 27'07"W 3.58 feet, to a point; 70. THENCE N 000 32' 53"W 104.45 feet, to a point at the beginning of a curve to the right; 71. THENCE NORTHWESTERLY 49.37 feet, along said curve to the right, having a radius of 11530.00 feet, a central angle of 00' 14'43", and a chord bearing N 00° 28' 01"W 49.37 feet,to a point at the end of said curve, and the beginning of another curve to the right; 72. THENCE NORTHEASTERLY 108.40 feet, along said curve to the right, having a radius of 5739.65 feet, a central angle of 01" 04' 56", and a chord bearing N 00° 14' 11" E 108.40 feet,to a point at the end of said curve, and the beginning of another curve to the right; 73. THENCE NORTHEASTERLY 49.37 feet, along said curve to the right, having a radius of 11530.00 feet, a central angle of 00° 14'43", and a chord bearing N 000 56' 22" E 49.37 feet, to a point at the end of said.curve; 74. THENCE N 01* 01' 14" E 103.98 feet, to a point at the beginning of a curve to the left; 75. THENCE NORTHEASTERLY 49.29 feet, along said curve to the left, having a radius of 11490.00 feet, a central angle of 00" 14'45", and a chord bearing N 000 56'22" E 49.29 feet, to a point at the end of said curve,and the beginning of another curve to the left; 76. THENCE NORTHEASTERLY 112.19 feet, along said curve to the left, having a radius of 5719.65 feet, a central angle of 01" 07' 26", and a chord bearing N 00° 12' 55" E 112.19 feet, to a point at the end of said curve, and the beginning of another curve to the left; 77. THENCE NORTHWESTERLY 49.28 feet, along said curve to the left, having a radius of 11490.00 feet, a central angle of 00" 14' 45', and a chord bearing N 00° 30' 31" W 49.28 feet,to a point at the end of said curve; 78. THENCE N 00" 35'23"W 398.12 feet,to a point; 79. THENCE S 89" 24'37"W 27.00 feet, to a point; 80. THENCE N 00" 35'23"W 204.05 feet,to a point; 81 THENCE N 010 18' 30"W 125.12 feet,to a point; 82. THENCE N 030 22' 17"W 209.47 feet,to a point; 83. THENCE S 860 35'03"W 48.00 feet,to a point; 84. THENCE N 03° 24'57"W 183.12 feet,to a point; 85. THENCE N 160 17'27"W 185.17 feet,to a point; 86. THENCE N 00° 20' 36"W 192.41 feet, to a point; 87. THENCE N 890 39'24" E 8.14 feet,to a point; G:\2015\LEGALS\STATESIDE\PARCEL DFW 2 LEGAL-REV 2.doc PAGE 5 OF 18 88. THENCE N 03' 30'00"W 85.26 feet,to a point; 89. THENCE N 480 30'00"W 33.39 feet,to a point; 90. THENCE N 03° 30'00"W 19.96 feet,to a point; 91. THENCE N 41' 30' 00"E 33.39 feet,to a point; 92. THENCE N 030 30'00"W 22.63 feet,to a point; 93. THENCE N 00° 24'03"W 69.08 feet,to a point; 94. THENCE N 08° 14'28" E 65.73 feet,to a point; 95. THENCE N 000 32' 36'W 635.00 feet,to a point; 96. THENCE N 00' 32' 36"W 244.35 feet, to a point at the beginning of a curve to the left; 97. THENCE NORTHWESTERLY 198.95 feet, along said curve to the left, having a radius of 3734.34 feet, a central angle of 03° 03' 09", and a chord bearing N 01* 32' 25"W 198.92 feet,to a point at the end of said curve, and the beginning of another