MINUTES OF A MEETING OF THE BOARD OF DIRECTORS OF TARRANT REGIONAL WATER DISTRICT HELD ON THE 21st DAY OF JULY 2015 AT 9:30 A.M. The call of the roll disclosed the presence of the Directors as follows: Present Victor W. Henderson Jack R. Stevens Marty V. Leonard Jim Lane Mary Kelleher Also present were Jim Oliver, Alan Thomas, Dan Buhman, Darrel Andrews, Darrell Beason, Steve Christian, Linda Christie, Wesley Cleveland, Randall Cocke, J. D. Granger, Tina Hendon, Rachel Ickert, Nancy King, David Marshall, Sandy Newby, Wayne Owen, Kirk Thomas and Louie Verreault. Also in attendance were George Christie, General Counsel for Tarrant Regional Water District (Water District); Ethel Steele, Hal Ray, Mike Atchley, and Jeremy Harmon of Pope, Hardwicke, Christie, Schell, Kelly & Ray LLP; Dudley Brown of Save Eagle Mountain Lake; Don McDaniel of TMG Imaging; Bill Mullican and Doug Varner of CDM Smith; Dick Fish of Lake Country POA; Denis QuaIls from the City of Dallas Water Utilities; Bill Paxton of Trinity River Communications JV; David Medanich of First Southwest; Stefan Schuster of MWH; Greg Welch of CH2M Hill; Christine Jacoby of JQ Infrastructure; Andra Beatty; Coy Veach of Freese and Nichols; Bill Pembroke of Parsons; and Van Kelley of Intera. President Henderson convened the meeting with the assurance from management that all requirements of the open meetings laws had been met.
1. All present were given the opportunity to join in reciting the Pledge of Allegiance. 2. On a motion made by Director Stevens and seconded by Director Leonard, the Directors voted unanimously to approve the minutes from the meeting held on June 16, 2015. It was accordingly ordered that these minutes be placed in the permanent files of the Tarrant Regional Water District. 3. With the recommendation of management, Director Henderson moved to approve the acceptance of a contribution in the amount of $35,000 from Andrews Distributing for sponsorship of Fort Worth s Fourth. Director Lane seconded the motion and the vote in favor was unanimous. 4. With the recommendation of management, Director Leonard moved to approve a contract with CDM Smith in the amount of $348,245 for a Business Case Evaluation of Aquifer Storage and Recovery (ASR). Funding for this contract is included in the Bond Fund. Director Kelleher seconded the motion and the vote in favor was unanimous. 5. With the recommendation of management, Director Leonard moved to approve the Contractor s Resolution on Authorized Representative as requested by the Texas Water Development Board as part of their process for SWIFT funding. This assurance declares that Sandy Newby and Ed Weaver with be the District s authorized representatives to act on behalf of Tarrant Regional Water District. Director Lane
seconded the motion and the vote in favor was unanimous. 6. With the recommendation of management, Director Stevens moved to approve the Contractor s Act of Assurance as requested by the Texas Water Development Board as part of their process for SWIFT funding. This assurance declares that the District will construct the, for which it will receive SWIFT funding. Director Lane seconded the motion and the vote in favor was unanimous. 7. With the recommendation of management, Director Kelleher moved to approve a contract with Whitmore and Sons, Inc. in the amount of $74,494.32 to provide services for construction of educational demonstration landscaping on the District s Fort Worth campus. Funding for this contract is included in the FY 2015 General Fund Budget. Director Lane seconded the motion and the vote in favor was unanimous. 8. With the recommendation of management, Director Lane moved to approve a contract with TMI Coatings, Inc. in the amount of $323,800 for the refurbishing of the Richland-Chambers spillway stop logs. Funding for this contract is included in the FY 2015 Revenue Fund Budget. Director Leonard seconded the motion and the vote in favor was unanimous. 9. With the recommendation of management, Director Stevens moved to approve a contract with the University of Texas at Arlington in the not to exceed amount of $1,051,676 for a seismic evaluation of Eagle Mountain Lake Dam. This is anticipated to
be a three-year study. Funding for this contract is included in the Bond Fund. Director Kelleher seconded the motion and the vote in favor was unanimous. 10. With the recommendation of management, Director Leonard moved to approve a contract with CH2M Hill in the amount of $3,044,922 for Operational Information and Operations Manuals for the. Funding for this contract is included in the Bond Fund. Director Stevens seconded the motion and the vote in favor was unanimous. 11. With the recommendation of management, Director Stevens moved to approve a contract amendment with CDM Smith in the not to exceed amount of $944,251 to produce final design and construction contract documents and Bid and Construction Phase Services for the Pressure ReductionControl Station that connects the Integrated Pipeline into the Kennedale Balancing Reservoir. Funding for this amendment is included in the Bond Fund. Director Lane seconded the motion and the vote in favor was unanimous. 12. With the recommendation of management, Director Lane moved to approve a Change Order with Garney Construction Company in the not to exceed amount of $646,888.66 to add construction improvements to CR NE 190 and electrical improvements associated with the access road from CR NE 190 to the interconnect facility. Payment for work under the Change Order will be based on unit pricing. Funding for this Change Order is included in the Bond Fund. Director Kelleher
seconded the motion and the vote in favor was unanimous. 13. With the recommendation of management, Director Lane moved to approve a contract amendment with HDR Engineering, Inc. in the amount of $425,527 for Cathodic Protection Systems engineering services for Bid Phase of Section 14 Pipeline and Construction Phase of the S2x12 Interconnect, Section 14 Pipeline, and Section 15.2 Pipeline of the. Funding for this amendment is included in the Bond Fund. Director Leonard seconded the motion and the vote in favor was unanimous. 14. Staff Updates Update on System Status Update on Water Quality Sampling National Water Quality Initiative Video 15. There were no persons from the general public requesting the opportunity to address the Board of Directors. The Board of Directors recessed for a break from 11:30 a.m. to 11:40 a.m. 16. The presiding officer next called an executive session at 11:40 a.m. under V.T.C.A., Government Code, Section 551.071 to consult with legal counsel on a matter in which the duty of counsel under the Texas Disciplinary Rules of Professional Conduct clearly conflicts with Chapter 551, Texas Government Code, and to conduct a private consultation with attorneys regarding pending or contemplated litigation (Monty Bennett v. Tarrant Regional Water District, Cause No. 153-264899-13, in the 1 53rd District Court
of Tarrant County, Texas, Cause No. 02-13-00354-CV, in the Second Court of Appeals, Fort Worth, Texas and Cause No. 15-0030 in the Supreme Court of Texas; Tarrant Regional Water District v. Lazy WDistrictNo. 1, eta!., Cause No. 2014C-0144 in the 3d District Court of Henderson County, Texas, Cause No. 12-14-00329-CV in the Twelfth Court of Appeals, Tyler, Texas and Cause No. 15-0117 in the Supreme Court of Texas; White House Cemetery Association v. Jasper and Evelyn Stevens and Tarrant Regional Water District, Cause No. 08001-CCL-15, in the County Court at Law No. I of Henderson County, Texas); and under Section 551.072 to deliberate the purchase, exchange, lease or value of real property. Upon completion of the executive session at 11:54 a.m., the President reopened the meeting. 17. With the recommendation of management, Director Stevens moved to grant authority to acquire permanent easement interests in, over, under, and across the following described property for the public use and purpose of construction and operation of the IPL Project by purchase or, if negotiations to acquire the property by purchase are unsuccessful, by the use of the power of eminent domain. The motion was made in the form provided by Chapter 2206, Texas Government Code, and indicated that it intended to apply to all the units of real property described below. Funding for this acquisition is included in the Bond Fund. IPL Parcel 335 A permanent easement interest in, over and across a 16.016- (Reed) acre tract of land situated in the A. Ferguson Survey, Abstract Number 350, and the W. Lockwood Survey, Abstract Number 647, Ellis County, Texas, and being more particularly described as a portion of that certain 338.582-acre tract of land conveyed to Reed Land Management Ltd. by instrument recorded in Volume 2010, Page 1095, Official Public Records, Ellis County, Texas, such tract being further
described in the survey plat for Parcel 335 attached hereto. An appraisal prepared by an independent, qualified real estate appraiser using standard accepted valuation techniques established the amount of $78,916 as just compensation for the above-described property. IPL Parcel 512 A permanent easement interest in, over and across a 6.317- (Blalock) acre tract of land situated in the Louis Powell Survey, Abstract Number 663, Navarro County, Texas, and being more particularly described as a portion of that certain 80.000-acre tract conveyed to Kerry Blalock by deed recorded in Instrument Number 00002396, Official Public Records, Navarro County, Texas, such tract being further described in the survey plat for Parcel 512 attached hereto. An appraisal prepared by an independent, qualified real estate appraiser using standard accepted valuation techniques established the amount of $45,919 as just compensation for the above-described property. IPL Parcel 513 A permanent easement interest in, over and across a (Galliford) 12.348-acre tract of land situated in the Louis Powell Survey, Abstract Number 663, Navarro County, Texas, and being more particularly described as a portion of that certain 210.738-acre tract conveyed to William T. Galliford and Sharron Hill Galliford by deed recorded in Instrument Number 00007647, Official Public Records, Navarro County, Texas, such tract being further described in the survey plat lor Parcel 513 attached hereto. An appraisal prepared by an independent, qualified real estate appraiser using standard accepted valuation techniques established the amount of $98,571 as just compensation for the above-described property.
Parcel 335 Page 1 of5 Property Description Being 16.016-acres (697,678 square feet) of land situated in the A. Ferguson Survey, Abstract Number 350 and the W. Lockwood Survey, Abstract Number 647, Ellis County, Texas, and more particularly that certain 338.582 acre tract of land conveyed to Reed Land Management Ltd., by instrument recorded in Volume 2010, Page 1095, Official Public Records, Ellis County, Texas, (O.P.R.E.C.T.), and being further described as follows: COMMENCING at 12 inch iron rod found for the northwest corner of said tract of land conveyed to Reed Land Management Ltd., said 12 inch iron rod being an interior corner in the south line of that certain tract of land conveyed to Lu Ann Aday, by instrument recorded in Volume 2513, Page 517, O.P.R.E.C.T., said 12 inch iron rod being an interior eli corner in the north line of said Abstract Number 647, said 12 inch iron rod also being the most southerly southwest corner of the J. Roberts Survey, Abstract Number 909; THENCE South 13 degrees 10 minutes 24 seconds East, along the common line of said Reed Land Management Ltd. tract and said Aday tract, a distance of 179.81 feet to a 58 inch iron rod with cap stamped GORRONDONA set for the POINT OF BEGINNING (N:6,813,966.774, E:2,461,335.004), said 58 inch iron rod with cap stamped GORRONDONA also being in Old Maypearl Road (+1-17 asphalt pavement) (no deed of record found); (1) THENCE South 72 degrees 39 minutes 26 seconds East, a distance of 4727.87 feet to a 58 inch iron rod with cap stamped GORRONDONA set for corner; (2) THENCE South 57 degrees 02 minutes 23 seconds East, a distance of 33.08 feet to a 58 inch iron rod with cap stamped GORRONDONA set for corner in the southerly line of said Reed Land Management Ltd. tract, said 58 inch iron rod with cap stamped GORRONDONA being in the northerly line of that certain tract of land described as Tract IV conveyed to Yancey Cunningham family, LP., by instrument recorded in Volume 2273, Page 941, O.P.R.E.C.T.; (3) THENCE South 61 degrees 01 minutes 59 seconds West, along the common line of said Reed Land Management Ltd. tract and said Yancey-Cunningham Family, LP. tract, passing at a distance of 5.69 feet, a 12 inch iron rod found for reference, in all, a total distance of 195.13 feet to a 58 inch iron rod with cap stamped GORRONDONA set for corner, from which a 12 inch iron rod found for an angie point in the southerly line of said Reed Land Management Ltd. tract bears South 61 degrees 01 minutes 59 seconds West, a distance of 860.06 feet, said 12 inch iron rod being an angle point in the northerly line of said Yancey-Cunningham Family, LP. tract; (4) THENCE North 72 degrees 39 minutes 26 seconds West, a distance of 4536.53 feet to a 58 inch iron rod with cap stamped GORRONDONA set for corner in the westerly line of said Reed Land Management Ltd. tract, said 58 inch iron rod with cap stamped GORRONDONA being in the southerly line of said Aday tract, said 58 inch iron rod with cap stamped GORRONDONA also being in said Old Maypearl Road; EXHIBIT A-i
feet) of land, more or less. of 174.12 feet to the POINT OF BEGINNiNG and containing 16.016-acres (697,678 square Land Management Ltd. tract and said Aday tract, and with said Old Maypearl Road, a distance (5) THENCE North 13 degrees 10 minutes 24 seconds West, along the common line of said Reed Page 2 of 5 Dated: Texas Registration No. 5254 R stered Profession Land Surveyor Specifications for a Category 2, Condition IV Survey This survey substantially complies with the current Texas Society of Professional Surveyors Standards and Except as shown on the survey: (i) there are no visible encroachments upon the subject property by visible improvements on adjacent property, (ii) there are no visible encroachments on adjacent property, streets or alleys by any visible improvements on the subject property, and (iii) there are no visible conflicts or discrepancies. if any, and shows the location of all visible easements and rights-of-way and the rights-of-way, easements and notes shown on this survey and is true and correct according to the standards of the Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundaries and areas of the subject property and the size, location and type of buildings and improvements, Company, with an effective date of August 8, 2012, issued date of August 20, 2012 GF # 1207088 affecting the Guaranty Company, Tarrant Regional Water District, that a survey was made on the ground as per the field other matters of record as listed in Schedule B of the Commitment for Title issued by Stewart Title Guaranty subject property and listed in Exhibit A-i attached hereto. I do certif on this 17th day of August, 2012, to Ellis County Abstract and Title Company, Stewart Title NOTE: Plat to accompany this legal description. factor 0.999946003 0. NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202) North American Datum (NAD83)(2007) with all distances adjusted to surface by project combined scale Parcel 335
- J. ROBERTS SURVEY ABSTRACT 909 PC PARCEL 333 CU ANN AI3AY VOLUME 2513, PAGE 517 O.P.R.E.C.T. PARCEL 335 LEGEND = MARKER FOUND AS NOTED o = 58 IRS WITH CAP STAMPED GORRONDONA = POWER POLE 1 -I- \ \ 13 10 24 E 179.81 REED LAND MANAGEMENT LTD. VOLUME 2010, PAGE 1095 O.P.R.E.C.T. CALLED 338.582 ACRES \ -- \ N 13 1O 24 W 174.12 SEE DETAIL \ PARCEL 335 16.016 AC. 697,678 SQ. FT. I. N I. U U (I) \ \ g. - NM. FOUND W. LOCKWOOD SURVEY ABSTRACT 647 U U U) DETAIL A NOT TO SCALE \ \ A. FERGUSON SURVEY ABSTRACT 350 N NOTE: KNOWN UNDERGROUND UTILITIES SHOWN ARE QUALITY LEVEL 9 AND D SUE (08202012) NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT \ 400 200 0 GRAPHIC SCALE IN FEET I = 400 tj 400 GORRONDONA & ASSOCIATES, INc. 7524 JACI< NEWELL BLVD SOUTH FORT WORTH, TEXAS 76118 PHONE (817)496 1 424 FAX (617)496 1768 PRO] NO: SCALE; 1 400 DATE: 09 24 2012 DRAWN BY: CA CHECKED BY: JB REViSED DAlE: 0 16 2012 EXHIBIT A SEGMENT 14, PARCEL 335 REED LAND MANAGEMENT LTD. INTEGRATED PIPELINE PROJECT BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM -. r (NAD83)(2007) WITH ALL DISTANCES ADJUSTED TO - SURFACE BY 3 PRO.JECT COMBINED SCALE FACTOR 0.9999460030
\ \ PARCEL 335 LEGEND MARKER FOUND AS NOTED REED LAND MANAGEMENT LTD. VOLUME 2010, PAGE 1095 O.P.R.E.C.T. CALLED 338.582 ACRES W. LOCKWOOD SURVEY ABSTRACT 647 \ \ \ W. STEWART ABSTRACT SURVEY 956 o = IRS WITH CAP STAMPED GORRONDONA 58 = POWER POLE 7-7 7 FENcE LINE PARCEL 335 16.016 AC.,697,678 SQ. FT. I & I \\ NICK HESTER AND KAYLA 0. HESTER VOLUME 2083, PAGE 2251 O.P.R.E.C.T. I H WATER VALVE E LINE IRL PARCEL 338 ALVA C. CALVERT. JR. AND SUZANNE I. CALVERT VOLUME 2161. PAGE 1739 OP. R.E.C.T. 9 A. DETAIL B NOT TO SCALE FERGUSON SURVEY ABSTRACT 350 7 12 7 IRV. -7 195.13 IPL PARCEL 337 TRACT IV YANCEY CUNNINGHAU FAMILY, CR. VOLUME 2273, PAGE 941 O.P.R.E.C.T. w BUENA SISTA-BETHEL SPECIAl. U1JTY DISTRICTWATER LINE LEVEL 0 SUE S 5T02 23 E 33.08-7 PC PARCEL REMAINDER 339 OF SECOND TRACT JAMES HARRY HITT, TRUSTEE OF THE FANNIE HITT ESTATE TRUST VOLUME 2413, PACE 1609 O.P.R.E.C.T. N S 61 O1 59 195.1 3\ NOTE: KNOWN UNDERGROUND UTILITIES SHOWN ARE QUALITY LEVEL B AND D SUE NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT CORRONDONA & ASSOGIATES, INC. 7524.ACK NEWELL BLVD. SOUTH FORT WORTH, TEXAS 16118 PHONE (81 7)496 1424 FAX (817)496 1768 PRO] NO: SCALE: 1 400 DAlE: 09 24 2012 DRAWN BY: CA CHECKED BY: lb REVISED DATE: 10 15 2012 (08202012) SHEET PROJECT TITLE 400 EXHIBIT 200 GRAPHIC SCALE IN 1 = 400 A SEGMENT 4, PARCEL 335 REED LAND MANAGEMENT INTEGRATED PIPELINE PROJECT BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM (NAD83)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY PROJECT COMBINED SCALE FACTOR 0.9999460030 FEET LTD.
Parcel 512 Page 1 of5 Property Description Being 6.3 17 acres (275,181 square feet) of land situated in the Louis Powell Survey, Abstract Number 663, Navarro County, Texas and more particularly that certain 80.000 acre tract conveyed to Kerry Blalock by deed recorded in Instrument Number 00002396, Official Public Records, Navarro County, Texas (O.P.R.N.C.T.), and being further described as follows: COMMENCING at the most Southerly corner of said Blalock tract, being in the Northwesterly line of that certain tract of land conveyed to Randall 3. Bancroft and wife, Karen A. Bancroft by deed recorded in Volume 1452, Page 771, Deed Records, Navarro County, Texas (D.R.N.C.T.), and Volume 1575, Page 741, D.R.N.C.T., being in County Road NE 3130, variable width rightof-way (No Deed of Record Found) from which a found 3. 8 inch iron rod bears N 31%5 28 W, a distance of 3 1.28 feet; THENCE N 32 07 38 W, departing said County Road NE 3130 and along the Southwesterly tine of said Btalock tract, a distance of 1,957.51 feet to the most Westerly corner of said Blalock tract, being in the Southeasterly line of that certain tract of land conveyed to Wittiam Alan Payne and spouse, Vicki Lee Payne by deed recorded in Volume 1493, Page 222, D.R.N.C.T., and being in the Northwesterly line of said Louis Powell Survey and the Southeasterly line of the R.H. Matthews Survey, Abstract Number 586; THENCE N 57 28 26 E, along the Northwesterly line of said Blalock tract and said Louis Powell Survey and the Southeasterly line of said Payne tract and said R.H. Matthews Survey, a distance of 567.81 feet to a set 58 inch iron rod with TranSystems cap for the most Westerly corner and POINT OF BEGINNING of the tract herein described (N: 6,764,606.699, E: 2,657,232.879 Grid); (1) THENCE N 572$ 26 E, continuing along the Northwesterly line of said Blalock tract and said Louis Powell Survey and the Southeasterly tine of said Payne tract and said R.H. Matthews Survey, and along the Westerly line of the tract herein described, a distance of 272.65 feet to a set 58 inch iron rod with TranSystems cap for the Northwesterly corner of the tract herein described; (2) THENCE N 8605 0l E, departing the Northwesterly line of said Blalock tract and said Louis Powell Survey and the Southeasterly line of said Payne tract and said R.H. Matthews Survey and atong the Northerly line of the tract herein described, a distance of 198.29 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (3) THENCE S 79 50 18 E, continuing along the Northerly line of the tract herein described, a distance of6l8.55 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (4) THENCE S 70 35 II E, continuing along the Northerly line of the tract herein described, a distance of 315.06 feet to a set 58 inch iron rod with TranSystems cap for an angle point; EXHIBIT A-2
Parcel 512 Page 2 of 5 (5) THENCE $ 6259 I 8 E, continuing along the Northerly line of the tract herein described, a distance of 372.31 feet to a set 58 inch iron rod with TranSystems cap for the point of intersection with the Northeasterly line of said Blalock tract and the Southwesterly line of that certain tract of land conveyed to William T. Gatliford and wife, Sharron Hill Galliford by deed recorded in Instrument Number 00007647, Official Public Records, Navarro County, Texas (O.P.R.N.C.T.), and being the Northeasterly corner of the tract herein described; (6) THENCE S 3ldl9?0l E, along the Northeasterly tine of said Blalock tract and the Southwesterly line of said Galliford tract and along the Easterly line of the tract herein described, a distance of 228.93 feet to a set 58 inch iron rod with TranSystems cap for the Southeasterly corner of the tract herein described; (7) THENCE N 85 02 14 W, departing the Northeasterly tine of said Btalock tract and the Southwesterly line of said Galliford tract along the Southerly line of the tract herein described, a distance of 62.20 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (8) THENCE N $3 09 Sl W, continuing along the Southerly line of the tract herein described, a distance of 62.20 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (9) THENCE N 62 59 18 W, continuing along the Southerly line of the tract herein described, a distance of 440.15 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (10) THENCE N 70 35 ll W, continuing along the Southerly line of the tract herein described, a distance of 290.76 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (11) THENCE N 79 50 18 W, continuing along the Southerly line of the tract herein described, a distance of 591.47 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (12) THENCE N 89 20 52 W, continuing along the Southerly line of the tract herein described, a distance of4l2.14 feet to the POINT OF BEGINNING, containing 6.317 acres (275,181 square feet) of land, more or less.