curve to the left; 98. THENCE NORTHWESTERLY 203.53 feet, along said curve to the left, having a radius of 1890.08 feet, a central angle of 06' 10' 11", and a chord bearing N 060 37' 39'W 203.43 feet,to a point at the end of said curve; 99. THENCE N 320 03'09"W 16.61 feet, to a point; 100. THENCE S 79"49' 13"W 18.75 feet, to a point at the beginning of a curve to the left; 101 THENCE NORTHWESTERLY 404.31 feet, along said curve to the left, having a radius of 1865.08 feet, a central angle of 12' 25' 14", and a chord bearing N 160 23' 24"W 403.52 feet,to a point at the end of said curve; 102. THENCE S 67°44'04"W 45.00 feet, to a point at the beginning of a curve to the left; 103. THENCE NORTHWESTERLY 101.79 feet, along said curve to the left, having a radius of 1820.08 feet, a central angle of 03° 12' 150, and a chord bearing N 24° 12' 38"W 101.77 feet,to a point; 104. THENCE S 64" 32' 16"W 22.49 feet,to a point; 105. THENCE N 25' 2T 44"W 20.00 feet,to a point; 106. THENCE N 640 32' 16"E 22.25 feet,to a point; 107. THENCE NORTHWESTERLY 207.12 feet, along a curve to the left, having a radius of 1820.08 feet, a central angle of 06° 31' 12", and a chord bearing N 29° 42' 09" W 207.01 feet,to a point at the end of said curve; G.\2015kLEGALS\SrATESIDE\PARCEL DFW 2 LEGAL-REV 2.doc PAGE 6 OF 18 108. THENCE N 540 44'08"W 149.50 feet, to a point at the beginning of a curve to the left; 109. THENCE NORTHWESTERLY 99.29 feet, along said curve to the left, having a radius of 1770.08 feet, a central angle of 03" 12' 50", and a chord bearing N 390 04' 04"W 99.28 feet, to a point at the end of said curve; 110. THENCE N 48" 29'33"W 40.04 feet, to a point at the beginning of a curve to the left; 1110 THENCE NORTHWESTERLY 50.80 feet, along said curve to the left, having a radius of 1765.08 feet, a central angle of 01° 38'66", and a chord bearing N 420 47' 13"W 50.80 feet, to a point at the end of said curve, and the beginning of another curve to the left; 112. THENCE NORTHWESTERLY 192.40 feet, along said curve to the left, having a radius of 4019.09 feet, a central angle of 02a 44' 34", and a chord bearing N 45° 37' 51"W 192.39 feet, to a point at the end of said curve; 113. THENCE N 460 36'40"W 497.31 feet, to a point at the beginning of a curve to the right; 114. THENCE NORTHWESTERLY 198.18 feet, along said curve to the right, having a radius of 3042.63 feet, a central angle of 03' 43' 55", and a chord bearing N 45" 23' 29"W 198.15 feet,to a paint at the end of said curve, and the beginning of another curve to the right; 115. THENCE NORTHWESTERLY 174.65 feet, along said curve to the right, having a radius of 1577.69 feet, a central angle of 060 20' 33",and a chord bearing N 39° 52' 26"W 174.56 feet,to a point at the end of said curve; 116. THENCE N 23°44' 16"W 328.07 feet, to a point at the beginning of a curve to the right; 117. THENCE NORTHWESTERLY 133.63 feet, along said curve to the right, having a radius of 1537.69 feet, a central angle of 04° 58' 46", and a chord bearing N 22' 12' 46"W 133.59 feet, to a point at the end of said curve, and the beginning of another curve to the right; 118. THENCE NORTHWESTERLY 195.62 feet, along said curve to the right, having a radius of 3160.26 feet, a central angle of 03° 32' 48", and a chord bearing N 17" 22' 18"W 195.59 feet,to a point at the end of said curve; 119. THENCE N 160 09' 37"W 38.39 feet to a point; 120. THENCE S 73° 50'23"W 20.00 feet, to a point; 121. THENCE N 160 09' 3-PW 60.00 feet,to a point; 122. THENCE N 73° 50' 23" E 20.00 feet,to a point; 123. THENCE N 160 09' 37"W 288.03 feet,to a point; 124. THENCE N 100 30' 22"W 400.91 feet, to a point at the beginning of a curve to the left; G:\201ftEGALS\STATMDE\PARCEL DFW 2 LEGAL-REV 2.d0t PAGE 7 OF 18 125. THENCE NORTHWESTERLY 193.55 feet, along said curve to the left, having a radius of 1878.70 feet, a central angle of 05' 54' 10", and a chord bearing N 19° 47'69"W' 193.46 feet,to a point at the end of said curve; 126. THENCE N 22°49' 29"W 105.21 feet,to a point; 127. THENCE EAST 24.55 feet, to a point; 128. THENCE NORTHWESTERLY 374.21 feet, along a curve to the left, having a radius of 1870.08 feet, a central angle of 11° 27' 54", and a chord bearing N 31° 26' 34" W 373.58 feet,to a point at the end of said curve, and the beginning of another curve to the left; 129. THENCE NORTHWESTERLY 146.45 feet, along said curve to the left, having a radius of 3859.00 feet, a central angle of 02° 10' 28", and a chord bearing N 380 38' 18"W 146.44 feet,to a point at the end of said curve; 130. THENCE N 39" 21' 52"W 219.45 feet, to the POINT OF BEGINNING, containing 27.531 acres(1,199,242 square feet)of land. Basis of bearings is the Texas Coordinate System, North American Datum of 1983 (NAD83), North Central Zone No. 4202, as determined by GPS observations using the WDS-VRS RTK Cooperative Network. Coordinates are shown on grid. Combined surface scale factor used for the project is 1.00012. 1 the undersigned, a Registered Professional Land Surveyor in the State of Texas, do hereby certify that this description and the accompanying survey plat were prepared from an actual survey made on the ground in the month of October, 2015. ca t�a[i G l tai vvski �iK6YSTIAN1............-- Registered Prof �..Y'q 6400 -1 ff essional Land Surveyor No. 6400 'x ''URF f G:\2015\LEGAL5\STATMDE\PARCEL DFW 2 LEGAL-REV 2.doc PAGE 8 OF 18 INDEX PAGE H S HOPE I I SCALL 1"=1 0 A-736 J R cj J. C. r . PAGE 10 SUR.VBY f A-1194 I H F::� 4 U � � — -- — - — — y. —SURVEY UNE a d PAGE 11 a" a I o N I ISAIAH BYRDA-120 9 I PAGE 12 H I z . Svy� I - 13 `� PAGE 13 I 0 4;�� I � PAGE 9—INDEX PAGE 14 i SCALE 1"=1000' R H _ - A-158 EXHIBIT MAP OF PERMANENT OPYWHTS. RIGHT—OF—WAY EASEMENT > LOCATED IN ` ' BRITTAIN &CRAWFORD JOHN C. DUNN SURVEY, A-433, J. LAND TOPOGSURVRAPHIC AP I �-II I TOPOGRAPHIC MAPPING C. OWEN SURVEY, A-1194, WILLIAM PAGE 15 FIRM CERTRICAT[0N/ 1019000 BRUTON SURVEY, A-112, AND `v TEL(817) 826-0211 - FAX (917)76 926-9.