Parcel 512 Page 3 of 5 NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (NAD $3)(2007) with all distances adjusted to surface by project combined scale factor of 0.9999460030. NOTE: Plat to accompany this legal description. I do certify on this 19th day of February, 2015, to Corsicana Title & Abstract Company, LLC, Commonwealth Land Title Insurance Company and Tarrant Regional Water District, that a survey was made on the ground as per the field notes shown on this survey and is true and correct according to the standards of the Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundaries and areas of the subject property and the size, location and type of buildings and improvements, if any, and shows the location of all visible easements and rights-of-way and the rights-of-way, easements and other matters of record as listed in Schedule B of the Commitment for Title issued by Commonwealth Land Title Insurance Company, with an effective date of January 15, 2015, issued date of January 26, 2015, GF # CTI2-1 138-C affecting the subject property and listed in Exhibit A-I attached hereto. Except as shown on the survey: (1) there are no visible encroachments upon the subject property by visible improvements on adjacent property, (ii) there are no visible encroachments on adjacent property, streets or alleys by any visible improvements on the subject property, and (iii) there are no visible conflicts or discrepancies. This survey substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey. Richard R. Dorr Registered Professional Land Surveyor Texas Registration Number 4780 Dated: 02i 9It
R. H. MATTHEWS SURVEY ABSTRACT 586 PARCEL 512 (PC PARCEL 5(0 WILLIAU ALAN PAYNE AND SPOUSE. VICKI LEE PAYNE VOl.. 1493. PG. 222 D.R.N.C.T \ \ KERRY BLALOCK INST. #00002396 0. P. R. N.C.T. CALLED 80.000 ACRES 512 PARCEL 6.317 AC. 275,161 SO. FT. -. _.4 P.O.C. 38 (PF EARS N31 15 28 31_ (PC PARCEL 920 RANDAl.C 6. BANCROFT AND WIFE, KAREN k BANCROFT VOL 1452. PG. 771 D.R.NC.1. VOL 1575. PG. 741 D.R.N.C.T. LOUIS POWELL SURVEY ABSTRACT 663 NOTES: KNOWN UNDERGROUND UTILITIES SHOWN ARE QUALITY (U.O.N.) INDICATES UNLESS OTHERWISE NOTED LEVEL B SUE (11 15 2012) N LEGEND = MARKER FOUND AS NOTED 300 150 0 300 0 = SET 58w IRON ROD WITH CAP STAMPED TRANSYSTEMS (U.O.N.).irn> 500 WEST SEVENTH STREET SUITE 1100 FORT WORTH, TX 76102 (617) 339 8950 (TEL) (817) 336 2247 (FAX) NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT. PRINTED ON: 2192015 937:34 SHEET TITLE GRAPHIC SCALE Hi FEET 1 300 SEGMENT 17, PARCEL KERRY BLALOCK 512
Parcel 513 Page 1 of7 Property Description Being 12.345 acres (537,895 square feet) of land situated in the Louis Powell Survey, Abstract Number 663, Navarro County, Texas and more particularly that certain 210.738 acre tract conveyed to William T. Galliford and wife, Sharron Hill Galliford, by deed recorded in Instrument Number 00007647, Official Public Records, Navarro County, Texas (O.P.R.N.C.T.), and being further described as follows: COMMENCING at a 12 inch iron rod found for the most southerly Southeasterly corner of said 2 10.738 acre tract, being in the Southwesterly line of that certain tract of land conveyed to Roy Lynn Jenkins, Jr. by deed recorded in Instrument Number 00001584, O.P.R.N.C.T. and being in the Southeasterly line of said Louis Powell Survey and the Northwesterly line of the Samuel A. Ross Survey, Abstract Number 710; THENCE N 33 10 39 W, along the Southerly line of said Galliford tract and the Southwesterly line of said Jenkins tract, a distance of 278.72 feet to a set 518 inch iron rod with TranSystems cap set for the Southeasterly corner and POINT OF BEGINNING of the tract herein described (N: 6,763,416.531, Es 2,662,012.913 Grid); (1) THENCE N 84 59 22 W, departing the Southerly line of said Galliford tract and the Southwesterly line of said Jenkins tract and along the Southerly line of the tract herein described, a distance of 455.23 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (2) THENCE N 79 58 39 W, continuing along the Southerly line of the tract herein described, a distance of 480.33 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (3) THENCE N 65 41 05 W, continuing along the Southerly line of the tract herein described, a distance of 954.21 feet to a set 518 inch iron rod with TranSystems cap for an angle point; (4) THENCE N 51 23 27 W, continuing along the Southerly line of the tract herein described, a distance of 447.37 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (5) THENCE S $5 21 38 W, continuing along the Southerly line of the tract herein described, a distance of 463.75 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (6) THENCE N 87 56 27 W, continuing along the Southerly line of the tract herein described, a distance of 388.28 feet to a set 58 inch iron rod with TranSystems cap for the point of intersection with the Southwesterly line of said Galliford tract and the Northeasterly line of that certain tract of land conveyed to Kerry Blalock by deed recorded in Instrument Number 00002396, O.P.R.N.C.T., also being the Southwesterty corner of the tract herein described; (7) THENCE N 31 19 Ol W, along the Southwesterly line of said Galliford tract and the Northeasterly line of said Blalock tract and the Westerly line of the tract herein described, a distance of 228.93 feet to a set 58 inch iron rod with TranSystems cap for the Northwesterly corner of the tract herein described; EXHIBIT A-3
Parcel 513 Page 2 of 7 (8) THENCE S 62 59 18 E, departing the Southwesterly line of said Galliford tract and the Northeasterly line of said Blalock tract and along the Northerly line of tract the herein described, a distance of 49.44 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (9) THENCE S 83 09 51 E, continuing along the Northerly line of the tract herein described, a distance of 30.15 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (10) THENCE S 85 02 14 E, continuing along the Northerly line of the tract herein described, a distance of 55.32 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (11) THENCE S 87 56 27 E, continuing along the Northerly line of the tract herein described, a distance of 374.44 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (12) THENCE N $5 2l 38 E, continuing along the Northerly line of the tract herein described, a distance of 519.51 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (13) THENCE S 51 23 27 E, continuing atong the Northerly line of the tract herein described, a distance of 492.09 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (14) THENCE S 65 41 05 E, continuing along the Northerly tine of the tract herein described, a distance of 912.85 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (15) THENCE S 79 58 39 E, continuing along the Northerly line of the tract herein described, a distance of 452.42 feet to a set 5.18 inch iron rod with TranSystems cap for an angle point; (16) THENCE S 83 26 43 E, continuing along the Northerly line of the tract herein described, a distance of 556.71 feet to a set 58 inch iron rod with TranSystems cap for the point of intersection with the Southeasterly line of said Gatliford tract and the Northwesterly line of said Jenkins tract, also being the Northeasterly comet of the tract herein described; (17) THENCE S 5736 l8 W, along the Southeasterty line of said Galliford tract and the Northwesterly line of said Jenkins tract, a distance of 178.03 feet to a set 58 inch iron rod with TranSystems cap for an angle point in the Southeasterly line of said Galliford tract and the Northwesterly corner of said Jenkins tract, also being an angle point in the Easterly line of the tract herein described; (18) THENCE S 33 10 39 E, continuing along the Southeasterly line of said Galliford tract and the Northwesterly line of said Jenkins tract and the Easterly line of the tract herein described, a distance of 53.25 feet to the POINT OF BEGINNING, containing 12.348 acres (537,895 square feet) of land, mote or less.
Dated: Parcel 5t3 tntegrated Pipeline Project Page3 of7 NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (NAD $3)(2007) with all distances adjusted to surface by project combined scale factor of 0.9999460030. NOTE: PIat to accompany this legal description. I do certify on this 18th day of February, 2015, to Old Republic National Title Insurance Company and Tarrant Regional Water District, that a survey was made on the ground as per the field notes shown on this survey and is true and correct according to the standards of the Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundaries and areas of the subject property and the size, location and type of buildings and improvements, if any, and shows the location of all visible easements and rights-of-way and the rights-of-way, easements and other matters of record as listed in Schedule B of the Commitment for Title issued by Old Republic National Title Insurance Company, with an effective date of January 5, 2015 issued date of January 27, 2015, Gf # CTI2-3223-O affecting the subject property and listed in Exhibit A-I attached hereto. Except as shown on the survey: (i) there are no visible encroachments upon the subject property by visible improvements on adjacent property, (ii) there are no visible encroachments on adjacent property, streets or alleys by any visible improvements on the subject property, and (iii) there are no visible conflicts or discrepancies. This survey substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey. Richard R. Dorr Registered Professional Land Surveyor Texas Registration Number 4780
\ LOUIS POWELL SURVEY ABSTRACT 663 PARCEL 513 \ WILLIAM T. GALLIFORD AND WIFE. SHARRON HILL GALLIFORD INST. # 00007647 0. P.R. N.C.T. CALLED 210.738 ACRES \ LINE TABLE BEARING DISTANCE [T 5625918 E 49.44 L2 583 09 51 E 30.15 C3 585 02 14 E L4 S5736 18W 178.03 C S33 1O39 E 5125 MIGUEL MATA ABSTRACT SURVEY 601 \ S L PARCEL 512 KERRY 81.M.OCK INST. 000002396 O.P.R.N.C.T. \S85 2 1 38 W \ 463.75 411411 456512 \ 0NCC (01.9) N 411236 S65 4 1 O E 912.85 muctu -4 \ IRON STAXE fu.0.n.) INDICATES UNLESS OTHERWISE NOTED - SAMUEL A. ROSS SURVEY LEGEND ABSTRACT 710 = MARKER FOUND AS NOTED O = SET 58 IRON ROD WITH CAP STAMPED TRANSYSTEMS Cu.O.N.) = POWER POLE. PARCEL 513 12.348 AC. 7 411234 (P1 PARCEL 514 537,895 SQ. FT. v N \ ROY LYNN JENKINS. JR.. INST. I 00001584 TEXAS POWER & LIGHT COMFANY J N,.> O.P.R.N.C.T. 100 WIDE EASEMENT ç VOL411, PG. 234 N 58 VOL. 411, PG. 236 58 IRF VOL. 411, PG. 236 - VOL 411. PG. 41t VOL 456, PG. 512 7-12 IRF 0.R.N.C.T. - 58. IRF NOTES: s8 IRF,, KNOWN UNDERGROUND UTILITIES SHOWN ARE QUALIW LEVEL B SUE 11 13 2012 IranJ 500 WEST SEVENTH STRfET SLATE 1100 FORT WORTh, TX 76102 (817) 3396950 (TEL) (617) 335-2247 (FAX) FIRM PEG. NO. 100383-00 NOTE: LEGAL DESCRIPTION T( ACCOMPANY THIS PLAT. PRINTED ON: 21620 IS 8:37:31 SHEET TITLE 600 300 0 600 GRAPHIC SCALE IN FEET 1 600 EXHIBIT A SEGMENT 17, PARCEL 513 WILLIAM T. GALLIFORD AND WIFE, SHARRON HILL GALLIFORD INTEGRATED PIPELINE PROJECT
In addition, R. Steve Christian and the staff of TRWD are authorized to initiate eminent domain proceedings, to take all steps which may be reasonably necessary to complete the acquisition of the above-described properties, to pay all customary, reasonable and necessary closing and related costs, to deposit the amount of the special commissioners award into the registry of the court in any eminent domain proceeding, and to appeal any such award. Director Lane seconded the motion and the vote in favor passed, with Directors Henderson, Leonard, Stevens, and Lane voting in favor, and Director Kelleher voting against. 18. With the recommendation of management, Director Leonard moved to grant authority to acquire permanent easement interests, as set forth below, in, over, under, and across the following described properties for the public use and purpose of construction and operation of the. Funding for these acquisitions is included in the Bond Fund. IPL Parcel 657 (Smith) IPL Parcel 665 (McElree) A permanent easement interest across a 5.000-acre tract of land situated in the John Albright Survey, Abstract Number 16, Henderson County, Texas, and being part of those called 23.5-acre, 13.5-acre, and 18-acre tracts of land described by deed to Samuel C. and Mary Smith recorded by Volume 1787, Page 210, Deed Records, Henderson County, Texas, and further described by Last Will and Testament of Jack W. Smith, recorded in by Instrument No. 174-2012, District Court Records Henderson County Texas, and being further described in the survey plat for Parcel 657 attached hereto for the appraised value of $12,600. A permanent easement interest across a 2.190-acre tract of land situated in the John Albright Survey, Abstract Number 16, Henderson County, Texas, being part of that called 10.379-acre tract described by deed to David M. and Debra McElree recorded in Volume 1638, Page 137, Deed Records, Henderson County, Texas, and being further
described in the survey plat for Parcel 665 attached hereto for the appraised value of $54,021. IPL Parcel 683 (Ryon Trust) A permanent easement interest across a 15.356-acre tract of land situated in the Santos Sylvester Survey, Abstract Number 694, Henderson County, Texas, and being more particularly described as a portion of that certain remainder of 60 acres conveyed to J.E. Ryon, Jr. or Elizabeth L. Ryon, Trustees for the J.E. & EL. Ryon Living Trust, dated June 3, 1997, by deed recorded in Volume 1772, Page 93, Deed Records of Henderson County, Texas, and a portion of that certain 160.05-acre tract conveyed to J.E. Ryon, Jr. or Elizabeth L. Ryon, Trustees for the J.E. & E.L. Ryon Living Trust, dated June 3, 1997, by deed recorded in Volume 1772, Page 98, Deed Records of Henderson County, Texas, and being further described in the survey plat for Parcel 683 attached hereto for the negotiated purchase price of $178,000. IPL Parcel 698.1 & Permanent easement interests across a 6.047-acre tract of 698.2 land (698.1) and a 10.053-acre tract of land (698.2), such (Alders) tracts being situated in the F. Brown Survey, Abstract Number 81, in the W. Francher Survey, Abstract Number 224, and in the S. Jones Survey, Abstract Number 961, Henderson County, Texas, said 6.047-acre tract being more particularly described as a portion of that certain 92.7- acre tract described as First Tract and that certain 160-acre tract described as Third Tract, and the said 10.053-acre tract being more particularly described as a portion of that certain 160-acre tract described as Third Tract and a portion of that certain 641.5-acre tract described as Seventh Tract as conveyed to Richard W. and Johnyce Alders, Trustees of the Richard and Johnyce Alders Trust, by instrument recorded in Volume 2311, Page 14, Henderson County Real Property Records, and as conveyed to Charles A. Alders or Jo Ann Alders, Trustees for the Alders Living Trust, dated July 30, 1990, by instrument recorded in Volume 2142, Page 773, Henderson County Real Property Records, and being further described in the survey plats for Parcels 698.1 and 698.2 attached hereto for the negotiated purchase price of $237,500. IPL Parcel 893 A permanent easement interest across a 1.567-acre tract of (White) land out of the John Williams Survey, Abstract Number 877, Navarro County, Texas, and being more particularly described as a portion of that certain 10.13-acre tract of
land conveyed to Joe L. and Velma B. White by deed recorded in Volume 1410, Page 803, Deed Records, Navarro County, Texas, and being further described in the survey plat for Parcel 893 attached hereto for the negotiated purchase price of $28,750. IPL Parcel 730 A permanent easement interest across a 6.828-acre tract of (Edwards) land situated in the Thomas Hanna Survey, Abstract Number 304, Henderson County, Texas, and being more particularly described as a portion of that certain 121.5-acre tract of land conveyed by instrument recorded in Volume 1926, Page 628, Official Public Records, Henderson County, Texas, and being further described in the survey plat for Parcel 730 attached hereto for the negotiated purchase price of $35,000. IPL Parcel 731 (Montgomery) IPL Parcel 1130 (Fitzhugh) IPL Parcel 719 (Gary) A permanent easement interest across a 2.334-acre tract of land situated in the Philip Jackson Survey, Abstract Number 392, Henderson County, Texas, and being more particularly described as a portion of that certain 15.827-acre tract conveyed to Monte and Lisa Montgomery described as Tract 2 in the instrument recorded in Volume 2278, Page 600, Official Public Records, Henderson County, Texas, and being further described in the survey plat for Parcel 731 attached hereto for the appraised value of $1 1,553. A permanent easement interest across a 9.442-acre tract of land situated in the Philip Jackson Survey, Abstract Number 392, Henderson County, Texas, and being more particularly described as a portion of that certain 77.019-acre tract conveyed to Larry H. and Karen K. Fitzhugh by instrument recorded in Volume 2100, Page 862, Official Public Records, Henderson County, Texas, and being further described in the survey plat for Parcel 1130 attached hereto for the appraised value of $54,989. A permanent easement interest across a 5.680-acre tract of land situated in the J.H. Stirman Survey, Abstract Number 711, Henderson County, Texas, and being more particularly described as a portion of that certain 76.5-acre tract conveyed to Jan Gary by instrument recorded in Volume 1253, Page 480, Deed Records, Henderson, County, Texas, and being further described in the survey plat for Parcel 719 attached hereto for the negotiated purchase price of $37,795.70.
IPL Parcel 721 A permanent easement interest across an 8.095-acre tract (Gary) of land situated in the Moses Cavitt Survey, Abstract Number 149, Henderson County, Texas, and being more particularly described as a portion of that certain 187-acre tract conveyed to Alton Gary by instrument recorded in Volume 874, Page 428, Deed Records, Henderson County, Texas, of which 12 interest was conveyed to Jan Gary by instrument recorded in Volume 2283, Page 133, said Deed Records and 12 interest was retained by the Alton Gary Estate, and being further described in the survey plat for Parcel 721 attached hereto for the negotiated purchase price of $53,865.67. IPL Parcel 1123 (Gary) IPL Parcel 1131 (Gary) A permanent easement interest across a 7.146-acre tract of land situated in the D.M. Morgan Survey, Abstract Number 557, Henderson County, Texas, and being more particularly described as a portion of that certain 104.043-acre tract of land conveyed to Ann Gary by instrument recorded in Document Number 2014-00006770, Official Public Records, Henderson County, Texas, and being further described in the survey plat for Parcel 1123 attached hereto for the negotiated purchase price of $47,550.90. A permanent easement interest across a 4.433-acre tract of land situated in the D.M. Morgan Survey, Abstract Number 557, and the Lucy J. Vaughn Survey, Abstract Number 788, Henderson County, Texas, and being more particularly described as a portion of that certain 50-acre tract conveyed to Alton and Ann Gary by instrument recorded in Volume 579, Page 35, Deed Records, Henderson County, Texas, of which 12 interest was conveyed to Jan Gary by instrument recorded in Volume 2283, Page 133, said Deed Records, and being further described in the survey plat for Parcel 1131 attached hereto for the negotiated purchase price of $29,498.05. IPL Parcel 1132 A permanent easement interest across a 10.620-acre tract (Gary) of land situated in the T.W. Frizzell Survey, Abstract Number 237, and the D. Pilkington Survey, Abstract Number 622, Henderson County, Texas, and being more particularly described as a portion of that certain 81.5-acre First Tract and 7.5-acre Second Tract conveyed to Ann and Alton Gary by instrument recorded in Volume 1253, Page 483, Deed Records, Henderson County, Texas, and being further described in the survey plat for Parcel 1132 attached hereto for the negotiated purchase price of $176,289.68.