-. HENRY SUGGS SURVEY, A-1414 P.O. eox 11374 aYE so FREEwAr FOR FOwORtll,TE1f�S 76110 GRAPEVINE, TARRANT COUNTY, TEXAS E Q 'ta�-crom(wA& M RF 1\2 BENT EASEMENT AREAMa 0 w9ti' - 0 X BY SEPARATE DOCUMENT 0r��tG4:'p'L�S G Q 4 I �tA4�A POINT �ti G BEGINNIN Q � m J J. C MENGR 9S$ $�e$I \ + E: 2415688.18 r SL;fRZ1EY A-1194 .�, r N 55 55' "E Fin 5 535'25 R4 ,45 10"W y ST R4 MON Dj RIGHT-OF-WAY EASEMENT 27.531 ACRES OF LAND 0'0 OT MON FNDG ( 191999242 SQ. FEET) a� {410.02 Fr. RT. SENTE 83E STA.$20+1 � 115.51 ACRES / I CITY OF FORT WORTH VOL 5407, PG. 124 JOHN C. MM k0 { I D.R.T.C.T. SURVEY, A-433 r^ A+i�ry — TLJE�CRI4T r ——————————— _— —— 5L7 yftLElaeStic�omponll—-- N AIRFIELD DR 8 MATCH LINE, COMBINED SURFACE' c3► �` PAGE 10 OF 18 aNz � `'PAGE 11 OFr 18' o j SCALE FACTOR 1 TRACT 15 ; >ti ,r* USED FOR THE �ITY OF 0AL ` - VOL 5590, PG. 339 ti p� 114 PROaECT-1.00012 D.R.t.o.T. foil ou / .0 L_,. C J \\ off,r��eo Sump.-m. SURv LINE ,�. HEARING BASE: SLUM, A-112 CELE 1"=200' NAD 83: TX83 NCFf �� MAY z ,�'2oi6 / FXHIBI�r MAP OF COPYRIGIITS; SIGHT-OF-WAY EASEME ' BRITTAIN & CRAWFORDI LOCATED IN ! �j- LAND SURVEYING h TOPOGRAPHIC MAPPING JOHN C. DUNN SURVEY, A-433, J. -�-RYSTIAN G0LEB[FWSKIv FIRM CEMFICATION# I0I9000 .. ................<,71..f TEL (817) 926-0211 FAX (817) 926-9347 C. OWEN SURVEY, A-1194, WILLIAM F 8400 : P.Q BOX 11374 . 3908 SOUTH FREEWAY BRUTON SURVEY, A-112, AND FORT WORTH. TEXAS 76110 -1,vo SVR 4 EMAIL: admivftdttoin-cmwford.ccm HENRY SUGGS SURVEY, A-1414 was www ritidn-nowlQr"— I s^ GRAPEVINE, TARRANT COUNTY, TEXAS PARCEL No DFW2 rj.\ RYSTIAN" PROJECTS',STATESIDE-OfW\DFWI DF'W2-ESMT-5-2016-SURFACE dwq - --- _ __ PAGE 10 OF 18 99 ! O — ,; EXHIBIT N 1 V5� MATCH LINE-, PAGE 10 OF 18 M 'PAGE 11 OF 18 Q Q TRACT 13 CITY OF DALL S� VOL 5390, PO. 39``` 1 !/�/u t c• �Y�V � •' D.R.T.C.T. p� !/��h A-1194 i SURk'FY UI /—.-7" - -.m _. __ ! J JJ 2.748 ACRES CITY OF FORT WQ RtH O ` !! ! �` J Q : • VOL 5643, PG. �5�./ O C) T.0 O.R. .L ip ell � L12 5r,3E L 14 x L1 a. --woo ✓ I -� L12 C' L120~ , r BRUICN LIU) ,, SU=, A-112 oo y 44 y� o FAA14.22 #a AiRPO 7 �i iR LAttC£ R AR r, L23 r — ♦ ! t MATCH LINE PAGE 11 ..of 18 CBEARING BASE SI"=2 3: TX83-NC IA:tiII11 I'[' MAP OF sy COPYRIGHTS: RIGHT—OF—WAY EASEMENT BRITTAIN & CRAWFORD LOCATED IN LAND SURVEYING & TOPOGRAPHIC MAPPING JOHN C. DUNN SURVEY, A-433, J. �Kv5rurr G 1 FIRM CERTIFICATION# 1019000 � '.y..""'.............. =' TEL(017)926-0211 — FAx (817) 926-9347 C. OWEN SURVEY, A-1194• WILLIAM , %�� 6400 �;* S P.O. BOX 11374 • .3908 SOUTH FREEWAY BRUTON SURVEY, A-112, AND ! `' '<q"'tiNF551°• O� "' FORT WORTH, TEXAS 70110 'IR 0 SU - L: EMMatlmin0Wttoin—crowfote.com HENRY SUGGS SURVEY, A-1414 " -WEBSITE: m GRAPEVINE, TARRANT w 1 COUNTY, TEXAS 'PARCEL No DFW2 KGs ykRYSTIAN PR0JECTS STATES1 0FV�,iWW—1 DFW2-ESMT-6 - - IIRFACE.d �,�� PAGE i i OF 18 L23 E HIPIT ' A" , 1 MATCH LINE PAGE 11 OF 18 {✓ ` PAGE 12 OF 18 CITY OF DALLAS �f ♦ h TRACT 14 Y VOL. 6252, PG. 964 r� ♦ 1� A D.R.T.C.T. _ ♦ \ a c� VQI G..V �O ♦ '♦ ` d J N h ♦ , o ©moo TRACT 15, 53.58 ACRES �� �$ Q;> VOL. 6252, PG. 964 ♦ ' D.R.T.C.T. ♦ �, 1001, L i l if `� \♦ L11 tY l ♦ 1 l f�8 ♦ � i TITTy^`�T GRAPEVINE CREEKWILLIAM 1J 1�.AV -- IA-112 - S�[7RVEY, L10 L 10 C Q (--------- ------- L104 � I' — L———— ——— -------► L10 -- FEARING BASE; MATCH LINE_.-_. PAGE 12 OF 18 CALF 1"=200' NAD_ 8 TX83—I CI' _ PAGE 157 of 18 X111131 T MAP OF - ,.a' °PH0C" RIGHT—OF—WAY EASEMENT f BRITTAIN & CRAWFORD LOCATED IN LAND SURVEYING & .. TOPOGRAPHIC MAPPING JOHN C. DUNN SURVEY, A-433, J. -KRYSTIAN GO BIEN3 FIRM CER77FICA790Nf 1010000 TEL (817)928-fY211 - FAx (817) 926-9347 C. OWEN SURVEY, A-1194, WILLIAM ;, 6400=p.; P.G. BOX 11374 . 3908 SOUTH FREEWAY BRU TON SURVEY, A-112, AND FORT WORTH. TE)M 76110 -x S t.} +,� s,a EMAIL: a^s»^1 ^-aa fwd.tom HENRY SUGGS SURVEY, A-1414 ` WFf�4TL w�brittdn-erorferd.eom GRAPEVINE, TARRANT COUNTY, TEXAS PARCEL No c xR SriaM I , TaT s�D€= ,DFWI DFW2-ESMT-5-2016-5URFAC€dwg PAGE 12 OF 18 1 e.. 5ERV1Cf a� :� = w I MATCH LINEAGE 12 OF 18 PAGE 13 OF 18 -- L10t) L99' WILLIAM BRUrM SU , A-112 Liz RVEY 'S �,. L33 ; r, - 1 mss' a.. r � L37 _ -- Q CITY OF DALia) TRACT 16 ///////// r `' VOL 6252, PG. 984 O.R.T.C.T. co fill i , .,( '' '' ?�,,' i' �� SOA _.._..-'�.-•i � � r i• ^,\ C) L a — - INTEPNATIMAL JJ� PKWY CROSSUNDER �' i� �II 39 ttt ! s ;r_ MATCH LINE PAGE 13 OF 18 BEARING BASE: • H PAGE 14 OF 18 �i L I"=200 NAZI 83. TX83—NCF EAPIBIT MAP OF COPYRIGHTS: O FIGHT—OF—WAY EASEMENT wP GiERf•tifl' BRITTAIN &CRAWFORD � �•� LAND SURVEYING LOCATED IN & aKRY.......•GOIEBIF11rSK{� TOPOGRAPHIC MAPPING JOHN C. DUNN SURVEY. A-433, J. ,••Y TIAN ••••• ,••TS I, FIRM CEMPICATIONO 1010000I 9-EL (817) 926-0211 - FAX (817) 028--9347 C. OWEN SURVEY, A-1194, WILLIAM II , 6-400-- -i t' P.U. BOX 11374 • 3908 SOUTH FREEWAY BRUTON SURVEY, A-112, AND I 'c`�q'•°:;e;s,'.°o''oQ' E ram�e9drivaIXrtASc7magord.caw 6110 i � l HENRY SUGGS SURVEY, A-1414 $"¢v GRAPEVINE, TARRANT COUNTY, TEXAS PARCEL No DFW2 –- -- L G:`jk-YYSTIAN[ PROJECTS STATESIDt–OF DLrW 6]W1 -- -Ac- PAGE 13 OF 18 MATCH LINE PAGE 13 OF `1B PAGE 14 OF 18 a L9� — WI BR" 5 SURA, A.-112 L41 H „ L93 — ._- CITY OF DALLAS �0 ; � 4h. TRACT 16 ! VOL. 6252, PG. 964 � LDS " ! ' D.R.T.C.T. a I i • i 187 ; r > HFN Y SUGGS A-1414tifi .3 OD � � ,iy (. � r` ���� �E �� •fit r - CITY OF DALLAS a TRACT 17 I VOL, 6252, PG. 964__ D.R.T.C,T, MATCH LINE PAGE 14 OF 18' PAGE 15 OF 18B TAXIWAY Y @l f2 0 BEARING BASE: ® __ SCALE I"=200' NAA 83s TX83—NCF _.. L7 EXHIBI`1' MAF OF �,.z..;.;. COPYRIGHTS: .••p RIGHT-OF-WAY EASEMENT ,ST[•S BRITTAIN & RAWFORD LOCATED IN yP�`G e. LAND SURVEYING k TOPOGRAPHIC MAPPING JOHN C. DUNN SURVEY, A-433, J. KRYSTIAN•GOLEB.. S FIRM CERTIFICATION 1018000 "�""""••"""""�"'4f 4 s400 66 TEL (817) 926-0211 - FAx (917) 926^8347 C. OWEN SURVEY, A-1194, WILLIAMpp �+A �+ t A ''••R t*:eP f' P.O. BOX 11374 • 3908 SOUTH FREEWAY BRUTON SURVEY, A-1lei, AND � �y QFESS;�•'O�F FORT WORTH, TEXAS 76110 ••$ R'j EAFAII: 0dmin dttcm-cmwford.com HENRY SUGGS SURVEY, A�-1414 WEH9ITE WMM hrittoin—crawford.com