Third Parcel 657 Page 1 of6 Exhibit A Property Description Being 5.000 acres (217,798 square feet) of land situated in the John Aibright Survey, Abstract Number 16, Henderson County, Texas and being part of that called 23.5-acre, that called 13.5-acre and that called 18-acre tracts of land described by Warranty Deed with Vendor s Lien to Samuel C. Smith and wife, Mary Smith (undivided interest), recorded by Volume 1787, Page 210, 1)ced Records, Henderson County, Texas (D.R.I1.C.T.) and further described by Last Will and Testament of Jack W. Smith, recorded by Instrument No. 174-20 12, I)istrict Court Records Henderson County Texas (D.C.R.H.C.T.), being a part of those parcels included by Quitelaim Deed with retained Life Estate to Melanie Ann Boehm (Life hstate retained by Betty Jane Smith) (undivided interest) recorded by Document No. 201 2-00017253, D.R.H.C.T. and being further described as follows: COMMENCING, at a 8-inch wooden fence post found for the northwesterly corner of that called 50-acre tract of land described by Exhibit C Tract, Tract 1, Volume 1787, Page 210, D.R.H.C.T., the southwesterly corner of that called 190 acres described by file Number 134-82 to Walter Louis Jackson, Sr. recorded by Volume 72, Page 47, (D.R.K.C.T.), and to W.W. Jackson, recorded by Volume 411, Page 106, D.R.H.C.T.; THENCE, N 33 10 44 E, with the westerly line of said Jackson tract and the easterly line of the 13.5 acre and 23.5 acre Smith tracts, a distance of 121.44 feet to a 12-inch iron rod with PACHECO KOCI C cap set for the POINT OF BEGINNING (N: 6,749,156.667, E: 2,742,040.189 Grid); (1) THENCE, N 89 48 26 W, a distance of 1,448.91 feet to a 12-inch iron rod with PACHECO KOCH cap set on the westerly line of said 18 acre Smith tract and the easterly line of that called Second I ract described by Warranty Deed to Melvin B. Crouch and wife Barbara Crouch, recorded by Volume 423, Page 45, and Volume 697, Page 590, D.R.C1.C.T.; (2) THENCE, N 3301044!! E with the line common to said Crouch tract and said Smith tract, a distance of 179.21 feet to a 12-inch iron rod with PACHECO KOCH cap set; (3) THENCE, S 89 48 26 E, a distance of 1,448.91 feet to a 12-inch iron rod with PACHECO KOCH cap set on the aforesaid east line of the Jackson tract and the east line of the Smith tract;
Parcel 657 Page 2 of 6 (4) THENCE, S 33 lo 44 W with said common line, a distance of 179.21 feet to the POINT OF BEGINNING and containing 5.000 acres (217,798 square feet) of land. NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (NAD 83)(2007) with all distances adjusted to surface by project combined scale factor of 0.9999804020. NOTE: Plat to accompany this legal description. NOTE: All 12-inch iron rods set have a yellow cap stamped PACHECO KOCH I do certify on this 30th day of May, 2014, to Fidelity National TitLe Insurance Company, Attorney s Title Co Of I [enderson County and Tarrant Regional Water District, that a survey was made on the ground as per the field notes shown on this survey and is true and correct according to the standards of the Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundaries and areas of the subject property and the size, location and type of buildings and improvements, if any, and shows the location of all visible easements and rights-of-way and the rights-of-way, easements and other matters of record as listed in Schedule B of the Commitment for Title issued by Fidelity National TitLe Insurance Company, with an effective date of January 3, 2014, issued date of January 13, 2014 GF # 13-621-DD affecting the subject property and listed in Exhibit A-i attached hereto. Except as shown on the survey: (i) there are no visible encroachments upon the subject property by visible improvements on adjacent property, (ii) there are no visible encroachments on adjacent property, streets or alleys by any visible improvements on the subject property, and (iii) there are no visible conflicts or discrepancies. This survey Surveyors St (.ies with the current Texas Society of Professional ions for a Category 2, Condition IV Survey. TX Reg. Engineering Finn f-469 TX Reg. Surveying Firm LS-100080-00 Dated:
JOHN ALB RIGHT ABSTRACT SURVEY EXHHBIT A 16 RARCEL 657 PARCEL 657 VOL. 1787, PC 210 50 DELH CAS PIPELINE C ON ORATJON EASEMENT VOL 655. PG6T2 DRHCT SAMUEL C. SMITH AND W!EE, MARY SMI1H (UNDIVIDED INTEREST) D.R.H.C 1. LAST WILL & IESEAMENT OF JACK W. SMI H an INST NO. 14 2012 R.P.R.H.C.1. MELANIE ANN BOEHM (LII-L L.SIAI[ RETAINED I BY BEFIY SIANE SMITH) (UNDIVIDED INTEREST) DCC NO. 2O12 O0O 7253 P P.R. H. C. f. CAlLED 23 12 AC 50 N GRAPHIC SCALE IN FEET 1 = 100 100 276 80 PARCEL 657 5.000 AC. 217798 SQ.FT. 59 a 66 N:6.:: A,5J; LEGI.ND LU C) ft LU LU if) -7. -j T?ARC[ %7 AMU I C. S[aflhl I ANI) WiLl., MARY SMIIH (I)NUIV)Ft) IN I [REST) VIL. 1 77, PG. 210 0.R.H.C,T. LA VII L & I SIAMENT 7 OF IAC K VL MtO NI NO. 74 2012 l.c.1. ME LANIE ANN B. ic I (LIFE E5!A1[ REIAINtO BY H Fil JAN MIi H) (oncemed INIERES I) DCC NO. 201% 00<) 1 725.5 RP.R.HC,T. CA! I ED 13 12 AC HINt S ON 1 7 14.24 N lo64 E 1:1.44 iit.<[r FOUNt) AS NOR U o = 12 INC H EI fo ) wf ICIIiC0 KoiO. q - t.a% SEI s I -1,,,, (UNiL 5 -. 011 I[ Wi N 0:0) I-lUFF K ) Ii UI D PGvOJND UTIUTIF -1 Ufl6 AR QIJL 1 CV 6 UL 208201 NOTE. LEGAL GESCRIPIION TO ACCOAiPANY THIS PIAT Pacheco Koch SS FOTWOtS. HOUSTON 8350 N. CENTRAL EXPWY., SUITE 1000 DALLAS. TEXAS 75206 PH. 972.2353031 FAX 9T2.23 TX BEG. ENGINEERING FIRM F469 TX REG. SURVEYING FIRM LS-100080 1,,.-, 2 - Sc) PC PARCI.L 658 WALLR LOUI JAC KSOE, SR FILE NO, I S4 82 VOLUME 1%, 5AOC 41 OR I C I 51W, JACKSON FIRSI IRACT CIUt. E ti. PAGE 106 r.rc I SHEET TITLE EXHIB IT A SEGMENT 19 2, PARCEL 657 SAMUEL C. SMITH AND WIFE, MARY SMITH, LAST WILL & TESTAMENT OF JACR W. SMITH AND MELANIE ANN BOEHM (LIFE ESTATE RETAINED BY BETTY JANE SMITH) PROJECT INTEGRATED PIPELINE PROJECT BASIS OF BEARING IS THE TEXAS STAlE PLANE COORDINATE SYStEM, NORTH CENTRAL ZONE (4202) NORTH AMER[CAN DATUM (NAD83)( 2007) WITH ALL DISTANCES ADJUStED TO SURFACE BY - PROJECT COMBINED SCALE FACTOR 0 9999804020
E CL N D HO 0 ft HO HO u-i HO z I 0 JOHN ALBRIGHT SURVEY ABSTRACT 16 PARCE. 657 N PARCEL 657 PARCEL 657 < SAMUEL C. SMITH AND SAMUEL C. SMITH AND WIfE, MARY SMT WIFE, MARY SMITH (UNDIVIDED INTEREST) (UNDIVIDED INTEREST) o.. VOL. 1787, PG. 210 VOL. 1767, PC. 210 D.R.H.C.T. D.R.H.C.T. LAST WILL & TESTAMENT CAST WILL & TESTAMENT OF JACK W. SMITH OF JACK W. SMITH INST NO. 1 74 2012 INST NO. 174 2012 100 50 0 100 R.P.R.H.C.T. R.P.R.H.C.T. MELANIE ANN BOEHM MELANIE ANN BOEHM (ute ESTATE RETAINED (_IFE ESTATE RETAINED GRAPHIC SCALE IN FEET BY BEJY JANE SMITH) 9Y BETTY JANE SMITH) (UNDIVIDED (UNDIVIDED INTEREST) INTEREST) DOC NO 2012-00017253 DOC NO. 2012 00017253 R.P.R.H.C.1. R.P,R.H.C.T. CALLED 18 AC. S8948 26 827.92-76.80 \ PARCEL 657 \ 5.000 AC. 217,798 SOFT. \ \ MARKER FOU.D AS NOTED 877 92 N8948 %U w 1446.9,> 50 DELHI GAS PIPELINE CORPORATION EASEMENT VOL 655. PC 632 DRHCT_%. 7, o = 12 INCH IRON ROD W PACHECO NOCH CAP SET (UNLESS OTHERWISE N: CCI)) Pacheco Koch )WO,rH 5350 N. CENTRAL EXPWY., SUITE 1000 DALLAS, TEXAS 75206 PH. 972.235.3031 FAX 972.23595 TX REG. ENGINEERING FIRM F469 TX REG. SURVEYING FIRM CS-i 00050-00 RRISTLIJ ON. 20 %C.I 3RW.K COMPANY VOL,NO5. P I 30 7 7,? PARCEL 657 SAMUEL C. SMITH AND WIFE, MARY SMITH (UNDIVIDED NTERESI) VOL. 1787, PC. 210 D.R.H.C.1. LAST WILL & TESTAMENT OF JACK W. SMITH INST NO. 14 2012 R.P.R.H.C 1. MELANIE ANN BOEHM (LIFE ESTATL RETAINED BY BETTY JANE SMITH) (UNDIVIDED NTER[ST) DOC NO. 2012 00017253 R. P.R. I1.C CALLED 13 12 AC. NOTE: KNOWN UNDERGROUND UTILITIES SHOWN ARE QUALITY LEVEL 8 SUE 2082013 NOTE: LEGAL 10 ACCOMPANY THIS PA1 I TIfN 10 SHEET TITLE EXH I B IT A SEGMENT 19 2, PARCEL 657 SAMUEL C. SMITH AND WIFE, MARY SMITH, LAST WILL & TESTAMENT OF JACK W. SMITH AND MELANIE ANN BOEHM (LIFE ESTATE RETAINED BY BETTY JANE SMITH) PROJECT 66 INTEGRATED PIPELINE PROJECT U CD < ft U U U] HO z -J T U H BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM fnad83)(2.0o7) WITH ALL DISTANCES ADJUSTED TO SURFACE BY PROJECT COMBINED SCALE FACTOR 0.9999804020
JOHN ALBRIGHT SURVEY ABSTRACT 16 PARCEL 657 N IPL PARC EL 071 MELVIN C CROUCH AND WIFE. BARBARA CROUCH SECOND TRACT VOL 423, G 45 VCL 697, PC 590 DRHC 1 170 GO 0 GRAPHIC SCALE IN tet 1 170 I 00 4 EUSIENERGY ILAINTERANCE GROUP PARCEL 657 5.000 AC. 217,798 SQ.FT. 827.92 N6948 26 W 4.1891 4 O AC IAL II NIT IC C OI,IPA1 IT PPCI1IE AF JEIT Vfl ZOO,. N, 103 0 C H C IROM ROD WOUND H CFND 69461 = MARKER FOUND AS NOTED o = 12 IN(H IRON ROD w PAC HEC 0 800 H CAP SET (UNLESS OTHERWISE NOILD) Pacheco Koch FORtWCT. HOU1O 6350 N. CENTRAL EXPWY., SUITE DALLAS. TEXAS 75206 PH. 972.235.3031 FAX 972.235.b TX REG. ENGINEERING FIRM F-469 TX REG. SURVEYING FIRM LS-I00080- T A. El h7 SWUEL C. UEI AND MAr MlT I tun.l1ivl)l) interest) \fqi, 7 T). 2 if) D.R.ii C.1. IASI WIl & TEiA in1 O JA( V. MitH IN1 N) 174 2012 R P P EC.T MELANIE ANN BOEHV (LIFE [STArr R[AINED BTM RETTY JANE SMITH) (undividl U NTEREST) DOC NO 2012 00017253 R P.R H.C I. CALLE[) 13 ACRES NOTE K NOWN UNDERGROU ND UTI LIlIES SHOWN ARE QUALITY LEVc B SUE 208203 TD)TI LIGAI JESORIP[ION TO ACCOMPANY THIS PIAT SHE- I TITLE EXHIB IT A SEGMENT 19 2, PARCEL 657 SAMUEL C. SMITH AND WIFE, MARY SMITH, LAST WILL & TESTAMENT OF JACK W. SMITH AND MELANIE ANN BOEHM (LIFE ESTATE RETAINED BY BETTY JANE SMITH) PROJEC I 50 DELHI GAS PIPELINE CORPORAtION EASEMENT VOL. 655, PG 632 0 R H,C T _%%\, INTEGRATED PIPELINE PROJECT P I.] CT) z C-) I BASIS OF BEARING IS THE TEXAS S1AIL PlANE COORDINATE SYSTEM, NORTH CEWRAL ZONE (4202) north AMERICAN DATUM (NAD83)(2007) WITH ALL DIStANCES ADJUSTED 10 SURFACE BY PROJECT COMBINED SCALE FAG br 09999804020 PC 5 OF 6
Parcel 665 Page 1 of4 Exhibit A Property Description Being a 2.190 acre (95,389 square foot) tract of land situated in the John Aibright Survey, Abstract Number 16, Henderson County, Texas, being part of that called 10.379 acre tract described by Warranty Deed to David M. McElree and wife, Debra McElree recorded in Volume 1638, Page 137, Deed Records, Henderson County Texas (D.R.H.C.T.), and being further described as follows: COMMENCING at a 12-inch iron rod found in the easterly line of said 10.379 acre tract, same being the westerly right of way line of Farm to Market Highway 2636 (FM 2636, a variable width right-ofway, no deed found), said point being the easterly end of a called 10 foot offset in said right of way line as described in said Warranty Deed; THENCE S 00 53 40 E, with the line common to said right of way line and the easterly line of said 10.379 acre tract, a distance of 95.34 feet to a set 12-inch iron rod with PACHECO KOCH cap for the POINT Of BEGINNING (N: 6,747,027.390, E: 2,749,914.074 Grid); (1) THENCE S 00 53 40 E, continuing with the line common to said right of way line and the easterly line of said 10.379 acre tract, a distance of 4.66 feet to a set 12-inch iron rod with PACHECO KOCH cap; (2) THENCE S 09 43 26 W, continuing with said common line, a distance of 101.80 feet to a found I inch pipe for the southeasterly corner of said 10.3 79 acre tract, same being the northeasterly corner of that called 66.715 acre tract described by Warranty Deed to frank Blanchard, and Mersini 1. Blanchard, as recorded in Volume 2886, Page 329, D.R.H.C.T.,; (3) THENCE S 66 49 07 W, departing said right of way line and with the line common to said 10.379 acre tract and said 66.715 acre tract, a distance of 100.04 feet to a set 12-inch iron rod with PACHECO KOCH cap; (4) THENCE N 86 55 59 W, a distance of 647.88 feet to a set 12-inch iron rod with PACHECO KOCH cap on the northerly line of said 10.379 acre tract, same being the southerly line of a called 10.316 acre tract described by Deed to Reda Lee Matthews as recorded in Volume 1470, Page 275, D.R.H.C.T.; (5) THENCE N 54 07 07 E, with the line common to said 10.379 acre tract and said 10.3 16 acre tract, a distance of 238.62 feet to a set 12-inch iron rod with PACHECO KOCH cap; (6) THENCE S 86 55 59 F, a distance of 563.50 feet to the POINT OF BEGINNING, containing 2.190 acres (95,389 square feet) of land, more or less.
Parcel 665 Page 2 of 4 NOTE: Basis of bearing is the Texas State Plane Coordinate System. North Central Zone (4202), North American Datum 1983 (NAD 83)(2007) with all distances adjusted to surface by project combined scale factor of 0.9999804020. NOTE: Plat to accompany this legal description. NOTE: All 12-inch iron rods set have a yellow cap stamped PACHECO KOCH I certify on this 8th day of October, 2014, to fidelity National Title Insurance Company, Attorney s Title of 1-lenderson County and Tarrant Regional Water District, that a survey was made on the ground as per the field notes shown on this survey and is true and correct according to the standards of the Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundaries and areas of the subject property and the size, location and type of buildings and improvements, if any, and shows the location of all visible easements and rightsof-way and the rights-of-way, easements and other matters of record as listed in Schedule B of the Commitment for Title issued by fidelity National Title Insurance Company, with an effective date of August 22, 2014, issued date of August 28, 2014, Of # 14-528-DD affecting the subject property and listed in Exhibit A-I attached hereto. Except as shown on the survey: (i) there are no visible encroachments upon the subject property by visible improvements on adjacent property, (ii) there are no visible encroachments on adjacent property, streets or alleys by any visible improvements on the subject property, and (iii) there are no visible conflicts or discrepancies. This survey substantially complies with the current Texas Society of Professional Surveyors Standards and for a Category 2, Condition IV Survey. Engineers, Inc. Dallas, Texas Reg. Surveying firm LS-100080-00 Texas Registration No. 1942 $350 N. Central Expwy., Suite 1000 (972) 235-3031 Dated: icj 1
- 59 JOHN ALBRIGHT SURVEY ABSTRACT 16 PL PARCEL 661 AMANDA LEIGH, JAMES RANDEL. AND CLINTON JOAN WEARS (LIFE ESTATE RETAINED BY JOYCE J. AND JERRY C WEARS) INST NO 2012 00003637 R.P.R HC.T PARCEL 665 10 00 N 114.3O IPL PARC EL 664 REDA LEE MATTHEWS VOL. 1470, PC 275, D.R.H C.T 94.71 1 19.73 7 DAVID M. MCELREE AND WIFE, DEBRA MCELREE - VOL. 1638, PC. 137 D.R.H.C.T. - CALLED 10.379 ACRES I GEORGE ALDRICH N SURVEY ABSTRACT 18 27.64 200 100 0 200 139.25 148.80 10.00 GRAPHIC SCALE IN FEET 1 200 ] 12 IRON ROD FOUND ROD FOUND - - -- 7..., PARCEL 665 2.190 AC. 95,389 SQ.FT,. L-- -., - - W SOO 53 40 E IPL PARCEL 667 CHARLES P. NORW000 AND PC. 831 O.R,H,C.T. ( 7 I I 20 TUEC EASEMENT VOL. 1726, PG. 334 DAVID M. MCELREE AND - - WIFE, DEBRA MCELREE VOL. 1638, PC. 137 D.R.H.C.T. CALLED 10.379 ACRES LEGEND = MARKER FOUND AS NOTED o = 12 INCH IRON ROD W PACHECO KOCH C4 SET (UNLESS OTHERWISE NOTED) R= 613.69 L= 319.89 IPL PARCEL 666 FRANk BLANCHARD AND MERSINI I. BLANCHARD VOL. 2886, PG. 329 DR.H CT. CALLED 66715 ACRES 636.13 FARM TO MARKEI HIGHWAY 2636 VARIABLE RICHT OF WA i WIDTH (NO DEED OF RECORD FOUND) = POWER POLE Pacheco Koch DLA FOTWOTh, HOUTC 8350 N. CENTRAL EXPWY., SUITE 1000 DALLAS, TEXAS 75206 PH. 972.235.3031 FAX 972.235,9 TX REG. ENGINEERING FIRM F469 TX REG. SURVEYING FIRM LS-100080- NOTE: NO KNOWN UNDERGROUND ]TILITIES 10112012 NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT. SHEET TITLE SEGMENT 19 2, PARCEL 665 DAVID M. MCELREE AND WIFE, DEBRA MCELREE PROJECT INTEGRATED PIPELINE PROJECT BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM (NAD83)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY S. PROJECT COMBINED SCALE FACTOR 0.9999804020
Parcel 683 Page 1 of 10 Property Description Being 15.356 acres (668,916 square feet) of land situated in the Santos Sylvester Survey, Abstract Number 694, Henderson County, Texas, and more particularly that certain remainder of 60 acres conveyed to J.E. Ryon, Jr. or Elizabeth L. Ryon, Trustees for the J.E. & E.L. Ryon Living Trust, dated June 3, 1997 by deed recorded in Volume 1772, Page 93, Deed Records of Henderson County, Texas (D.R.H.C.T.) and that certain 160.05 acre tract conveyed to J.E. Ryon, Jr. or Elizabeth L. Ryon, Trustees for the J.E. & E.L. Ryon Living Trust, dated June 3, 1997 by deed recorded in Volume 1772, Page 98, D.R.H.C.T., and being further described as follows: COMMENCING at the Northwesterly corner of that certain tract of land conveyed to Veterans Land Board of the State of Texas by deed recorded in Volume 839, Page 410, D.R.H.C.T., being in the Easterly line of said Ryon Living Trust tract and being in the Easterly line of said Santos Sylvester Survey and the Westerly line of the Samuel Moss Survey, Abstract Number 477, from which a found 12 inch iron rod bears S 79 25 14 E, 2.41 feet; THENCE $ 00 44 50 E, along the Westerly line of said Veterans Land Board of the State of Texas tract and the Easterly line of said Ryon Living Trust tract, and along the Westerly line of said Samuel Moss Survey and the Easterly line of said Santos Sylvester Survey, a distance of 529.31 feet to a set 58 inch iron rod with TranSystems cap for the Northeasterly corner and POINT OF BEGINNING of the tract herein described (N: 6,743,737.368, E: 2,769,582.766 Grid); (1) THENCE S 00 44 50 E, continuing along the Westerly line of said Veterans Land Board of the State of Texas tract and the Easterly line of said Ryon Living Trust tract, and the Westerly line of said Samuel Moss Survey and the Easterly line of said Santos Sylvester Survey and along the Easterly line of the tract herein described, a distance of 152.58 feet to a set 58 inch iron rod with TranSystems cap for the Southeasterly corner of the tract herein described; (2) THENCE N 89 22 23 W, departing the Westerly line of said Veterans Land Board of the State of Texas tract and the Easterly line of said Ryon Living Trust tract, and the Westerly line of said Samuel Moss Survey and the Easterly line of said Santos Sylvester Survey and along the Southerly line of the tract herein described, a distance of 63.40 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (3) THENCE S 85 19 26 W, continuing along the Southerly line of the tract herein described, a distance of 316.66 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (4) THENCE S 79 51 l4 W, continuing along the Southerly line of the tract herein described, a distance of 176.55 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (5) THENCE N $8 01 39 W, continuing along the Southerly line of the tract herein described, a distance of 136.85 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (6) THENCE N 73 48 04 W, continuing along the Southerly line of the tract herein described, a distance of 2,332.77 feet to a set 58 inch iron rod with TranSystems cap for an angle point;
Parcel 683 Page 2 of 10 (7) THENCE N 76 48 47 W, continuing along the Southerly line of the tract herein described, a distance of 269.45 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (8) THENCE N 79 40 26 W, continuing along the Southerly line of the tract herein described, a distance of 1,117.75. feet to a set 58 inch iron rod with TranSystems cap in the Westerly line of said Ryon Living Trust tract and the Easterly line of that certain tract of land conveyed to Berry N. Allen, Jr. by deed recorded in Volume 1280, Page 79, D.R.H.C.T. and being within County Road 41513, No Deed of Record found (variable width right-of-way), being the Southwesterly corner of the tract herein described; (9) THENCE N 00 43 Ol W, along the Westerly line of said Ryon Living Trust tract and the Easterly line of said Allen tract within County Road 41513 and along the Westerly line of the tract herein described, a distance of 158.05 feet to a set 58 inch iron rod with TrauSystems cap for the Northwesterly corner of the tract herein described; (10) THENCE 5 75 11 25 E, departing the Westerly line of said Ryon Living Trust tract and the Easterly line of said Allen tract and said County Road 41513 and along the Northerly line of the tract herein described, distance of 63.16 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (11) THENCE S 79 39 52 E, continuing along the Northerly line of the tract herein described, a distance of 1,231.36 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (12) THENCE S 73 48 04 E, continuing along the Northerly line of the tract herein described, a distance of 2,351.54 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (13) THENCE S 84 13 52 E, continuing along the Northerly line of the tract herein described, a distance of 153.01 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (14) THENCE N 89 40 4l E, continuing along the Northerly line of the tract herein described, a distance of 142.49 feet to a set 58 inch iron rod with TranSystems cap for an angle point; (15) THENCE N 79 07 43 E, continuing along the Northerly line of the tract herein described, a distance of 177.98 feet to a set 58 inch iron rod with TranSysterns cap for an angle point; (16) THENCE N 88 31 lo E, continuing along the Northerly line of the tract herein described, a distance of 291.67 feet to the POINT OF BEGINNING, containing 15.356 acres (668,916 square feet) of land, more or less.
Parcel 683 Page 3 of 10 NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (NAD 83)(2007) with all distances adjusted to surface by project combined scale factor of 0.9999804020. NOTE: Plat to accompany this legal description. I do certify on this 5th day of September, 2014, to Attorney s Title Company of Henderson County, Fidelity National Title Insurance Company and Tarrant Regional Water District, that a survey was made on the ground as per the field notes shown on this survey and is true and correct according to the standards of the Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundaries and areas of the subject property and the size, location and type of buildings and improvements, if any, and shows the location of all visible easements and rights-of-way and the rights-of-way, easements and other matters of record as listed in Schedule B of the Commitment for Title issued by Fidelity National Title Insurance Company, with an effective date of August 3, 2012, issued date of August 14, 2012, Gf # 12-476-DD affecting the subject property and listed in Exhibit A-I attached hereto. Except as shown on the survey: (i) there are no visible encroachments upon the subject property by visible improvements on adjacent property, (ii) there are no visible encroachments on adjacent property, streets or alleys by any visible improvements on the subject property, and (iii) there are no visible conflicts or discrepancies. This survey substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey. Richard R. Dorr Registered Professional Land Surveyor Texas Registration Number 4780 60 Dated:
PARCEL 683 SYLVESTER SURVEY ABSTRACT 694 J. E. RYON, JR. OR ELIZABETH L. RYON, TRUSTEES FOR THE J.E. & E.L. RYON LIVING TRUST, DATED JUNE 3, 1997 VOL. 1772, PG. 93 D. R.H.C.T. REMAINDER OF 60 ACRES VOL. 1772, PG. 98 SANTOS D.R.H.C.T CALLED 160.05 ACRES UNE SAMUEL MOSS SURVEY ABSTRACT 477 BEARS IP S79 25 14 vy 2 PARCEL 683 15.356 AC. 668,916 SQ.FT. N S7951 14 W 176.55 IPL PARCEL 685 JOHN WILLIAM VJLLAGRAN AND WIFE. JEANENE V1LLAGRAN VOL. 1268, PG. 612 D.R.H.C.T. N NOTES: UNDERGROUND UTILITIES SHOWN ARE QUALITY LEVEL B SUE (U.O.N.) INDICATES UNLESS OTHERWISE NOTED LEGEND (07 24 2014) = MARKER FOUND AS NOTED 300 150 0 300 o = MARKER SET AS NOTED I -& = POWER POLE GRAPHIC SCALE IN FEET 1 NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT. 300 ysmsms 500 WEST SEVENTH STREET SUITE 1100 FORT WORTH, TX 76102 (817) 339-8950 (TEL) (817) 336-2247 (FAX) SHEET TITLE SEGMENT 19 2, PARCEL 683 J.E. RYON, JR. OR ELIZABETH L. RYON, TRUSTEES FOR THE J.E. & E.L. RYON LIVING TRUST, DATED JUNE 3, 1997 PRDJECT INTEGRATED PIPELINE PROJECT BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM 4 OF 1 0 (NAO83)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY PROJECT COMBINED SCALE FACTOR 0.9999804020
- c PARCEL 683 : PC PARCEL 681 J.E. RYON, JR. OR BERRY N. ALLEN, JR. VOL. 1280, PG. 79 ELIZABETH L. RYON, TRUSTEES - - FOR THE J.E. & E.L. RYON I I LIVING TRUST. DATED JUNE 3 1997 3: a 0-0 z IS7.1 1 25 E 6116 FENCE POND POND VOL. 1772. PG. 93 D.R.H.C.T. REMAINDER OF 60 ACRES VOL. 1772, PG. 98 D.R.H.C.T CALLED 160.05 ACRES EXPOSED 2 12 ABOVE GROUND PRIVATE WATERLINE 01. B jc DL OLE. I oc., tz.- Oci:: ix U >- 0-3: D w w o cjo Cix PARCEL 1 5.356 668,916 SQ. FT. XTO GAS LINE OL B I EXPLORER PIPELINE COMPANY 1 5O PIPELINE EASEMENT VOL. 648. PG. 512 0. R.H.C.1. w z -J I U IPL PARCEL 682 CONNIE RYON ALLEN AND ELVIS WAYNE ALLEN VOL. 2014. PG. 519 D.R.H.C.T. SANTOS SYLVESTER SURVEY ABSTRACT 694 N NOTES: KNOWN UNDERGROUND UTILITIES ARE QUALITY LEVEL B SUE (07 24 2014) (U.O.N.) INDICATES UNLESS OTHERWISE NOTED LEGEND = MARKER FOUND AS NOTED 300 150 0 300 o = MARKER SET AS NOTED = POWER POLE NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT. PRINTED ON:.ii13yste 952014 1 0739 P SHEET TITLE EXHIBIT GRAPHIC SCALE IN FEET 1 300 A SEGMENT 19 2, PARCEL 683 J.E. RYON, JR. OR ELIZABETH L. RYON, 500 WEST SEVENTH STREET SUITE 1100 TRUSTEES FOR THE J.E. & E.L. RYON FORT WORTH, TX 76102 I * 1817) 339-8950 (TEL) LIVING TRUST, DATED JUNE 3, 1997 1817) 336-2247 (FAX), TBPLS FIRM REC. NO. 100383-00 PROJECT INTEGRATED PIPELINE PROJECT PROJ NO: P200330 SCALE: V 30W DATE: 08-08-2012 BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE I DRAWN BY: SNO * cjb SYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM I 5 OF 10 CHECKED BY: RRD (NAD83(2O07 WITH ALL DISTANCES ADJUSTED TO SURFACE BY I REVISED DATE: ROJEC 1 COUINED SCALE FACTOR O.ggggBo4o2o I
Parcel 698.1 Page I of7 Property Description Being 6.047-acres (263,413 square feet) of land situated in the F. Brown Survey, Abstract Number 81 and in the W. Francher Survey, Abstract Number 224, Henderson County, Texas, and more particularly that certain 92.7 acre tract described as First Tract and that certain 160 acre tract described as Third Tract conveyed to Richard W. Alders and Johnyce Alders, in Trust, as Trustees of the Richard and Johnyce Alders Trust (undivided 12 interest), by instrument recorded in Volume 2311, Page 14, Henderson County Real Property Records, (I-LC.R.P.R.), and being more particularly described in Volume 632, Page 637, Henderson County Deed Records, (H.C.D.R.), and being that certain 92.7 acre tract described as First Tract and that certain 160 acre tract described as Third Tract conveyed to Charles A. Alders orjo Ann Alders, Trustees for the Alders Living Trust, dated July 30, 7990 (undivided 12 interest), by instrument recorded in Volume 2142, Page 773, H.C.R.P.R., and being more particularly described in said Volume 632, Page 637, and being further described as follows: COMMENCING at a rock found for the northeast corner of that certain tract described as Second Tract conveyed to Warren Hendry, by instrument recorded in Volume 241, Page 362, H.C.D.R., said rock being the most easterly southeast corner of that certain tract described as Third Tract conveyed to Triple S Ranch, Inc., by instrument recorded in Filing No. 13485600 with the Texas Secretary of State Office, and being further described by instrument recorded in Volume 500, Page 418, H.C.D.R., said rock being in the west line of that certain tract conveyed to Gregory William Jackson and Gina Gentry Jackson, by instrument recorded in Document Number 201 0-00008334, Henderson County Real Property Records, (H.C.R.P.R.), said rock also being in the east line of said Abstract Number 81, said rock also being in the west line of said Abstract Number 224, from which a 1 inch metal post found for reference bears North 01 degree 37 minutes 43 seconds West, a distance of 408.52 feet; THENCE South 00 degrees 47 minutes 27 seconds West, along the common line of said Hendry tract, said Jackson tract, said Abstract Number $1, and said Abstract Number 224, a distance of 672.22 feet to a point for the southeast corner of said Flendry tract, said point being the northeast corner of said First Tract; THENCE South 64 degrees 02 minutes 27 seconds West, along the common line of said Hendry tract and said First Tract, a distance of 733.33 feet to a point for the southwest cornet of said Hendry tract, said point being the northwest corner of said First Tract, said point also being the most easterly corner of that certain tract conveyed to Triple S Ranch, Inc., by instrument recorded in Volume 806, Page 894, H.C.D.R., and being further described in Volume 155, Page 184, H.C.D.R.; THENCE South 16 minutes 02 minutes 27 seconds West, along the common line of said Triple S. Ranch, Inc. tract and said first Tract, a distance of 337.84 feet to a 58 inch iron rod with cap stamped GORRONDONA set for the POINT OF BEGINNING (N:6,740,569.795, E:2,7$l,723.876 Grid);
Parcel 698.1 Page 2 of 7 (1) THENCE South 75 degrees 08 minutes 54 seconds East, a distance of 322.2$ feet to a 58 inch iron rod with cap stamped GORRONDONA set for corner; (2) THENCE South 78 degrees 39 minutes 47 seconds East, a distance of 460.60 feet to a 58 inch iron rod with cap stamped GORRONDONA set for corner; (3) THENCE South 85 degrees 41 minutes 53 seconds East, a distance of 460.38 feet to a 58 inch iron rod with cap stamped GORRONDONA set for corner; (4) THENCE South $9 degrees 12 minutes 5% seconds East, a distance of 480.20 feet to a 58 inch iron rod with cap stamped GORRONDONA set for corner in the northwesterly right-of-way tine of F.M. Highway 753 (an 80 right-of-way) (no deed of record found), from which a 1 inch iron pipe found for an interior corner of that certain tract described as Tract One conveyed to Mill Run Farms, Inc., a Texas corporation, by instrument recorded in Volume 1180, Page 187, H.C.R.P.R. bears North 81 degrees 48 minutes 22 seconds East (radial bearing), a distance of 2905.37 feet, said 1 inch iron pipe being the southeast corner of the R.H.& H.T. Alders Survey, Abstract Number 1225, Henderson County, Texas, said 1 inch iron pipe being the southwest corner of the G. Reeves Survey, Abstract Number 928, Henderson County, Texas, said 1 inch iron pipe being in the north line of the S. Jones Survey, Abstract Number 961, Henderson County, Texas; (5) THENCE South 39 degrees 39 minutes 54 seconds West, along the northwesterly right-of-way line of said F.M. Highway 753, a distance of 192.63 feet to a 58 inch iron rod with cap stamped GORRONDONA set for corner; (6) THENCE North 89 degrees 13 minutes 15 seconds West, a distance of 637.75 feet to a 58 inch iron rod with cap stamped GORRONDONA set for corner; (7) THENCE North $1 degrees 53 minutes 55 seconds West, a distance of 436.42 feet to a 52 inch iron rod with cap stamped GORRONDONA set for corner; (8) THENCE North 75 degrees 37 minutes 40 seconds West, a distance of 570.84 feet to a 58 inch iron rod with cap stamped GORRONDONA set for corner in the northwesterly line of said First Tract, said point being in the southeasterly line of said Triple S. Ranch, Inc. tract; (9) THENCE North 16 degrees 02 minutes 27 seconds East, along the common line of said First Tract and said Triple S. Ranch, Inc. tract, a distance of 156.79 feet to the POINT Of BEGINNING and containing 6.047-acres (263,413 square feet) of land, more or less.