GRAPEVINE, TARRANT COUNTY, TEXAS PARCEL No DEW2 G:\KRYSTIAN\PROJECTS\STATESIDE-DFW\DFWI DFW2-ESMT-5-2016-SURFACE.dwg PAGE 14 OF 18 MATCH LINE PAGE 14 OF 18 EXHIBl ' PAGE 15 OF 18, [H 50 0 TAXIIWAY Z ——————————————— CA X55 56 7 57 A L75 III- :-%pvlci RRb CROSSUNDER 0 HENRY SUMS h I A A-1414 L60 w CQ CITY OF DALLAS CITY OF DALU'.., TRACT 11TRACT I I PG. 964 VOL $252, PG. 9" VOL. 6252,z D.R.T.C.T. r, ,�I.63 1--3 D.R.T.C.T. z -:-�SKYLINK > L69 jw mr AN U -0112"t U.S. custorms c iL A rx LJ 23IM17 2 C) Om TRwEL CELLULAR NORT4 TOWER) CITY OF FORT WORTH' VOL. 4688, PG. 730Lr'/ ci D.R.T.C.T. GITY OF DALLAS, TRACT 4 VOL. 5070, PG. 935 B EA Rl N G B A E '�-'&RPD 60p t)I fE s D.R.T.C.T. . 'N: ?01557546 1 ;-- SccQ 1 2 F L61 NAD 83: TX83�NC 16150,78 COPYRICHrS- EXHIBIT RIGHT-OF-WAY EASEMENT! BRITTAIN &CRAWFORD LAND SURVEYING & LOCATED IN ........... ........ TOPOGRAPHIC MAPPING JOHN C. DUNN SURVEY, A-433, J. KRYS71AN GOLEDW*�kl FIRM CERTIFICATION/ I y 0 C. OWEN SURVEY, A-1194, WILLIAM \"'"a......6-70--.0......... .. DT'L (317)926-021 FAX (817) "nam-1 Vp .0" % P.O. BOX 11374 • 3908 SOUTH FREEWAY BRUTON SURVEY, A-112, AND N " FORT WORTH. TEXAS 76110 b&�k VQUR Ems: aWvi~tt"-cr&&fw I HENRY SUGGS SURVEY, A-1414 �roGRAPEVINE, TARRANT COUNTY, TEXAS PARCEL No DFW2 G.,,,KRYSTIAN'\PROJECTS\STATESIDE—Df-A'\DFWI OFW2—ESMT-5-2016—SURFACEdwg PAGE 15 OF 18 EASEMENT DFW2 CALL TABLE EXHIBIT 99 A 99 Course _ Bearing Distance L26 Rad: 2029.09 Are: 287.63 L1 N 5506"" E 80.34' Tan: 144.06' CA: 8007'19" L2 S 39021'52" E 212.05 Chd: S 39°35'50" E 287.39' L3 Rad: 3939.06T- Are: 149.51 L27 S 13020'32" E 176.90 Tan: 74.76' CA: 2010'29" L28 Rad: 1969.09 Are: 282.09 Chd: S 38°37'51" E 149.50' Tan: 141.29' CA: 8'12'29" L4 Rad: 1950.08 Arc: 428.55 Chd: S 26039'38" E 281.85' Tan: 215.14' CA: 12°35'29" 129 S 67-44'04" W 48.10 Chd: S 30°52'46" E 427.69' L30 Rad: 1960.08 Are: 424.94 L5 S 90'00 00 E 28.13 Tan: 213.30' CA: 12°25'17" L6 S 29025 47 E 156.15 Chd: S 16°22'24" E 424.11' L31 S 06021 1 35" L7 S 05°31 52 L32 S 84°47 115 E 40.98 E 1 . ' L8 S 11'49 22" E 84.,82 W 100.0000_ L9 S 19°13 02 E 330.90 L33 Rad: 1909.09 Arc: 42.22 L10 S 19035'38" E 250.45 Tan: 21.11' CA: 1°16'01" Lll S 16.09'37 E 71.32 Chd: S 04°12'33" E 42.22' L12 S 30°0056 W 17.24 € L34 Rad: 2593.35 Are: 110.17 Tan: 55.09' CA: 2°26'02" L13 S 06-36'39" E 17.24 Chd: S 02°13'16" E 110.16' L14 S 16°00 48 E 55.73 L35 N 88°36 23 E 8.83 L15 S 89'42 40 E 16.10 L36 S 0(r32'36" E 245.18 Lib S 160 12'l 7 E 65.67' L37 S 89°27 24 W 8.50 L17 S 37°I 1 23 E 107.14 L38 S 00°32 36 E 650.49 L1 5 17"43 E L39 N 89°27 24 E 8.00 L199 Rad: 1855..00 Arce:: 9 900..13 L40 S 00°32 35 E 219.56 Tan: 46.22' CA: 31'17'46" IA 1 N 89°27 24 E 21.29 Chd: S 33"22'50" E 89.01' L42 S 00°32 36 E 115.08 L2S 49°01 43 E 75.14 L43 S 01058'46r-E 150.05 L211 S 37°19 37 E 78,66 L22 Rad: 1323.16r-- Are: 145.25 L44 S 03024'57" E 74.71 Tan: 72.70' CA: 6.17'23" L45 N 86"35 03 E 35.OD Chd: S 39°39'30" E 145.18' L46 S 03024 57 E 157.38 L23 Rad: 2848.47 Arc: 187.93 L4S 17°03 