Parcel 698.] Page 3 of7 NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202) North American Datum (NAD83)(2007) with all distances adjusted to surface by project combined scale factor 0.9999804020. NOTE: Plat to accompany this legal description. I do certify on this 13th day of September, 2013, to Attorney s Title Co Of Henderson County, Fidelity National Title Insurance Company, Tarrant Regional Water District, that a survey was made on the ground as per the field notes shown on this survey and is true and correct according to the standards of the Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundaries and areas of the subject property and the size, location and type of buildings and improvements, if any, and shows the location of all visible easements and rightsof-way and the rights-of-way, easements and other matters of record as listed in Schedule B of the Commitment for Title issued by Fidelity National Titte Insurance Company, with an effective date of February 20, 2013, issued date of February 26, 2013 GF # 12-71 1-DD affecting the subject property and listed in Exhibit A-I attached hereto. Except as shown on the survey: (1) there are no visible encroachments upon the subject property by visible improvements on adjacent property, (ii) there are no visible encroachments on adjacent property, streets or alleys by any visible improvements on the subject property, and (iii) there are no visible conflicts or discrepancies. This survey substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey. Chris T. Abbott Registered Professional Land Surveyor Texas Registration No. 6407 Dated: -
P1. PARCEL 94 THIRD TRACT TRIPLE S RANCH, INC CLING NUMBER 13495600 TEXAS SECRETARt OF STATE OFCCE FR HER DESCIBED IN VOLUME 500. PAGE 418 NC DR FOUND I METAL POST F.1 C z PARCEL 698.1 r.o.c. D ROCK LEGEND = MARKER FOUND AS NOTED o = 58 IRS WITH CAP STAMPED GORPONDQNA G= POWER POLE DETAIL A NOT TO SCALE F. BROWN SURVEY ABSTRACT 81 W. FRANC HER SURVEY ABSTRACT 224 E I :E. NE PC PARCEL 694 1 TRPtE S RANCH, NC S VOLUME 806. PAGE 894 O H.CDR FURTHER DESCRIBED IN VOLUME 155, PAGE 184 V H C OP. N S \ SECOND TRACT WARREN HENORY VOLUME 241. PAGE 362 H COP. 16 02 27 W 337.84 J S 75 08 54 E P.0.B. 322,28 PARCEL 696 1 N6 740 569 795-78 39 E 2.78,72387 e._4664 E I 16 0227 E J 156.79 I 7 5 3., t s.\ J7O.6 W NOTE: NOTE: \ N 436.4 RICHARD W. ALDERS AND JOHNYC E ALDERS, IN TRUST. AS TRUSTEES OF THE RICHARD AND JOHNYCE ALDERS TRUST (UNDIVIDED 12 INTEREST) VOLUME 2311. PAGE 14, H.C..P.R. C HARLES A. ALDERS OR 10 ANN ALDERS, TRUSTEES FOR THE ALDERS LMNG TRUST1 DATED JULY 30, 1990 (UNDIVIDED 12 INTEREST) VOLUME 2142, PAGE 773, H.C.R.P.R. BEING FURTHER DESCRIBED AS FIRST TRACT VOLUME 632, PAGE 637, H.C.D.R. REMAINDER CF 1 CALLED 92.7 ACRES 1I KNOWN UNDERGROUND UT.LmES SHOWN ARE QUALITY LEVEL B SUE (02152013) LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT F. C C S FL PARCEL 697 GREGORY W:CL!AM JACKSON AND ONA GENTRY JACKSON DOCUMENT TAO 2010 00008334 H C.R PR PARC EL 6.047 263,413 85 4,3 E N8 rt IET 696.1 AC. SQ.FT. lnf. -S 3939 54 W 192.63 UVRtD SPRINT tale LEVEL 9 SUE RICHARD W. ALDERS AND- ]OHNYCE ALDERS, IN TRUST. AS TRUSTEES OF THE HARD AND JOHNYCE ALDERS TRUST (UNDMDED 12 INTEREST) VOLUME 2311, PAGE 14, H.C..P.R. C HARLES A ALDERS OR JO ANN ALDERS, TRUSTEES FOR THE ALDERS LMNG TRUS DATED JULY 30, 1990 (UNDMDED 12 INTEREST) VOLUME 2142, PAGE 773, H.C.R.P.R. BEING FURTHER DESCRIBED AS THIRD TRACT VOLUME 632, PAGE 637. H.C.D.R. REMAINDER OF CALLED 160 ACRES 400 200 0 400 GNAPHIC SCALE IN FLEE 1 405 N GORRONDONA & ASSOCiATES, INC. L4 JACK NLWEZ.L BLVD SOUTH roll V,CfOH, TEXAS 76118 P IO L 8 1)4% I 424 1AX I81?)4G6 li6i - P5:11 Kr SCALE I = 400 DATE 09 13 2013 TINAWN iv: CA CNEC%EO ey. c REVISED DATE 09 24 201.1 SHEET TITt. SEGMENT 19 2, PARC EL 698.1 RICHARD W. ALDERS AND JOHNYCE ALDERS TRUSTEES CHARLES A. ALOERS OR JO ANN ALDERS, TRUSTEES PROJECT INTEGRATED PIPELINE PROJECT BASIS OF BEAR HG IS THE TEXAS STATE PLANE COORDINATE S YSTEM NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM (NAD3Sf2OO7) WITH AL OISTANCES AOJUSTED TO SURFACE PROJECT COMB NED SCALE FACTOR 0 9999804020
* EXHBIT A PARCEL 698.1 R.H. & H.T ALDERS SURVEY AB STRAC T 1225 12 SCUARE IRON BAR LEGEND = MARKER FOUND AS NOTED o = 58 IRS WITH CAP STAMPED GORRONDONA e- = POWER POLE C. REEVES SURVEY ABSTRACT 928 W. FRANC HER SURVEY 224 STRACT PP 91JR,tV c1u. Ui Ui UI Ui Ui UI IPL PARCEL 6962 RICHARD W. ALDERS AND ICHNYCE ALDERS, N TRUSt, AS TRUSTEES OF 1H RICHARD AND JONNYCE ALDERS TRUST (UNDiVIDED 12 INTEREST) VOLUME 2311, PACE 14 HC.R,P P CHARLES A. AS..DERS OR JO ANN ALDERS. TRUSTEES FOR THE ACERS LyING TRUST. DATED JULY 30. 1Q90 (]NDVIOED 12 INTEREST) VOLUME 2142. PACE 773 H CR.P.R BEING FURTHER DESCRED AS T,-LRD TRACT VCLUME 632, PACE 637 H C.D P REMANDER OF CALLED 160 ACRES IPL PARCEL 6982 R.C HARD W ALDERS AND JONNYCE ALDERS, IN TRUST. AS TRUSTEES OF THE RICHARD AND JONNYCE ALOERS TRUST (JNDUI DED 12 INTEREST) YO.IJUE 2311. PAGE 14 HCRPR. CHARSS A ALDERS OR JO ANN ALDERS. TRUSTEES FOR THE ALDERS LIVING TRUST. DATED JULY 3D, 1990 (UNDIVIDED 12 UTEREST) VOLUME 2142, PASE 773 H C P PR DEING FURThER DESCRIBED AS STTENTH TRACT VOLUME 632, PAGE 637 H.C OR, REMAINDER OF CALLED 641.5 ACRES WATER P1. PARCEL 702 TRACT ONE MILL RUN ra.rus. INC., A TEXAS CORPORATON VOLUME usc, PAGE 187 H C,R P.R N S. JONES SURVEY ABSTRACT 961 4C0 20-0 0 NOTE; KNOWN UNDERGROUND UTILITIES SHOWN ARE QUALITY LEVEL B SUE (02152013) NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS P).AT GORRONDONA & ASSOCIATES, INC. 7524 JACN NEWW. BLVD. SOUTH FORT WO H, TEXAS 76118 PIlr)NE (81?)4cT6 1424 fax (817)498 1168 PROJ NO. P207090320 SCALE 1 400 BATE. 09 13 2013 CRAN BY. CA thsc1ced BY. ]C REVISED DATE 09 24 2013 (RAPHC SDA.E III FEET 1 400 E.HE El TIT..E EXHIB IT A SEGMENT 1 9 2, PARCEL 698.1 RtC HARD W. ALDERS AND JOHNYCE ALDERS TRUSTEES CHARLES A. ALóERS OR JO ANN ALDERS, TRUSTEES PROJECT INTEGRATED P PELINE PROJECT BASIS OF BEARFIG 15 THE TEXAS STATE PLANE COORONATE SYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN OATUU (NAD83)(2007) with ALL DISTANCES ADJUSTED TO SURFAE y 3. PRO.JECT COMBINED SCALE FACTOR 09999804020
Parcel 698.2 Page 1 of5 EXHIBIT A Property Description Being 10.053-acres (437,915 square feet) of land situated in the W. Francher Survey, Abstract Number 224 and in the S. Jones Survey, Abstract No. 961, Henderson County, Texas, and more particularly that certain 160 acre tract described as Third Tract and that certain 641.5 acre tract described as Seventh Tract conveyed to Richard W. Alders and Johnyce Alders, in Trust, as Trustees of the Richard and Johnyce Alders Trust (undivided 12 interest), by instrument recorded in Volume 2311, Page 14, Henderson County Real Property Records, (H.C.R.?.R.), and being more particularly described in Volume 632, Page 637, Henderson County Deed Records, (H.C.D.R.), and being that certain 160 acre tract described as Third Tract and that certain 641.5 acre tract described as Seventh Tract conveyed to Charles A. Alders or J0 Ann Alders, Trustees for the Alders Living Trust, dated July 30, 1990 (undivided 12 interest), by instrument recorded in Volume 2142, Page 773, H.C.R.P.R., and being more particularly described in said Volume 632, Page 637, and being further described as follows: COMMENCING at a 1 inch iron pipe found for an interior corner of that certain tract described as Tract One conveyed to Mill Run Farms, Inc., a Texas corporation, by instrument recorded in Volume 1180, Page 187, H.C.R.P.R., said 1 inch iron pipe being in the most northerly north line of said Alders tract, said 1 inch iron pipe being the southeast corner of the R.H.& H.T. Alders Survey, Abstract Number 1225, Henderson County, Texas, said 1 inch iron rod being the southwest corner of the G. Reeves Survey, Abstract Number 928, Henderson County, Texas, said 1 inch iron pipe also being in the north line of said Abstract Number 961; THENCE South 09 degrees 33 minutes 02 seconds East, along the westerly tine of said Tract One, a distance of 460.96 feet to a 58 inch iron rod with cap stamped GORRONDONA set for the POINT OF BEGINNING (N:6,740,315.047, E:2,7$6,378.344 Grid); (1) THENCE South 09 degrees 33 minutes 02 seconds East, along the westerly line of said Tract One, a distance of 152.08 feet to a 58 inch iron rod with cap stamped GORRONDONA set for corner, from which a 12 inch iron rod found for an angle point in the westerly line of said Tract One bears South 09 degrees 33 minutes 02 seconds East, a distance of 788.32 feet; (2) THENCE North 89 degrees 13 minutes 15 seconds West, a distance of 2997.89 feet to a 58 inch iron rod with cap stamped GORRONDONA set for corner in the southeasterly right-ofway line of F.M. Highway 753 (an $0 right-of-way) (no deed of record found); (3) THENCE North 39 degrees 39 minutes 54 seconds East, with the southeasterly right-of-way line of said F.M. Highway 753, a distance of 192.62 feet to a 58 inch iron rod with cap stamped GORRONDONA set for corner; (4) THENCE South $9 degrees 12 minutes 52 seconds East, a distance of 2849.71 feet to the POINT OF BEGINNING and containing 10.053-acres (437,915 square feet) of land, more or less.
Parcel 698.2 Page 2 of 5 NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202) North American Datum (NAD83)(2007) with all distances adjusted to surface by project combined scale factor 0.9999804020. NOTE: Plat to accompany this legal description. I do certify on this 13th day of September, 2013, to Attorney s Title Co Of Henderson County, fidelity National Title Insurance Company, Tarrant Regional Water District, that a survey was made on the ground as per the field notes shown on this survey and is true and correct according to the standards of the Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundaries and areas of the subject property and the size, location and type of buildings and improvements, if any, and shows the location of all visible easements and rightsof-way and the rights-of-way, easements and other matters of record as listed in Schedule B of the Commitment for Title issued by fidelity National Title Insurance Company, with an effective date of february 20,2013, issued date of February 26, 2013 GF # 12-71 l-dd affecting the subject property and tisted in Exhibit A-i attached hereto. Except as shown on the survey: (1) there are no visible encroachments upon the subject property by visible improvements on adjacent property, (ii) there are no visible encroachments on adjacent property, streets or alleys by any visible improvements on the subject property, and (iii) there are no visible conflicts or discrepancies. This survey substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey. - Chris T. Abbott Registered Professional Land Surveyor CHRiS I. ABBOU Texas Registration No. 6407 640? 0 Dated: SUP
------ - - W. FRANC HER SURVEY ABSTRACT 224 IRL PARCEL 697 1.? GREGORY WILLIAM JACKSON t. 4 0 AND GINA GENTRY JACKSON DOCUMENT NO. 2010 00008334 H.CR.P.R.,. 6, W. FRANCHER SURVEY 1 ABSTRACT 224 PARCEL 698.2 N 3939 54 E ENCE INE\ 1 0.053 AC. 192.62 437,915 SQ.E. BURIED SPRINT CUE LEVEL B SUE DETAIL A S 89 12 52 E 2549,71 a a S a a is..e.., S R nasa N 69 13 15 W 2997,89 RICHARD W. ALDERS AND JOHNYCE ALDERS, IN TRUST, AS TRUSTEES OF THE RICHARD AND JOHNYCE ALDERS TRUST e, (UNDIVIDED 1 2 INTEREST) VOLUME 2311. PACE 14, H.C.R.P.R. CHARLES A. ALDERS OR JO ANN ALDERS, TRUSTEES FOR THE ALDERS LIVING TRUST, DATED JULY 30, 1990 (UNDIVIDED 12 INTEREST) VOLUME 2142, PACE 773, H.C.R.P.R. BEING FURTHER DESCRIBED AS THIRD TRACT VOLUME 632, PACE 637, H.C.D.R. REMAIN:)ER OF CALED 160 ACRES SLIWtY4N DETML A RICHARD W. ALDERS AND JORNYCE ALDERS, NOT W SCALE IN TRUST, AS TRUSTEES OF THE RCHARD AND JOHNYCE ALDERS TRUST (UNDIVIDED 12 INTEREST) VOLUME 2311, PAGE 14, H.C.R.P.R. CHARLES A. ALDERS OR JO ANN ALDERS, TRUSTEES FOR THE ALDERS LIVING TRUST, )ATEO JULY 30, 1990 (UNDIVIDED 12 INTEREST) VOLUME 2142, PAGE 773, H.C.R.P.R. BEING FURTHER DESCR6ED AS SEVENTH TRACT VOLUME 632, PAGE 637, H.C.D.R. REMAINDER OF CALLED 641.5 ACRES NOTE: KNOWN UNDERGROUND UT CITIES SHOWN ARE OUALITT LEVEL SUE (02152013) NOTE: LEGAL DESCRIPTION O ACCOMPANY THIS PLA EXHBIT A PARCEL 698.2 LEGEND = MARKER FOUND AS NOTED o 58 IRS WITH CAP STAMPED GORRONDONA -0- = POWER POLE.H. & H.T.1 ALDERS I G. REEVES SURVEY SURVEY ABSTRACTt ABSTRACT 928 1225 I to.n TRAIL P.0.8. PARCEL 6982 N 6.740.3 15.047 E2.756,378.344 (GRID) S 09 33 02 E 152.08 IIl PC PARCEL 702 I S. JONES SURVEY ABSTRACT 961 500 250 0 IRACT ONE MILL RUN FARMS, INC A TEXAS CORPORATION c 1 VOLUME 1180. PAGE 187 H.C P.1 R. 12 PF GRAPHIC SCALE IN FEET 1 = 500 GORRONDONA & ASSOCIATES, INC. 7524 JAck NE.WCIL BLVD SOUTH FORT WORTH, TEXAS 6118 PHUNS (8: 7)496 1 424 FAX (817)496 1768 PROJ M) P202033fl SCALE 1 S0O DATE 09 13 2013 DRAWN ICY. CA CHECXEI) BY; IC REWITD GATE Cg l9 20u PR TED G. CR l92c13 9 (iii CC SHEET TIILE EXHIB T A SEGMENT 1 9 2, PARCEL 698.2 RC HARD W. ALDERS AND JOHNYCE ALDERS TRUSTEES CHARLES A. ALOERS OR JO ANN ALDERS, TRUSTEES PROJECT NTEGRAIED PIPELINE PROJECT BASIS OF BEARING S THE TEXAS STATE PLANE COORO NATE SYStEM NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM CNADB3S(2007) WITH ALL DISTANCES AOJUSTED TO SURFACE BY - RROJECY COMB NED SCALE FACTOR 0.9999804020
Parcel 893 Page 1 of5 EXHIBIT A1 Property Description Being 1.567 acres (68,252 square feet) of land out of the John Williams Survey, Abstract Number 877, Navarro County, Texas, and more particularly that certain 10.13 acre tract of land conveyed to Joe L. White and wife, Velma B. White by deed recorded in Volume 1410, Page 203, Deed Records, Navarro County, Texas (D.R.N.C.T.), and being further described as follows: COMMENCING at a 12 inch iron rod found for the Northwesterly corner of said White tract and being in the existing Southerly right-of-way line of SH 31, No Deed of Record Found (180 wide right-of-way); THENCE N 78 53 15 E, along the Northerly line of said White tract and the existing Southerly right-of-way line of said SH 31, a distance of 792.72 feet to a set 58 inch iron rod with TranSystems cap for the Northwesterly corner and POINT OF BEGINNING of the tract herein described (N: 6,737,461.041, E: 2,663,851.847 Grid); (1) THENCE N 78 53 15 5, continuing along the Northerly line of said White tract and the existing Southerly right-of-way line of said SH 31, a distance of 153.51 feet to a set 58 inch iron rod with TranSystems cap for the Northeasterly corner of the tract herein described; (2) THENCE S 23 22 55 E, departing the Northerly line of said White tract and the existing Southerly right-of-way line of said SH 31, and along the Easterly line of the tract herein described, a distance of 15.33 feet to a set 58 inch iron rod with TranSystems cap for the point of intersection with the Easterly line of said White tract and the Westerly line of County Road 2240, No Deed of Record Found (variable width); (3) THENCE S 2105812211 E, along the Easterly line of said White tract and the Westerly line of said County Road 2240 and the Easterly line of the tract herein described, a distance of 110.83 feet to a set 51$ inch iron rod with TranSystems cap for an angle point; (4) THENCE S 19 12 20 E, departing the Easterly line of said White tract and the Westerly line of said County Road 2240 and along the Easterly line of the tract herein described, a distance of 328.80 feet to a set 58 inch iron rod with TranSystems cap for the point of intersection with the Southerly line of said White tract and the Northerly right-of-way line of Union Pacific Railroad, No Deed of Record Found (100 wide right-of-way), and being the Southeasterly corner of the tract herein described; (5) THENCE S 78 58 59 W, along the Southerly line of said White tract and the existing Northerly right-of-way line of said Union Pacific Railroad, and along the Southerly line of the tract herein described, a distance of 151.55 feet to a set 58 inch iron rod with TranSystems cap for the Southwesterly corner of the tract herein described;
Parcel 893 Page2 of 5 (6) THENCE N 19 12 16 W, departing the Southerly line of said White tract and the existing Northerly right-of-way line of said Union Pacific Railroad, and along the Westerty line of the tract herein described, a distance of 303.60 feet to a set 5!$ inch iron rod with TranSystems cap for an angle point; (7) THENCE N 21 58 22 W, continuing along the Westerly line of the tract herein described, a distance of 105.36 feet to a set 5 8 inch iron rod with TranSystems cap for an angle point; (8) THENCE N 23 22 55 W, continuing along the Westerly line of the tract herein described, a distance of 46.10 feet to the POINT OF BEGINNING, containing 1.567 acres (68,252 square feet) of land, more or less.
Parcel 893 Page 3 of 5 NOTE:Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (NAD 83)(200?) with all distances adjusted to surface by project combined scale factor of 0.9999460030. NOTE:Ptat to accompany this legal description. I do certify on this 6th day of February, 2015 to WFG National Title Insurance Company, and Tarrant Regional Water District, that a survey was made on the ground as per the field notes shown on this survey and is true and correct according to the standards of the Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundaries and areas of the subject property and the size, location and type of buildings and improvements, if any, and shows the location of all visible easements and rightsof-way and the rights-of-way, easements and other matters of record as listed in Schedule B of the Commitment for Title issued by WFG National Title Insurance Company, with an effective date of August Ii, 2014, issued date of August 27, 2014, Gf #CTI3-7034-W affecting the subject property and listed in Exhibit A-I attached hereto. Except as shown on the survey: (i) there are no visible encroachments upon the subject property by visible improvements on adjacent property, (ii) there are no visible encroachments on adjacent property, streets or alleys by any visible improvements on the subject property, and (iii) there are no visible conflicts or discrepancies. This survey substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey. Richard R. Dorr Registered Professional Land Surveyor Texas Registration Number 4780 Dated: O2fOcl.4
- 6.737A6TO4t 15 33 2.563.851.647 (GRID) :: N N2Y22 5 W k 6cITYOFKERENScP\ _--- P.O_c. 46.10 WATER LINE (DC 0) 1 2 IRF 8 CITY OF KERENS,.. WATER LINE (OC 0) 11% To JOE AND WIFE, PARCEL 893 VOL. 1410, PG. 803 1.567 AC. %, CALLED 1013 ACRES \68,252 SQ. FT. \ % DETAIL \.\. JOHN WILLIAMS SURVEY ABSTRACT 877 NOTES: KNOWN UNDERGROUND UTILITIES SHOWN ARE OUAUW LEVEL B & D SUE (12 27 2012) (U.0.N.) INDICATES UNLESS OTHERWISE NOTED LEGEND O = MARKER FOUND AS NOTED O SET 58 IRON ROD WITH CAP STAMPED TRANSYSTEMS (U.O.N.) -0-; POWER POLE ELECTRIC BOX -0 STREET SIGN._.-AccC NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT. PRINTED ON SHEET TITLE MICAJAH AUTREY SURVEY ABSTRACT 13 1iystefl) 262015 EXHIBIT A SEGMENT 16, PARCEL 893 500 WEST SEVENTH STREET JOE L. WHITE AND WIFE, FORT WORTH. TX 76102 VELMA B. WHITE (817) 339-8950 (TEL) ft (817) 336-2247 (FAX) R 0 R. 0 R REG. NO. 100383-00 PROJECT 4 0! INTEGRATED PIPELINE PROJECT SCALE: I :I DATES I1-u8-2I5 tii BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE ORWN BY: SI. 0 SYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM ECVED BY: RRO PG 4 OF 5 (NADS3)(2007) WITH AU. DISTANCES ADJUSTED 10 SURFACE BY REVISED 0TE: PROJECT COUINED SCALE FACTOR 0.9999460030 N 100 50 0 GRAPHIC SCALE IN FEET 1 l0o 190
Parcel 730 Page 1 of4 Property Description Being a 6.828 acre (297,415 square feet) tract of land situated in the Thomas Hanna Survey, Abstract Number 304, Henderson County, Texas and more particularly that certain 121.5 acre tract of land conveyed to Genie Warren, Jr. by instrument recorded in Volume 1926, Page 628, Official Public Records, Henderson County, Texas and being more particularly described as follows: BEGINNING at a 58-inch iron rod set in the west line of said Warren tract and the east line of a tract of land situated in said Hanna Survey conveyed to Lazy W. District No. 1 by instrument recorded in Document Number 20 13-00000420, said Official Public Records, from which a 38- inch iron rod found for the Northwest corner of said Warren tract and the east most Northeast corner of a tract of land situated in said Hanna Survey conveyed to Beverly Wilson Smith by instrument recorded in Volume 1491, Page 222, said Official Public Records bears N 01 19 57 W, a distance of 1,224.64 feet (said POINT OF BEGINNING having coordinates of N: 6,733,285.974, E: 2,816,820.563 GRID); (1) THENCE N 89 48 Ol E, departing the common line of said Warren tract and said Lazy W tract, over and across said Warren tract, a distance of 1,984.50 feet to a 58- inch iron rod set in the east line of said Warren tract and the west line of a tract of land situated in the Phillip Jackson Survey, Abstract Number 392, conveyed to Larry H. Fitzhugh and Karen K. Fitzhugh, husband and wife by instrument recorded in Volume 2100, Page 862, said Official Public Records, said 58-inch iron rod being within the margins of County Road 4515 (unknown width, no deed of record found); (2) THENCE S 00 00 27 E, with the common line of said Warren tract and said Fitzhugh tract, within the margins of said County Road 4515, a distance of 150.00 feet to a 58-inch iron rod set, from which a 34-inch iron pipe found within the margins of said County Road 4515 for the Southeast corner of said Warren tract bears S 00 00 27 E, a distance of 1,255.57 feet; (3) THENCE S 89 48 Ol W, departing the common line of said Warren tract and said Fitzhugh tract, over and across said Warren tract, a distance of 1,981.03 feet to a 58-inch iron rod set in the common line of said Warren tract and said Lazy W tract; (4) THENCE N 01 19 57 W, with the common line of said Warren tract and said Lazy W tract, a distance of 150.03 feet to the POINT OF BEGINNING and containing 6.82$ acres (297,415) square feet) of land, more or less.
Parcel 730 Page 2 of 4 NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (NAD 83)(2007) with all distances adjusted to surface by project combined scale factor of 0.9999804020. NOTE: Plat to accompany this legal description. NOTE: All 58-inch iron rods set have a yellow cap stamped SAM INC. I do certify on this 30th day of April, 2014, to Attorney s Title Company of Henderson County, fidelity National Title Insurance Company and Tarrant RegionaL Water District, that a survey was made on the ground as per the field notes shown on this survey and is true and correct according to the standards of the Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundaries and areas of the subject property and the size, location and type of buildings and improvements, if any, and shows the location of all visible easements and rightsof-way and the rights-of-way, easements and other matters of record as listed in Schedule B of the Commitment for Title issued by Fidelity National Title Insurance Company, with an effective date of May 6, 2014, issued date of May 13, 2014 GF # 14-293-DD affecting the subject property and listed in Exhibit A-i attached hereto. Except as shown on the survey: (1) there are no visible encroachments upon the subject property by visible improvements on adjacent property, (ii) there are no visible encroachments on adjacent property, streets or alleys by any visible improvements on the subject property, and (iii) there are no visible conflicts or discrepancies. This survey substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey. Kevin Wendell Registered Professional Land Surveyor Texas Registration Number 5500 Dated: May 30. 2014
PHILLIP JACKSON SURVEY ABSTRACT 392 U, SURVEYUNE,P.O.R. RF PARCEL 730 400 200 9 400 GRAPHIC SCALE IN FEET 1 400 N BEVERLY WILSON SMITH VOL 1491, PG. 222 O.PR.H.C.T. N U, THOMAS HANNA SURVEY ABSTRACT 304 IPL PARCEL 731 MONIE MONTGOMERY and LISA MONTGOMERY VOL. 2278. PG. 600 TRACT ji I O.P.R.H..T. a 0 z P.0.8. N 6,733,285.974 PARCEL 730 6.828 AC. 4 C CT E; 2,816,820,563 297,4 i.1 I GRID N89 48OV EL N SEE DETAIL A - - - - - - - IPL PARCEL 729 LAZY W. DISTRICT NO. 1 INST. NO. 2013 00000420 0.P.R.H.C.T. C 1 -J a a aa S a 5 5 5 S89 4801W 1,981.03 GENIE WARREN JR VOL 1926, PG 628 0.P.R.H.C.T. CALLED 121 12 AC. IR. N It, U, D z RICHEY AND HUSBANC KELLY RICHEY INST. NO. 2010 00010343 0.P.R.H.C.T. IPL PARCEL 1130 LARRY H. FITZHUCH AND KAREN K. FITZHUGH, HUSBAND AND WIFE VOL. 2100, PG. 862 0.P.R.H.C.T. LEGEND P.0.B. POINT OF BEGINNING P.O.R. POINT OF REFERENCE 0.P.R.H.C.T. OFFICIAL PUBLIC RECORDS HENDERSON COUNTY, TEXAS = MARKER FOUND AS NOTED 0 = 58 IRON ROD SET WITH YELLOW CAP STAMPED SAM = POWER POLE INC. LINE TABLE NO BEARING DISTANCE Li S0000 27 E 150.00 L2 NOlig 57 w 150.03 CO. RD. 4515 (16 +1 ) SEE NOTE 1 NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS FLAT. NOTE: KNOWN UNDERGROUND UTILITIES SHOWN ARE QUALITY LEVEL (B & C) SUE (01082013) ;34af NOTE 1: THE POTENTIAL PRESCRIPTIVE R.O.W. SHOWN HEREON WAS OBSERVED TO RE A TRAVELLED WAY IN USE BY THE PUBLIC. THE SURVEYOR HAS NO KNOWLEDGE OF A RECORDED DOCUMENT DEDICATING SAID ROAD. >- w > D zr ) OH (no oq <F -J -J 0 LaEf,n grtm. 7101 ENVOY COURT DALLAS, TEXAS 75267 (216) 631 7888 FAX: (214) 631-7103 FLE NAME: PARCEL 730.DGN PROJ NO: 032172 TRWD TASK 12 SCALE: 1 400 DATE: 05222013 DRAWN BY: CU CHECKED BY: 5KW REVISED DATE: SHEET PROJECT TITLE SEGMENT 19 1, PARCEL 730 GENIE WARREN, JR INTEGRATED PIPELINE PROJECT BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM. NORTH CENTRAL ZONE (42021 NORTH AMERICAN DATUM PG 3 OF 4 tnad83)12007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY PROJECT COMBINED SCALE FACTOR 0.9999804020
Parcel 731 Page 1 of4 Property Description Being a 2.334 acre (101,684 square feet) tract of land situated in the Philip Jackson Survey, Abstract Number 392, Henderson County, Texas and more particularly that certain 15.827 acre tract conveyed to Monte Montgomery and Lisa Montgomery, described as Tract #2 in the instrument recorded in Volume 2278, Page 600, Official Public Records, Henderson County, Texas, (henceforth referred to as Montgomery Tract 2) and being more particularly described as follows: BEGINNING at a 58-inch iron rod set in the East line of said Montgomery Tract 2 and the West line of a tract of land situated in said Jackson Survey, conveyed to fredrick L. Williams and Donna Jo Williams by instrument recorded in Volume 1994, Page 354, said Official Public Records, Henderson County, Texas, from which a 12-inch iron rod found at an angle point in the South most North line of said Williams tract bears the following courses and distances: N 02 1 8 42 W, with the common line of said Montgomery Tract 2 and said Williams tract, a distance of 20.85 feet to the Northeast corner of said Montgomery Tract 2 and the Southeast corner of a tract of land situated in said Jackson Survey conveyed to said Monte Montgomery and Lisa Montgomery, described as Tract #1, in the instrument recorded in said Volume 2278, Page 600, said Official Public Records, Henderson County, Texas, (henceforth referred to as Montgomery Tract 1); thence, N 02 18 56 W, continuing with the West line of said Williams tract and with the East line of said Montgomery Tract 1, a distance of 331.06 feet to a 12-inch iron rod found in the East line of said Montgomery Tract 1 for the West most Northwest corner of said Williams tract, thence N 89 l4 08 E, a distance of 616.81 feet; said POINT OF BEGINNING having coordinates of N: 6,733,510.913, E: 2,822,182.788 GRID; (1) THENCE S 02 18 42 H, with the common line of said Montgomery Tract 2 and said Williams tract, a distance of 158.94 feet to a 58-inch iron rod set; (2) THENCE S 6$ 22 48 W, departing the common line of said Montgomery Tract 2 and said Williams tract, over and across said Montgomery Tract 2, a distance of 540.58 feet to a 58-inch iron rod set; (3) THENCE S 89 4$ Ol W, continuing over and across said Montgomery Tract 2, a distance of 160.05 feet to the approximate center of a creek, being in the West line of said Montgomery Tract 2 and the East line of a tract of land situated in said Jackson Survey conveyed to Larry H. Fitzhugh and Karen K. fitzhugh, husband and wife, by instrument recorded in Volume 2100, Page 862, said Official Public Records, Henderson County, Texas; (4) THENCE N 27 12 02 B, with the common line of said Montgomery Tract 2 and said fitzhugh tract, with the approximate centerline of said creek, a distance of 57.85 feet; (5) THENCE N 02 41 34 W, continuing with the common line of said Montgomery Tract 2 and said F itzhugh tract, with the approximate centerline of said creek, a distance of 98.74 feet; (6) THENCE N 89 48 Ol B, departing the common line of said Montgomery Tract 2 and said Fitzhugh tract, over and across said Montgomery Tract 2, a distance of 109.35 feet to a 58-inch iron rod set;
Parcel 731 Page 2 of 4 (7) THENCE N 68 22 48 E, continuing over and across said Montgomery Tract 2, a distance of 564.76 feet to the POINT OF BEGINNING and containing 2.334 acres (101,684 square feet) of land, more or less. NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (NAD 83)(2007) with all distances adjusted to surface by project combined scale factor of 0.9999804020. NOTE: Plat to accompany this legal description. NOTE: All 58-inch iron rods set have a yellow cap stamped SAM INC. I do certify on this 3rd day of February, 2015, to Attorney s Title Company of Henderson County, Fidelity National Title Insurance Company and Tarrant Regional Water District, that a survey was made on the ground as per the field notes shown on this survey and is true and correct according to the standards of the Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundaries and areas of the subject property and the size, location and type of buildings and improvements, if any, and shows the location of all visible easements and rights-of-way and the rights-of-way, casements and other matters of record as listed in Schedule B of the Commitment for Title issued by Fidelity National Title Insurance Company, with an effective date of January 8, 2015, issued date of January 16, 2015 GF # I 4-642-DD affecting the subject property and listed in Exhibit A- 1 attached hereto. Except as shown on the survey: (i) there are no visible encroachments upon the subject property by visible improvements on adjacent property, (ii) there are no visible encroachments on adjacent property, streets or alleys by any visible improvements on the subject property, and (iii) there are no visible conflicts or discrepancies. This survey substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey. Wendell Registered Professional Land Surveyor Texas Registration Number 5500 Dated: February 3. 2015
IPL PARCEL 731 MONTE MONTGOMERY AND USA MONTGOMERY TRACT Il VOL. 2278. PG. 600 0. P. R.H.C.T. PHILIP JACKSON SURVEY ABSTRACT 392 PARCEL 731 P.O.R. r 300 150 0 300 GRAPHIC SCALE IN FEET 1 300 - N89 14 08 E 61&81 - P.0.R. I2 IRF J N P.0.8. N: 6,733,510.913 E: 2,822,182.788 GRID LARRY H. PL PARCEL 1130 FITZHUGH AND KAREN K. FITZHUGH, HUSBAND AND WIFE VOL. 2100, PG. 862 0.P.R.H.C.I. PARCEL 2.334 101,684 MONTE 731 AC. SQ.FT. MONTGOMERY IPL PARCEL 732 FREDRICK C. WILLIAMS AND DONNA JO WILLIAMS VOL. 1994, PG. 354 0. P. P Fl CT. LISA MONTGOMERY t TRACT 2 VOL. 2278, PG. 600 O.P.R.H.C.T. \\CAI.ED1 5.827 AC. TR. - P.0.8. P.0.R. 0.P.R.H.C.T. ii LEGEND POINT OF BEGINNING POINT OF REFERENCE OFFICIAL PUBLIC RECORDS HENDERSON COUNTY, TEXAS = MARKER FOUND AS NOTED o = 58 IRON ROD SET WITH YELLOW CAP STAMPED SAM INC. LINE TABI.E NO BEARING DISTANCE Li N0218 42 W 20.85 L2 S02 18 42 E 158.94 L3 S89 4801 W 160.05 L4 N27 12 O2 E 57.85 L5 NQZ4I 34 W 98.74 L6 N89 48 01 E 109.35 - NOTE: LEGAL DESCRIPTION TO NOTE: KNOWN UNDERGROUND ARE QUALITY LEVEL (B) - - ACCOMPANY THIS PLAT. UTILITIES SHOWN ARE SUE (011113). 7101 ENVOY COURT DALLAS. TEXAS 7521.7 (211.) Es51 7888 FAX (211.) 631-7103 FIRM REGISTRATION No 10061.300 FILE NAME; PCEL73I.DGN PROJ NO: 032172 lewd TASK 12 SCALE 1 300 OATE 02022015 DRAWN 85; CM CHECKED 8Y SKW REVISED DATE PRINTED ON; SHEET TITLE 0210212015 I0*8 32 AM SEGMENT 19 1, PARCEL 731 MONTE MONTGOMERY AND LISA MONTGOMERY INTEGRATED PIPELINE PROJECT OASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM pq 3 OF 4 CNAD83H2D07) WITH ALL DISTANCES ADJUSTED TO SURFACE BY PROJECT COMBINED SCALE FACTOR 0.9999804020
Parcel 1130 Page 1 of 6 Property Description Being a 9.442 acre (411,316 square feet) tract of land situated in the Philip Jackson Survey, Abstract Number 392, Henderson County, Texas and more particularly that certain 77.019 acre tract conveyed to Larry H. fitzhugh and Karen K. Fitzhugh, husband and wife by instrument recorded in Volume 2100, Page 862, Official Public Records, Henderson County, Texas, and being more particularly described as follows: BEGINNING at a 58-inch iron rod set in the West line of said Fitzhugh tract and the East line of tract of land situated in the Thomas Hanna Survey, Abstract Number 304 conveyed to Genie Warren, Jr. by instrument recorded in Volume 1926, Page 628, said Official Public Records, from which the Northwest corner of a tract of land situated in said Jackson Survey conveyed to Debra Richey and husband Kelly Richey by instrument recorded in Instrument Number 2010-00010343, said Official Public Records and the Southwest corner of a tract of a land situated in said Jackson Survey conveyed to Monte Montgomery and Lisa Montgomery, described as Tract 1 in the instrument recorded in Volume 2278, Page 600, said Official Public Records, bears N 00 00 27 W, at 212.74 feet, pass a 12-inch iron rod found for reference, in all, a distance of 214.47 feet; said POINT OF BEGINNING having coordinates of N: 6,733,292.890 and E: 2,818,805.010 GRID; (1) THENCE N 89 48 Ol E, departing the common line of said Fitzhugh tract and said Warren tract, over and across said fitzhugh tract, a distance of 2,743.48 feet to a point in the approximate centerline of a creek, being the East line of said Fitzhugh tract and the West line of a tract of land situated in said Jackson Survey conveyed to said Monte Montgomery and Lisa Montgomery, being described as Tract 2 in said instrument recorded in Volume 227$, Page 600, said Official Public Records; (2) THENCE S 02 41 34 F, with the approximate centerline of said creek and with the common line of said Fitzhugh tract and said Montgomery Tract 2, a distance of 98.74 feet; (3) THENCE S 27 12 02 W, continuing with the approximate centerline of said creek and with the common line of said Fitzhugh tract and said Montgomery Tract 2, a distance of 57.85 feet; (4) THENCE $ 89 48 Ol W, departing the common line of said Fitzhugh tract and said Montgomery Tract 2, over and across said Fitzhugh tract, a distance of 2,721.65 feet to the common line of said Fitzhugh tract and said Warren tract, from which a 34-inch iron pipe found for the Southeast corner of said Warren tract bears S 00 00 27 E, a distance of 1,255.57 feet; (5) THENCE N 00 00 27 W, with the common line of said Fitzhugh tract and said Warren tract,, a distance of 150.00 feet to the point of beginning and containing 9.442 acres (411,316 square feet) of land, more or less.