59 E 69.07 Tan: 94.00' CA: 3046'49" L488 S 17°5015 E 74.0! L49 Rad: 379.00' Arc: 98.07 Chd: S 45°22'23" E 187.90' Tan: 49.31' CA: 14'49'31" 124 S 46036'40" E 500.23'-- Chd: S 10°25'27" E 97.79' L25 Rad: 3731.30 Are: 204.57 L50 S 03000'41E 95.53 Tan: 102.31' CA: 3008'29" L51 S 00022'l 11"--E 201.82 Chd: S 45036'33" E 1 204.55' 52S 0D"fig 47" E 109.87 L53 _ S _00°35 23 E 546.21 BEARING BASE: CALE 1"=200' NAD 83: TX83-NCF T.B.C. ON NEXT PAGE EXHIBIT MAP OF .. COGYR,Gi T%: RIGHT-OF-WAY EASEMENT •�� -ST T ..: � �,�P:�1sT[R�^•.;h v. BRITTAIN & CRAWFORD LOCATED IN t��` * °\"P" LANs suRvrlNc & JOHN C. DUNN SURVEY, A-433, J. o .• �•� KKRYSTIAN GOLEBIEWSKIF y i - TOPOGRAPHIC MAPPING `�•• ..................... •••.................y•r� I ' _ FIRM CERTIFICATION# 1019000 C. OWEN SURVEY, A-1194, WILLIAM 64001p ap j TEL (617) 926-0211 - FAX (617) 926-9347 BRUTON SURVEY, A-112, AND �q'•O......U R •{o�A' P.O,. BOX 11374 , 3906 SOUTH FREEWAY !,�p 5 - FORT WORTH, TEXAS 761 EMAIL: adminOorilton erortord com 4 HENRY SUGGS SURVEY A-1414 "` '� ��W� � � � -n-• FORT WORTH, TARRANT COUNTY, TEXASPARCEL No DF'W2 PAGE 16 OF 18 CONTINUATION FROM PREIVOUS PAGE EXHIBIT "Ap' EASEMENT OFW2 CALL TABLE Course Bearing Distance L75 Bad: 11490.00_._-.- Are: 49.29 L54 Rad: 13189.04 Are: 49.47"-­- Tan: 24.64' CA: V14'45" Tan: 24.74' CA: 0012'54" Chd: N 00°56'22" E 49.29' Chd: S 00030'41" E 49.47' L76 Rad: 5719.65 Are: 112.19 L55 Rad: 5962.22 Are: 102.12 Tan: 58.10' CA: 1'07'28" Tan: 51.06' CA: 0'58'53" Chd: N 00°12'55" E 112.19' W 102.12" L77 Rad: 11490.001Are: 49.28 Chd: S 00008,10,* L5B Rad: 10977.72 Are: 42.20 Tan: 24.64' CA: 0'14'45" TChd: N 00030'31" W 49.28' Tan: 21.10' CA: 0'13'13" L78 N 00°3523 Chd: S 00046'12" W 42.20' W 398.12 L57 S 89.02 58 E 20.00 L79 S 89'24 37 W 27.00 L58 S OQ°51 43 W 40.09 L80 N 00035'23" W 204.05 L59 N 88°58 46 W 40.63 L81 N 01°18 30 W 125.12 L82 N 03'2217 W 20 L60 S 01°01 14 W 67.73 9.47 L$3 S 88°35 L81 Rad: 11490.00 Are: 49.20 03 W 48.OQ L84 N 03°2457 W 183.12 Tan: 24.60' CA: 0.14'43" Chd: S 00°56'23" W 49.20' L85 N 16.17 27 W 185.17 L62 Rad: 5699.65 Are: 107.65 LL8677 N N 89.39 89. 3624 E 8.14W 192.41 Tan: 53.83' CA: 1°04'56" 3 Chd: S 00°_14'11" W 107.65' L88 N 03°30 00 W 85.26 L L63 Rad: 11490 00 Are: 49.20 N 48°30 00 W 33.39 Tan: 24.60' CA: 0.14'43" L9900 N 03°30 00 W 19.96 Chd: 5 00028'01" E 49.20' L91 N 41°30 QQ E 33.39 L64 S 00°32 53 E 104.45' L92 N 03'30 00 W 22.63 L65 S 89'27 07 W 6,42 L93 N 00024'03" W 69.08 L66 S 00°32 53 E 515.45 L94 N 08014'28" E 65.73 L67 S 89027'07" W 30,00 L9N 00.32 36 W 635.00 L68 N 00"32 53 W 515.45 L986 N 00032136w-W 244.35 L69 S 89.27 07 W 3,58 L97 Rad: 3734.34 Are: 198.95 L70 N 00032'53" W 104.45 Tan: 99.50' CA: 3.03'09" L71 Rad: 11530.00 Are: 49.37 Chd: N 01°32'25" W 198.92' Tan: 24.68' CA: 0014'43" L98 Rad: 1890.08 Are: 203.53 Chd: N 00°28'01" W 49.37' Tan: 101.86' CA: 6.10111" L72 Rad: 5739.65 Are: 108.40 Chd: N 06037'39" W 203.43' Tan: 54.20' CA: 1.0456" L99 N 32003'09" W 16.61 Chd: N 00014'11" E 108.40' L100 