Parcel 1130 Page 2 of 6 NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (NAD $3)(2007) with all distances adjusted to surface by project combined scale factor of 0.9999804020. NOTE: Plat to accompany this legal description. NOTE: All 58-inch iron rods set have a yellow cap stamped SAM INC. I do certify on this 24th day of february, 2015, to Attorney s Title Company of Henderson County, Fidelity National Title Insurance Company and Tarrant Regional Water District, that a survey was made on the ground as per the field notes shown on this survey and is true and correct according to the standards of the Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundaries and areas of the subject property and the size, location and type of buildings and improvements, if any, and shows the location of all visible easements and rights-of-way and the rights-of-way, easements and other matters of record as listed in Schedule B of the Commitment for Title is sued by fidelity National Title Insurance Company, with an effective date of January 23, 2015, issued date of February 10, 2015 GF # 15-04l-DD affecting the subject property and listed in Exhibit A-I attached hereto. Except as shown on the survey: (i) there are no visible encroachments upon the subject property by visible improvements on adjacent property, (ii) there are no visible encroachments on adjacent property, streets or alleys by any visible improvements on the subject property, and (iii) there are no visible conflicts or discrepancies. This survey substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey. 7 Kevin Wendell Registered Professional Land Surveyor Texas Registration Number 5500 Dated: february 24. 2015
PARCEL 1130 N N.T.S. - -- --t-- -- -- -- -- -- TEc4)J 1w qx PC PARCEL 731 MONTE MONTGOMERY AND LISA MONTGOMERY >- TRACT #1 VOL. 2278. PG. 600 O.P. R. H. C. T. U, DEBRA RICHEY AND HUSBAND KELLY RICHEY INST. NO. 20(0 00010343 IPC PARCEL 730 GENIE WARREN. JR. VOL. 1926, PG. 628 0.P.R.H.C.T. IPL PARCEL 731 MONIE MONTGOMERY AND LISA MONTGOMERY I PARCEL 11 30 I LARRY H. FITZHUGH AND VOL. 2278, PG. 600 9 tns_.. O.P.R.H.C.T. 411,316 SQ.FT. I ij KAREN K. FITZHUCH HUSBAND AND WIFE VOL. 2100, PG. 862 O.P.R.H.C.T. 44 A. S 4) 1 1 NS legend P.08 POINT Of SEGINHING P.0R POINT or REFERENCE O.P.R H CT. OFFICIAL PUBLIC RECORDS HENDERSON COUNTY. TEXAS MARKER FEND AS NOTED o 58 IRON BOO SET WITH YELLOW CAP STAMPED 5AM INC NOTE: LEGAL DESCRIRSOR 10 ACCOMPANY TOO PINT ROTC: BROWN UNOERGBO.R4 USLTICS SNORN ARE ARE DUALITY 10151 (8) SUE ITTiTIS 7101 ENVOY COURT DALLAS. TEXAS 75267 (216) 631-7888 FAX: (216) 631-7103 FIRM REGISTRATION NO 0064300 032112 TRWD TASK 12 SHEET TITLE SEGMENT 19 1, PARCEL 1130 LARRY H. FITZHUGH AND KAREN K. FITZHUGH HUSBAND AND WIFE PROJECT INTEGRATED PIPELINE PROJECT BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE I SYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM or 3 I tn*0831(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY LPROJECT COMBINED SCALE FACTOR 0.9999804020 n
PARCEL 1130 300 iso 0 300 GRAPHIC SCALE IN FEET I 300 N z MONTE IPL PARCEL 731 MONTGOMERY AND LISA MONTGOMERY TRACT #1 VOL. 2278. G. 600 0. P. R.H.CT. 0EB RICHEY AND HUSND KELLY RICHEY...--. NO. 2010 00010343 0.P.R.H.C.T. - 1-,, C - F P.0.B. N: 6.733.292.890 C: 2,818,805.010 GRID N OO00 27 150.00 SEE DETAIL ] _N_894801 E 2,743.4, _ IPL PARCEL 730 GENIE WARREN, JR. VOL. 1926. PG. 628 0.P.R.H.C.T. 0 a 13 w PARCEL 1130 9.442 AC. 411,316 SQ.FT. LARRY H. FITZHUGH AND KAREN K. FITZHUGH HUSBAND AND WIFE VOL. 2100, PG. 662 O.P.RH.C.T. CALLED 75.019 AC. TR. UJ 0 w -J I U N If) 0 u A) C PHILIP JACKSON SURVEY ABSTRACT 392 LiJ N 0.o F LEGEND P.O.B. POINT OF BEGINNING P.O.R. POINT OF REFERENCE O.P.R.H.C.T. OFFICIAL PUBLIC RECORDS HENDERSON COUNTY, TEXAS = MARKER FOUND AS NOTED O = 58 IRON ROD SET WITH YELLOW CAP STAMPED SAM INC. 7101 ENVOY COURT DALLAS. TEXAS 75267 (216) 631 7888 FAX (216) 631-7103 FIRM REGISTRATION No 10064300 FILE NA)AE: PARCEL 1130.DGN PROJ NO 032172 IRWO TASK 12 SCALE r 300 DATE: 022415 DRAWN BY CM )J-1ECKED 5Y: 5KW REVISED DATE: : SHEET PROJECT NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT. NOTE: KNOWN UNDERCROUND UTILITIES SHOWN ARE OUALITY LEVEL (B & C) SUE (01112013) NOTE 1: THE POTENTIAL PRESCRIPTIVE R.O.W. SHOWN HEREON WAS OBSERVED TO BE A TRAVELLED WAY IN USE BY THE PUBLIC. THE SURVEYOR HAS NO KNOWLEDGE OF A RECORDED DOCUMENT DEDICATING SAID ROAD. TITLE SEGMENT 19 1, PARCEL 1130 LARRY H. FITZHUGH AND KAREN K. FITZHUGH HUSBAND AND WIFE INTEGRATED PIPELINE PROJECT BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM C A tnao83)i2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY PROJECT COMBINED SCALE FACTOR 0.9999804020
PARCEL 1130 300 150 0 GRAPHIC SCALE IN FEET 1-300 300 PC PARCEL 731 MONTE MONTGOMERY AND LISA MONTGOMERY VOL TRACT #1 2278. PC. 600 0. P. R. H.C T. PHILIP JACKSON SURVEY ABSTRACT 392 Li - 84OE 743.48 w 0 a LJ z -J 0 PARCEL 1130 9.442 AC. 411,316 SQ.FT. LARRY H. FITZHUCH AND KAREN K. FITZHUGH HUSBAND AND WIFE VOL. 2100, PG. 862 0. P.R. H. C.T. CALLED 75.019 AC. TR. LINE TABLE NO BEARING DISTANCE Li S 02 41 34 E 98.74 L2 S 2T12 02 W 57.85 - I IPL PARCEL 731 MONTE MONTGOMERY AND LISA MONTGOMERY TRACT 2 VOL. 2276, PG. 600 0. P. R. H.C.1. N LEGEND P.O.B. POINT OF BEGINNING P.O.R. POINT OF REFERENCE O.P.R.H.C.T. OFFICIAL PUBLIC RECORDS HENDERSON COUNTY, TEXAS = MARKER FOUND AS NOTED o = 58 IRON ROD SET WITH YELLOW CAP STAMPED SAM INC. 7101 ENVOY COURT DALLAS. TEXAS 75247 fz16) 631-7888 FAX (216) 631-7103 FIRM REGISTRATION No IOQôt.300 flle NAME: PMCEC 1130.DCN PROJ NO: 032172 IRWO TASK 12 SCALE V 300 DATE: 0212412015 DRAWN BY: CM LICKED BY: SI(W REVISED BAIt: SHEET PROJECT TITLE NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT. NOTE: KNOWN UNDERGROUND UTILITIES SHOWN ARE ARE QUALITY LEVEL (B) SUE (011113). SEGMENT 19 1, PARCEL 1130 LARRY H. FITZHUGH AND KAREN K. FITZHUGH HUSBAND AND WIFE INTEGRATED PIPELINE PROJECT BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM. NORTH CENTRAL ZONE t4202) NORTH AMERICAN DATUM p 5 OF 6 (NAO83)12007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY PROJECT COMBINED SCALE FACTOR 0.9999804020
Parcel 719 Page 1 of 6 EXHiBIT A Property Description Being a 5.680 acre (247,433 square feet) tract of land sitttatcd in the J.H. Stirman Survey, Abstract Number 711, Henderson County, Texas and more particularly that certain 76.5 acre tract conveyed to Jan Gary by instrument recorded in Volume 1253, Page 480, Deed Records, Henderson, County, Texas and being more particularly described as follows: BEGINNING at a 58-inch iron rod set in the west line of said Jan Gary tract and the east line of a tract of land situated in the M.B. McKeever Survey, Abstract Number 479, conveyed to Kenneth Cook and Cynthia Cook by instrument recorded in Volume 2780, Page 20, Official Public Records, said Henderson County, from which a point in the west line of a tract of land situated in said Stirman Survey, conveyed to George F. and Martha Brown by instrument recorded in Volume 946, Page 311, said Deed Records for the Northeast corner of said Cook tract and the Southeast corner of a tract of land situated in said McKeever Survey, conveyed to Alton Gary, Ann Gary and Jan Gary by instrument recorded in Volume 1375, Page 893, said Deed Records bears N 00 1$ 22 W, a distance of 140.87 feet, from which a 3-inch iron pipe found for reference bears N 02 46 39 E, a distance of 28.71 feet, said POINT Of BEGiNNING having coordinates of N: 6,737,730.241, E: 2,801,622.930 GRID; (1) THENCE S 36 45 44 E, departing the common line of said Jan Gary tract and said Cook tract, over and across said Jan Gary tract, a distance of 507.66 feet to a 58-inch iron rod set; (2) THENCE S 46 40 21 F, continuing over and across said Jan Gary tract, a distance of 496.11 feet to a 58-inch iron rod set; (3) THENCE S 43 57 OS E, continuing over and across said Jan Gary tract, a distance of 805.03 feet to a 58-inch iron rod set in the South line of said Jan Gary tract and the North line of a tract of land situated in the Moses Cavitt Survey, Abstract Number 149, conveyed to Thomas V. Beck et ux Linda S. Beck by instrument recorded in Volume 1121, Page 28, said Deed Records, from which a point in the West line of a tract of land situated in said Cavitt Survey conveyed to Alton Gary by instrument recorded in Volume 874, Page 428, said Deed Records, (of which one-half interest being conveyed to Jan Gary by instrument recorded in Volume 2283, Page 133, said Deed Records and one-half interest retained by the Estate of Alton Gary) for the Southeast corner of said Beck tract bears N $7 45 33 E, with the South line of said Jan Gary tract and the North line of said Beck tract, a distance of 15.8$ feet to a point in the South line of said Jan Gary tract for the Northeast corner of said Beck tract and the Northwest corner of said Alton Gary tract and $ 02 14 16 E, with the East line of said Beck tract and the West line of said Alton Gary tract, a distance of 2,600.74 feet, from which a 12-inch iron rod found for reference bears N $$ 33 17 E, a distance of 11.54 feet; (4) THENCE S $7 45 33 W with the common line of said Jan Gary tract and said Beck tract, a distance of 200.93 feet to a 58-inch iron rod set; (5) THENCE N 43 57 05 W, departing the common line of said Jan Gary tract and said Beck tract, over and across said Jan Gary tract, a distance of 669.87 feet to a 58-inch iron rod set;
Parcel 719 Page 2 of 6 (6) THENCE N 46 40 21 W, continuing over and across said Jan Gary tract, a distance of 504.03 feet to a 58-inch iron rod set; (7) THENCE N 36 45 44 W, continuing over and across said Jan Gary tract, a distance of 317.05 feet to a 58-inch iron rod set in the common line of said Jan Gary tract and said Cook tract; (8) THENCE N 00 18 22 W, with the common line of said Jan Gary tract and said Cook tract, a distance of 252.44 feet to the POINT OF BEGINNING and containing 5.680 acres (247,433 square feet) of land, more or less. NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (NAD 83)(2007) with all distances adjusted to surface by project combined scale factor of 0.9999804020. NOTE: Plat to accompany this legal description. NOTE: All 58-inch iron rods set have a yellow cap stamped SAM INC. I do certify on this 3111 day of April, 2014, to Attorney s Title Company of Henderson County, Fidelity National Title Insurance Company and Tarrant Regional Water District, that a survey was made on the ground as per the field notes shown on this survey and is true and correct according to the standards of the Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundaries and areas of the subject property and the size, location and type of buildings and improvements, if any, and shows the location of all visible easements and rightsof-way and the rights-of-way, easements and other matters of record as listed in Schedule B of the Commitment for Title issued by Fidelity National Title Insurance Company, with an effective date of February 11, 2014, issued date of February 18, 2014 GF # 14-086-DD affecting the subject property and listed in Exhibit A-i attached hereto. Except as shown on the survey: (i) there are no visible encroachments upon the subject property by visible improvements on adjacent property, (ii) there are no visible encroachments on adjacent property, streets or alleys by any visible improvements on the subject property, and (iii) there are no visible conflicts or discrepancies. This survey substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey. WKevin Wendell Registered Professional Land Surveyor Texas Registration Number 5500 Dated: April 3. 2014
ALTON GARY, ANN GARY & JAN GARY VOL 1375, PG 893 4SEE DETAIL A _j N00 18 22 W 140.87 P.0.B. N: 6,737,730.241 4 E: 2,801,622.930 S<,RID PARCEL 719 400 200 C 400 GRAPHIC SCALE IN FEET ].H. STIRMAN SURVEY GEORGE F. & MARTHA BROWN1 400 VOL 946 PG 311 D.R.).C.T. ABSTRACT 711 JAN GARY VOL 1253, PG 480 D,R.H.C.T. SECOND TRACT CALLED 80 AC. TR. (LESS 3.5 AC) I.1 -J 8L) C 00 Ui z Ui I Y 4,4 PARCEL 719 5.680 AC. 247)433 SQ.FT 44 44. N87 45 33 E ;4 4.e.<. 15.88 LINE TABLE NO BEARING DISTANCE Li S3645 44 E 507.66 L2 S87 45 33 W 200.93 L3 N3645 44 W 317.05 L4 N00 78 22 W 252.44 Ui >_ w > SuRVEY LINE.- SURVEY UNE \ - cn: >0 wq c oil) P.0.B. P.0.R. D.R.H.C.T. IPL PARCEL 1082 THOMAS V. BECK ET UX LINDA S. BECK VOL 1121, PG 28 D.R.H.C.T. MOSES CAVITT SURVEY ABSTRACT 149 LEGEND POINT OF BEGINNING POINT OF REFERENCE VI I P1 t IPC PARCEL 721 A1.TON GARY VOL 874, PG 428 D.R.H.C.T. ( INTEREST TO JAN GARY VOL 2283 PG 133 D.R.H.C.T. & INTEREST RETAINED BY ALTON GARY ESTATE),, N88 33 1 7 E 11.54 I 12 IRF DEED RECORDS, HENDERSON COUNTY, TEXAS 0. P.R.H. CT. OFFICIAL PUBLIC RECORDS HENDERSON COUNTY, TEXAS. MARKER FOUND AS NOTED 0 58 IRON ROD SET WITH NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT. YELLOW CAP STAMPED SAM INC. NOTE: NO KNOWN UTILITIES FOUND 2192013. DETAIL N.T.S. t141& AI i LicrMEW.(c 7101 ENVOY COURT DALLAS. TEXAS 75247 (214) 631-7888 FAX: (211.) 651-7103 FIRM REGISTRATION NO. 101 SHEET TITLE SEGMENT 19 2, PARCEL JAN GARY INTEGRATED PIPELINE PROJECT 719 BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN I (NA083)(2007) WITH ALL DISTANCES ADJUSTED TO SURF PROJECT COMBINED SCALE FACTOR 0.9999804020
Parcel 721 Page 1 of6 Property Description Being an 8.095 acre (325,635 square feet) tract of land situated in the Moses Cavitt Survey, Abstract Number 149, Henderson County, Texas and more particularly that certain 187 acre tract conveyed to Alton Gary (henceforth referred to as Gary Tract 1) by instrument recorded in Volume 874, Page 428, Deed Records, Henderson County, Texas, (of which 12-interest was conveyed to Jan Gary by instrument recorded in Volume 2283, Page 133, said Deed Records and 12-interest was retained by the Alton Gary Estate) and being more particularly described as follows: BEGINNING at a 58-inch iron rod set in the West line of said Gary Tract I and the East line of a tract of land situated in said Cavitt Survey, conveyed to Thomas V. Beck et ux Linda S. Beck by instrument recorded in Volume 1121, Page 28, said Deed Records, from which a point in the West line of said Gary Tract I, for the Southeast corner of said Beck tract bears S 02 14 16 E, a distance of 2,357.49 feet, from which a 12-inch iron rod found for reference bears N 88 33 17 F, a distance of 11.54 feet, said POINT OF BEGINNING having coordinates of N: 6,736,161.148, E: 2,802,871.733 GRID; (1) THENCE N 02 14 16 W, with the common line of said Gary Tract I and said Beck tract, a distance of 225.43 feet to a 58-inch iron rod set; (2) THENCE $ 43 57 05 E, departing the common line of said Gary Tract I and said Beck tract, over and across said Gary Tract I, a distance of 2,350.90 feet to a 58-inch iron rod set in the west most east line of said Gary Tract I and the west most west line of a tract of land situated in the D.M. Morgan Survey, Abstract Number 557 and the Lucy J. Vaughn Survey, Abstract Number 788 conveyed to Alton Gary and wife, Ann Gary (henceforth referred to as Gary Tract II) by instrument recorded in Volume 579, Page 35, said Deed Records, of which 12-interest was conveyed to Jan Gary by instrument recorded in said Volume 2223, Page 133; (3) THENCE S 02 14 16 F, with the common line of said Gary Tract I and said Gary Tract II, a distance of 225.43 feet to a 58-inch iron rod set from which the south most Southeast corner of said Gary Tract I bears S 02 l4 16 E, a distance of 1,315.24 feet, from which a 2-inch iron pipe found for reference bears N 86 20 56 F, a distance of 15.75 feet; (4) THENCE N 43 57 OS W, departing the common line of said Gary Tract I and said Gary Tract II, over and across said Gary Tract I, a distance of 2,350.90 feet to the POINT OF BEGINNING and containing 8.095 acres (325,635 square feet) of land, more or less.
Parcel 721 Page 2 of 6 NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (NAD 83)(2007) with all distances adjusted to surface by project combined scale factor of 0.9999804020. NOTE: Plat to accompany this legal description. NOTE: All 58-inch iron rods set have a yellow cap stamped SAM INC. I do certify on this 3rd day of April, 2014, to Attorney s Title Company of Henderson County, Fidelity National Title Insurance Company and Tarrant Regional Water District, that a survey was made on the ground as per the field notes shown on this survey and is true and correct according to the standards of the Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundaries and areas of the subject property and the size, location and type of buildings and improvements, if any, and shows the location of all visible easements and rightsof-way and the rights-of-way, easements and other matters of record as listed in Schedule B of the Commitment for Title issued by fidelity National Title Insurance Company, with an effective date of February 11, 2014, issued date of February 18, 2014 GF # 14-086-DD affecting the subject property and listed in Exhibit A-i attached hereto. Except as shown on the survey: (i) there arc no visible encroachments upon the subject property by visible improvements on adjacent property, (ii) there are no visible encroachments on adjacent property, streets or alleys by any visible improvements on the subject property, and (iii) there are no visible conflicts or discrepancies. This survey substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey. Kevin Wendell 1egisterec1 Professional Land Surveyor Texas Registration Number 5500 Dated: April 3, 2014
IPL PARCEL 719 JAN GARY VOL 1253, PG 480 SECOND TRACT D.R.H.C.T. J.H. STIRMAN SURVEY ABSTRACT 711 600 300 0 600 PARCEL 721 N GRAPHIC SCALE IN FEET 1-600 \.. I 4 i 0, 4, s;. \, \q. IPL PARCEL 1062 1 PARCEL 721 THOMAS V. BECK ET UX MOSES CAVIIT SURVEY ABSTRACT 149 >\ C 9, 9Q4\ LINDA S. BECK 8.095 AC.._ ç 444k \ LINE TABLE NO BEARING DISTANCE Li NOZ14 16W 225.43 L2 SO2i4 16E 225.43 VOL 1)21. PG 26 D.R.H.C.T., IPL PARCEL 1131 LEGEND 325,635 SQ. FT. ALTON GARY AND WIFE ANN GARY VOL 579 PG 35 D.RI-1.C.T. CALLED 50 AC. TR. ()1 INTEREST TO N ALTON GARY JAN GARY I VOL 874, PG 428 D.R.H.C.T. CALLED 187 AC. IR. _J VOL. 2283, PG. 133 D.R.H.C.T.) N8833 1 7 E I1 1.54 INTEREST TO JAN GARY O.R D.M. MORGAN SURVEY VOL. 2283, PG. 133 CI 12 )RF O.R.H.C.T... ABSTRACT 557 & d, FENC I INTEREST IP PARCEL 1123 RETAINED BY JOHN C. CARTER and SHIRLEY A. CARTER ALTON GARY ESTATE) a VOL 1941 PG 507 O.P.RJ-I.C.T. ILUCY J VAUGHN SURVEY ABSTRACT 788 P.O.B. P.O.R. POINT POINT OF OF BEGINNING REFERENCE D.R.H.C.T. DEED RECORDS, HENDERSON COUNTY, TEXAS O.P.R.H.C.T. OFFICIAL PUBLIC RECORDS HENDERSON COUNTY, TEXAS = MARKER FOUND AS NOTED o 58 IRON ROD SET WITH YELLOW CAP STAMPED SAM INC. N82OEp 15.75 NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT. NOTE: NO KNOWN UTILITIES FOUND 2182013. 7101 ENVOY COURT DALLAS, TEXAS 75247 (2)1.) 631-7888 FAX: (2)4) 631-7103 FIRM REGISTRATION No 10064300 FILE NAME PARCEL?21.OGN PROJ NO: 032)72 IRWO TASK 12 SCALE: OATE: 0511212014 DRAWN BY: CM CHECKED BY; SKW REVISED DATE: SHEET PROJECT TITLE SEGMENT 19 2, PARCEL 721 ALTO N GARY JAN GARY INTEGRATED PIPELINE PROJECT BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM pr tnad83i12007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY PROJECT COMBINED SCALE FACTOR 0.9999804020
Parcel 1123 Page 1 of 6 Property Description Being a 7.146 acre (311,263 square foot) tract of land situated in the D.M. Morgan Survey, Abstract Number 557, Henderson County, Texas and more particularly that certain 104.043 acre tract of land conveyed to Ann Gary (henceforth referred to as Gary Tract I) by instrument recorded in Document Number 20 14-00006770, Official Public Records, Henderson County, Texas and being more particularly described as follows: BEGINNING at a 58-inch iron rod set in the east line of said Gary Tract I for the Southwest corner of a tract of land situated in the T.W. Frizzell Survey, Abstract Number 237 conveyed to Alton Gary (henceforth referred to as Gary Tract II) by instnunent recorded as the First Tract in Volume 1056, Page 579, Deed Records, Henderson County, Texas and the Northwest corner of a tract of land situated in said Frizzell Survey conveyed to Ann Gary and Alton Gary (henceforth referred to as Gary Tract Iii) by instrument recorded as the first Tract in Volume 1253, Page 483, said Deed Records, from which a 12-inch iron rod found in the south line of a tract of land situated in the W. Sims Survey, Abstract Number 712 conveyed to said Alton Gary by instrument recorded as the Third Tract in said Volume 1056, Page 579, for the Northeast corner of said Gary Tract 1 and the Northwest corner of said Gary Tract 11 bears N 01 40 08 W, a distance of 1,377.76 feet, (said POINT OF BEGINNING having coordinates of N: 6,733,578.114, E: 2,807,358.331 GRID): (1) THENCE $ 01 19 49 E, with the common line of said Gary Tract I and said Gary Tract 111, a distance of 149.97 feet to a 58-inch iron rod set; (2) THENCE S 8$ 04 37 W, departing the common line of said Gary Tract I and said Gary Tract 111, over and across said Gary Tract I a distance of 999.55 feet to a 58-inch iron rod set. (3) THENCE N 79 55 3$ W, continuing over and across said Gary Tract I, a distance of 493.74 feet to a 58-inch iron rod set; (4) THENCE N 67 56 07 W, continuing over and across said Gary Tract 1, a distance of 486.3$ feet to a 58-inch iron rod set in the west line of said Gary Tract I and the east line of a tract of land situated in said Morgan Survey and the Lucy J. Vaughn Survey, Abstract Number 788, conveyed to Alton Gary and wife, Ann Gary (henceforth referred to as Gary Tract IV) by instrument recorded in Volume 579, Page 35, said Deed Records (of which 12-interest was conveyed to Jan Gary by instrument recorded in Volume 2283, Page 133 said Deed Records); (5) THENCE N 0l00421 W, with the common line of said Gary Tract I and said Gary Tract IV, a distance of 196.27 feet to a 58-inch iron rod sot, from which a 12-inch iron rod found in the east line of said Gary Tract IV for an eli corner of a tract of land situated in said Morgan Survey and the Moses Cavitt Survey, Abstract Number 149 conveyed to said Alton Gary by instrument recorded in Volume 874, Page 428, said Deed Records (of which 12-merest was conveyed to said Jan Gary by instrument recorded in said Volume 2283, Page 133) and the Northwest corner of said Gary Tract I bears N 01 04 2l W, a distance of 957.19 feet;
Parcel 1123 Page 2 of 6 (6) THENCE S 55 56 36 E, departing the common line of said Gary Tract I and said Gary Tract IV, over and across said Gary Tract I a distance of $8.80 feet to a 58-inch iron rod set; (7) THENCE S 67 56 07 E, continuing over and across said Gary Tract I, a distance of 459.62 feet to a 58-inch iron rod set; (8) THENCE S 79 55 38 E, continuing over and across said Gary Tract I, a distance of 459.62 feet to a 58-inch iron rod set; (9) THENCE S $8 55 16 E, continuing over and across said Gary Tract I, a distance of 229.97 feet to a 58-inch iron rod set; (10) THENCE N 88 04 51 F, continuing over and across said Gary Tract I, a distance of 754.50 feet to the POINT OF BEGINNING and containing 7.146 acres (311,263 square feet) of land, more or less.