S 79049'13" W 18.75 L73 Rad: 11530.00 Are: 49.37 L101 Rad: 1865.08 Are: 404.31 Tan: 24.69' CA: 0014'43" Tan: 202.95' CA: 12.25'14" Chd: N 00.56'22" E49.37' Chd: N 16°23'24" W 4_03.52' L74 N 01-01-14" E 103.98' L102 S 67'44 04 W HEARING BASE• GALE 1"=200' NAD 83: TX83-NGF T.B.C. ON NEXT PAGE EXHIBIT MAP OF � G� YF:�,t1 RIGHT-OF-WAY EASEMENT, BRITTAIN & CRAWFORD, �Pr GtSTeR�°y LOCATED IN �, [AND SURvsYINc a� 9 JOHN C. DUNN SURVEY, A-433, J. """"`•••`»•`"•»�- IGRYSTIAN GOIEBIEWSIClr+: TOPOGRAPHIC MAPPING v..<-<.»».........»Y.. - FIRM CBRTMCATION/ 1019000 IC. OWEN SURVEY, A-1194, WILLIAM 4 6400 TEL (617) 926-0211 - FAX (biz) 926-9347 BRUTON SURVEY, A-112, AND P.O. BOX '1374• 3906 SOUTH FREEWAY + �/�`'• Vq FORT TEXAS 76110 HENRY SUGGS SURVEY A-1414 ' EMAIL:.: admtnOmin6 Erittdn-crowforA.com • S' ' brit5ran- FORT WORTH, TARRANT COUNTY. TEXASPPARCEL No DFW2 PAGE 17 OF 18 EXHIBIT 99A" Course Bearing Distance L103 Rad: 1820.08 Are: 101.79 L122 N 73050'23" E 20.00 Tan: 50.91' CA: 3012'15" L123 N 16"09 9-7--m W 288.03 Chd. N 24012'38" W 101.77' L124 N 10030'22" W 400.91 L104 S 64"32 16 W 22.49 L125 Rad: 1878.70 Are: 193.55 L105 N 25027'44- W 20.00 Tan: 96.86' CA: 5°54'10" L106 N 64032'16" E 22.25Chd: N 19°47'59" W 193.46' L107 Rad: 1820.08 Are: 207.12 L126 N 22049'29" W 105.21 Tan: 103.67' CA: 6"31'12" L127 N 90000'00" E 24.55 Chd: N 29"42'09" W 207.01' L128 Rad: 1870.08 Are: 374.21 L108 N 54044'08" W 149.50 Tan: 187.73' CA: 11.27'54" L109 Rad: 1770.08 Are: 99.29Chd: N 31026'34" W 373.58' Tan: 49.66' CA: 3.12'50" L129 Rad: 3859.00 Are: 146.45 Chd: N 39004'04" W 99.28' Tan: 73.23' CA: 2'10'28" L110 N 48029'33" W 40.04 Chd: N 38"38'18" W 146.44' L111 Rad: 1765.08 Arc: 50.80 L130 N 39"21 52 -W -219.45' Tan: 25.40' CA: 1.3856" Chd: N 42047'13" W 50.80' L112 Rad: 4019.09 Arc: 192.40 Tan: 96.22' CA: 2.44'34" hd: N 45"37'51" W 192.39' L113 N 46&36'40" W 497.31 L114 Rad: 3042.63 Are: 198.18 Tan: 99.13' CA: 3.43'55" Chd: N 45023'29" W 198.15' L115 Rad: 1577.69 Arc: 174.65 Tan: 87.41' CA: 6.20'33" Chd: N 39"52'26" W 174.56' L116 N 23044'16" W 328.07 L117 Rad: 1537.69 Arc: 133.63 Tan: 66.86' CA: 4058'46" Chd: N 22012'46" W 133.59' L118 Rad: 3160.26Arc: 195.62 Tan: 97.84' CA: 3.32'48" Chd: N 17"22'18" W 195.59' L119 N 16009'37" W 38.39 L120 S 73050'23" W 20.00 L121 N 16009'37" W 60.00 BEARING BASE: COMBINED SURFACE SCALE FACTOR GALE 1"=200 NAD 83: TX83-NCF USED FOR THE PROJECT-1.00012 EXHIBIT MAP OF e COPYRIGHTS: RIGHT-OF-WAY EASEMENT %�°F F BRITTAIN &CRAWFORD LOCATED INyr� LAND SURVEYING do ..:.........................•h, JOHN C. DUNN SURVEY, A-433. J. "'U7 TIAN ULEBIEWSKIm TOPFIRM COGRAPHIC ERTIPICAT ON MAPPING 019oo0 C. OWEN SURVEY A-1194, WILLIAM �Y..* 6400 •r ' TEL (617) 926-0211 - FAX (817) 926-934` ' , le-& P.O. 90X 11374 • 3908 SOUTH FREEWAY BRUTON SURVEY, A-112, AND 1yo FORT WORTH. TEXAS 76110 EMAIL: odminObrittoin-.Cm 1.0rd.dom HENRY SUGGS SURVEY, A-1414 -- 9LE6'ST� www.prittpi,�crowLorp aom (FORT WORTH, TARRANT COUNTY, TEXAS PARCEL No DFW2 PAGE 18 OF 18