Parcel 1123 Page 3 of 6 NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (NAD 83)(2007) with all distances adjttsted to surface by project combined scale factor of 0.9999804020. NOTE: Plat to accompany this legal description. NOTE: All 58-inch iron rods set have a yellow cap stamped SAM INC. I do certify on this 31St day of July, 2014, to Attorney s Title Company of Henderson County, fidelity National Title Insurance Company and Tanant Regional Water District, that a survey was made on the ground as per the field notes shown on this survey and is true and correct according to the standards of the Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundaries and areas of the subject property and the size, location and type of buildings and improvements, if any, and shows the location of all visible easements and rightsof-way and the rights-of-way, easements and other matters of record as listed in Schedule B of the Commitment for Title isstied by fidelity National Title Insurance Company, with an effective date of July 8, 2014, issued date of July 15, 2014 GF # 14-442-DD affecting the subject property and listed in Exhibit A-i attached hereto. Except as shown on the survey: (i) there are no visible encroachments upon the subject property by visible improvements on adjacent property, (ii) there are no visible encroachments on adjacent property, streets or alleys by any visible improvements on the subject property, and (iii) there are no visible conflicts or discrepancies. This survey substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey. Sylevin Wendell aegisterecl Professional Land Surveyor Texas Registration Number 5500 Dated: July 31. 2014
MOSES CAVITT SURVEY ABSTRACT 149 IPL PARCEL 721 ALTON GARY VOL 874 PG 428 O.R.H.C.T. (SEE NOTE 3) PARCEL 1123 600 300 0 600 GRAPHIC SCALE IN FEET IPL PARCEL 722 1 600 VOL W. SIMS SURVEY p THIRD TRACT ABSTRACT 712. Z P.O.R., -. I2IRF N >j :re (3C) oc,0 \ -- D.M. MORGAN SURVEY r.- \ \ r ABSTRACT 557 ANN GARY t T.W. FRIZZELL SURVEY ABSTRACT 237 INSTRUMENT No. 2014 00006770 O.P.R.H.C.T. \ CALLED 104.043 AC. IR. PARCEL _ 7.146 311,263 1123 AC. SQ.FL LV 0 Z 12 IRF P.0.3. N: 6,733,578.114 E: 2,807,358.331 IPL PARCEL 722 ALTON GARY VOL 1056, PG 579 D.R.H.C.T. FIRST TRACT N8804 51 E \,GRID FENCE FENCE S88 O4 37 W 999.55 SEE NOTE 1 I IPL PARCEL 1132 ANN GARY AND ALTON GARY VOL 1253 PG 483 D.R {C.T. FIRS( TRACT LINE TABL.E NO BEARING DISTANCE Li SO1 19 49 E 14997 L2 N79 55 38 W 493.J4 L3 N6T56 OT W 486.38 LT N0104 21 W 196.27 L5 S5556 36E 88.80.& S6T56 07L 459.62 S7955 38E 459.62 J S88 55 16E 229.97 LEGEND P.O.B. POINT OF BEGINNING SURVEY P.O.R. POINT OF REFERENCE D.R.H.C.T. DEED RECORDS, HENDERSON COUNTY, TEXAS O.P.R.H.C.T. OFFICIAL PUBLIC RECORDS HENDERSON COUNTY, TEXAS = MARKER FOUND AS NOTED 0 = 58 IRON ROD SET WITH YELLOW CAP STAMPED SAM INC. JOHN L. CARTER and SHIRLEY A. CARTER VOL 1941 PG 507 O.P.Ri-I.C.T. SURVEY LINE JOHN I.. CARTER ond SHIRLEY A. CARTER VOL 1941 PG 507 0.P.R.k.C.T. - LUaY J. VAGHN SUIRVEY N. ABSTR4CT 788j I UNE N. LOVEL SURVEY, ABSTRACT 448,. SURVEY UNE 7 THIRD TRACT NUGENT SURVEY ABSTRACT 981 SURVEY LINE,.. NOTE: LECAL DESCRIPTION TO ACCOMPANY THIS PLAT. NOTE: NO KNOWN UTILITIES FOUND 2192013. NOTE 1: RUNWAY EASEMENT, VOL. 1941, PG. 541, OP.R.H.C.T. NOTE 2: V2 INTEREST TO JAN GARY, VOL. 2283, PG. 133, D.R.H.C.T. NOTE 3: 12 INTEREST TO JAN GARY, VOL. 2283, PG. 133, D.R,H.C.T. s INTEREST RETAINED BY ALTON GARY ESTATE. - 7101 ENVOY COURT DALLAS TEXAS 7527 (2I) 631-7888 FAX: (216) 631-7103 FIRM REGISTRATION No fl2179 TPWfl TAI( 12 SHEET TITLE PROJECT SEGMENT 19 2, PARCEL 1123 ANN GARY INTEGRATED PIPELINE PROJECT BASIS Ot BEARING IS THE TEXAS STATE PLANE COORDINATE 1 SYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM C 4 F tnad83)12007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY PROJECT COMBINED SCALE FACTOR 0.9999804020
Parcel 1131 Page 1 of 6 Property Description Being a 4.433 acre (193,081 square feet) tract of land situated in the D.M. Morgan Survey, Abstract Number 557 and the Lucy J. Vaughn Survey, Abstract Number 788, Henderson County, Texas and more particularly that certain 50 acre tract conveyed to Alton Gary and wife, Ann Gary (henceforth referred to as Gary Tract I) by instrument recorded in Volume 579, Page 35, Deed Records, Henderson County, Texas, (of which 12 interest was conveyed to Jan Gary by instrument recorded in Volume 2283, Page 133, said Deed Records) and being more particularly described as follows: BEGINNING at a 58-inch iron rod set in the East line of said Gary Tract 1 and the west line of a tract of land situated in said Morgan Survey conveyed to John L. Carter and Shirley A. Carter by instrument recorded in Volume 1941, Page 507, Official Public Records, said Henderson County, from which a 12-inch iron rod found in the east line of said Gary Tract I for the west most Northwest corner of said Carter tract bears N 01 04 21 W, a distance of 957.19 feet, said POINT Of BEGINNING having coordinates of N: 6,733,859.943, E: 2,805,422.30 1 GRID; (1) THENCE S 01 04 21 E, with the common line of said Gary Tract I and said Carter tract, a distance of 196.27 feet to a 58-inch iron rod set; (2) THENCE N 67 56 07 W, departing the common line of said Gary Tract I and said Carter tract, over and across said Gary Tract I, a distance of 7.2$ feet to a 58-inch iron rod set; (3) THENCE N 55 56 36 W, continuing over and across said Gary Tract I, a distance of 493.66 feet to a 58-inch iron rod set; (4) THENCE N 43 57 OS W, continuing over and across said Gary Tract I, a distance of 730.38 feet to a 58-inch iron rod set in the west most west line of said Gary Tract I and the west most east line of a tract of land situated in the Moses Cavitt Survey, Abstract Number 149, said Henderson County conveyed to said Alton Gary (henceforth referred to as Gary Tract II) by instrument recorded in Volume 874, Page 428, said Deed Records, (of which 12 interest was conveyed to Jan Gary by instrument recorded in said Volume 2283, Page 133 and 12 interest being retained by the Alton Gary Estate), from which the south most Southwest corner of said Gary Tract II bears $ 02 14 16 E, a distance of 1,315.24 feet, from which a 2-inch iron pipe found for reference bears N 86 20 56 E, a distance of 15.75 feet; (5) THENCE N 02 14 16 W, with the common line of said Gary Tract land said Gary Tract II, a distance of 225.43 feet to a 58-inch iron rod set; (6) ThENCE S 43 57 05 E, departing the common line of said Gary Tract I and said Gary Tract Ii, over and across said Gary Tract I, a distance of 651.83 feet to a 58-inch iron rod set; (7) THENCE S 46 56 57 E, continuing over and across said Gary Tract I, a distance of 230.12 feet to a 58-inch iron rod set;
Parcel 1131 Page 2 of 6 (8) THENCE S 55 56 36 E, continuing over and across said Gary Tract 1, a distance of 370.82 feet to the POINT OF BEGINNING and containing 4.433 acres (193,081 square feet) of land, more or less. NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (NAD 83)(2007) with all distances adjusted to surface by project combined scale factor of 0.9999804020. NOTE: Plat to accompany this legal description. NOTE: All 58-inch iron rods set have a yellow cap stamped SAM inc. 1 do certify on this 3td day of April, 2014, to Attorney s Title Company of Henderson County, Fidelity National Title Insurance Company and Tarrant Regional Water District, that a survey was made on the ground as per the field notes shown on this survey and is true and correct according to the standards of the Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundaries and areas of the subject property and the size, location and type of buildings and improvements, if any, and shows the location of all visible easements and rightsof-way and the rights-of-way, easements and other matters of record as listed in Schedule B of the Commitment for Title issued by Fidelity National Title Insurance Company, with an effective date of February 11, 2014, issued date of February 18, 2014 GF # 14-086-DD affecting the subject property and listed in Exhibit A-i attached hereto. Except as shown on the survey; (i) there are no visible encroachments upon the subject property by visible improvements on adjacent property, (ii) there are no visible encroachments on adjacent property, streets or. alleys by any visible improvements on the subject property, and (iii) there are no visible conflicts or discrepancies. This survey substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey. l(evin Wendell 1.egistcred Professional Land Surveyor Texas Registration Number 5500 1<1 :c Dated April 3 2014-2 c i H
IPL PARCEL 719 JAN GARY VOL 1253. PG 480 SECOND TRACT D.R.H.C.T. J.H. STIRMAN SURVEY I ABSTRACT 71 1 PARCEL 1131 600 300 0 II GRAPHIC SCALE IN FEET 1 600 600 -.1- - - LINE TABL E NO BEARING DISTANCE LI S01 04 21 E 196.27 L2 N6T56 07 W 7.28 L3 N5556 36 W 493.66 L4 N43 57 05 W 730.38 L5 N02 14 16 W 225.43 t S4Y57 05 E 651.83 L7 S4656 57 E 230.12 [ S55 56 36 E 370.82 IPL PARCEL 721 ALTON GARY VOL 874, PG 428 D.R.H.C.T. f1 INTEREST TO JAN GARY VOL. 2283. PG. 133 0.R.R.C.T. & 113 INTEREST RETAINED BY ALTON GARY ESTATE) PARCEL 4.433 193,081 NI IPL PARCEL 720 -..l2 UNOMOED INTEREST JASPER 1. STEVENS VOL 562 PG 229 D.R.H.C.T. 12 UNDMDED INTEREST JASPER J. STEVENS. ond wife EVELYN H. STEVENS VOL 562 PG 229 D.R.H.C.T. MOSES CAVITT SURVEY ABSTRACT 149 12IRF MORGAN 1131 ABSTRACT AC. SQ.FT. SURVEY 557 IPL PARCEL 1123 JOHN C. CARTER Grid SHIRLEY A. CARTER VOL 1941 PG 507 O.P.RJ-LC.T. Cl 1 4 l l DETAIL A N.T.S. LUCY J. VAUGHN SURVEY< ABSTRACT 788 P.0.B. N: 6,733,859,943 E: 2,805,422.301 GRID ------ - LEGEND -- -- - - -- -- P.O.B. POINT OF BEGINNING P.O.R. POINT OF REFERENCE D.R.H.C.T. DEED RECORDS, HENDERSON COUNTY, TEXAS O.P.R.H.C.T. OFFICIAL PUBLIC RECORDS HENDERSON COUNTY, TEXAS = MARKER FOUND AS NOTED O = 58 IRON ROD SET WITH YELLOW CAP STAMPED SAM INC. P.0.R. \ 21PF N86 20 56 E 15.75 rence ALON - SEE DETAIL A NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAL NOTE: NO KNOWN UTILITIES FOUND 2182013. GARY AND WIFE ANN GARY VOL 579, PG 35 D.R.H.C.T. CALLED 50 AC. IR. (113 INTEREST TO JAN GARY VOL. 2283. PG. 133 D.R.H.C.T,) 7101 ENVOY COURT DALLAS, TEXAS 75267 (216) 631-7888 FAX (216) 631-7103 FIRM REGISTRATION NO. 10066300 032172 TRWD TASI< 12 SHEET TITLE SEGMENT 19 2, PARCEL 1131 ALION GARY AND WIFE, ANN GARY JAN GARY PROJECT INTEGRATED PIPELINE PROJECT BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM PG 3 OF 6 (NA083)t2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY PROJECT COMBINED SCALE FACtOR 0.9999804020
Parcel 1132 Page 1 of 6 Property Description Being a 10.620 acre (462,616 square feet) tract of land situated in the T.W. frizzell Survey, Abstract Number 237 and the D. Pilkington Survey, Abstract Number 622, Henderson County, Texas and more particularly that certain 81.5 acre First Tract and 7.5 acre Second Tract conveyed to Ann Gary and Alton Gary by instnirnent recorded in Volume 1253, Page 483, Deed Records, Henderson County, Texas and being more particularly described as follows: BEGINNING at a 58-inch iron rod set in the East line of a tract of land situated in the D.M. Morgan Survey, Abstract Number 557 conveyed to John L. Carter and Shirley A. Carter by instrument recorded in Volume 1941, Page 507, Official Public Records, said Henderson County, for the Northwest corner of said First Tract and the Southwest corner of a tract of land situated in the T.W. Frizzell Survey, Abstract Number 237 conveyed to Alton Gary by instrument recorded as the First Tract in VoLume 1056, Page 579, said Deed Records, from which a 12-inch iron rod found in the South line of a tract of land situated in the W. Sims Survey, Abstract Number 712 conveyed to Alton Gary by instrument recorded as the Third Tract in said Volume 1056, Page 579, for the Northwest corner of said Alton Gary First Tract and the Northeast corner of said Carter tract bears N 01 40 08 W a distance of 1,377.76 feet, said POINT OF BEGINNING having coordinates of N: 6,733,578.114, E: 2,807,358.33 1 GRID; (1) THENCE N 88 04 51 E, departing the East line of said Carter tract, with the common line of said First Tract and said Alton Gary first Tract, 1,811.76 feet to a 58-inch iron rod set; (2) THENCE S 85 39 28 E, departing the common line of said First Tract and said Alton Gary First Tract, over and across said First Tract, a distance of 153.54 feet to a 58-inch iron rod set; (3) THENCE S 79 24 56 E, continuing over and across said First Tract and over and across said Second Tract, a distance of 1,119.58 feet to a 58-inch iron rod set in the Southeasterly line of said Second Tract and the Northwesterly line of a tract of land situated in the A. Parks Survey, Abstract Number 607 conveyed to Jasper J. Stevens and wife, Evelyn H. Stevens by instrument recorded in Volume 275, Page 49, said Deed Records; (4) THENCE S 27 04 44 W with the common line of said Second Tract and said Stevens tract, a distance of 156.44 feet to a 58-inch iron rod set; (5) THENCE N 79 24 56 W, departing the common line of said Second Tract and said Stevens tract, over and across said Second Tract, a distance of 326.29 feet to a 58-inch iron rod set; (6) THENCE N 79 20 16 W, continuing over and across said Second Tract and over and across said first Tract, a distance of 562.65 feet to a 58-inch iron rod set; (7) THENCE N 85 45 36 W, continuing over and across said First Tract, a distance of 493.11 feet to a 58-inch iron rod set;
Parcel 1132 Page 2 of 6 (8) THENCE S $$ 04 37 W, continuing over and across said first Tract, a distance of 1,625.16 feet to a 58-inch iron rod set in the common line of said First Tract and said Carter tract, from which a P.K. nail found in the West line of said first Tract for the Southeast corner of said Carter tract bears S 01 23 24 E, a distance of 1,892.3$ feet; (9) THENCE N 01 19 49 W with the common line of said First Tract and said Carter tract, a distance of 149.97 feet to the POINT OF BEGINNING and containing 10.620 acres (462,616 square feet) of land, more or less. NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (NAD 83)(2007) with all distances adjusted to surface by project combined scale factor of 0.9999804020. NOTE: Plat to accompany this legal description. NOTE: All 58-inch iron rods set have a yellow cap stamped SAM inc. 1 do certify on this 3td day of April, 2014, to Attorney s TitLe Company of Henderson County, fidelity National Title Insurance Company and Tarrant Regional Water District, that a survey was made on the ground as per the field notes shown on this survey and is true and correct according to the standards of the Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundaries and areas of the subject property and the size, location and type of buildings and improvements, if any, and shows the location of all visible easements and rightsof-way and the rights-of-way, easements and other matters of record as listed in Schedule B of the Commitment for Title issued by Fidelity National Title Insurance Company, with an effective date of february 11, 2014, issued date of February 18, 2014 GF # 14-086-DD affecting the subject property and listed in Exhibit A-i attached hereto. Except as shown on the survey: (1) there are no visible encroachments upon the subject property by visible improvements on adjacent property, (ii) there are no visible encroachments on adjacent property, streets or alleys by any visible improvements on the subject property, and (iii) there are no visible conflicts or discrepancies. This survey substantially complies with the current Texas Society of Professional Surveyors Standards and Speci ications for a Category 2, Condition IV Survey. S.,Kevin Wendell Registered Professional lzand Surveyor Texas Registration Number 5500 Dated: April 17. 2014 OF \..\ Pi K- S KEi1 I, 5t)(J -ì J -
PC PARCEL 722 ALTON GARY VOL 1056, PG 579 0 RM.C,T. THIkO TRACT P.O.R. 7%2 IRr W. SIMS SURVEY ABSTRACT 712 - PARCEL 1132 600 300 0 GRARHIC SCALE IN FEET 600 -. LU >. F. N T.W. FRIZZELL SURVEY a ABSTRACT 237 a IPC PARCEL 722 ALTON GARY VOL 1056 PG 579 D.RI4C.T b a FIRST tract PARCEL 1132 a IRL PARCEL 722 ALTON GARY U) VOL 1056 PG 579 D.RJ-ICT SECONDCI 0.620 AC. 1 a E: 2,807.358.331 46 1 2,616 SQ.FT. Z, N 33,578.114 Z a 0; a.. I 0; cj IJ w o; <00,5. a C ), 0 c0 Wa a.. a - N88 04 51 E 1,811 76 F.E*_._ S88 04 37 W 1,625.16 ANN GARY AND ALTON GARY VOL 1253, PG 483 DR.H.C.T. FIRST TRACT CALLED 81.5 AC. TR.. 4 SECOND TRACT CALLED 7.5 AC. TR. H 79 1 IPL PARCEL 1119 JASPER J. STEVENS AND WIFE, EVELYN H STEVENS VOL. 275 PG. 49 D.R..C I. 1ST TRACT (SAVE & EXCEPT FM 1615 ROw) A. PARKS SURVEY ABSTRACT 607 C,), s.irvzy LINE 7 J z I SEE NOTE 1 0 CR P.O.R. P1< NAIL tound..,,\ LEGEND P.O.B. P.O.R. POINT POINT OF OF BEGINNING REFERENCE D.R.H.C.T. DEED RECORDS. HENDERSON COUNTY, TEXAS O.P.R.H.C.T. OFFICIAL PUBLIC RECORDS HENDERSON COUNTY, TEXAS = MARKER FOUND AS NOTED O = 58 IRON ROD SET WITH YELLOW CAP STAMPED SAM INca THIRD TRACT CALLED 44 AC. TR. N. NUGENT SURVEY ABSTRACT 981 SURVEY LINE N. LOVEL SURVEY ABSTRACT 448 NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT. NOTE; NO KNOWN UTILITIES FOUND 2182013. NOTE 1: LUCY J. VAUGHN SURVEY, ABSTRACT 788 LINE TABLE NO BEARING DISTANCE Li S85.39*28aE 153.54 L2 S27 04 44 W 1 56.44 Li N7924 56 W 326.29k L4 N7920 16 W 562.65W L5 N8545 36 W 493.1 1 E N0119 49 W 149.97 7101 ENVOY COURT DALLAS. TEXAS 75247 (214) 631-7888 FAX: (216) 631-7103 FIRM REGISTRATION No, 037177 TRWO TASK 17 SHEET TITLE SEGMENT 19 2, PARCEL 1132 ANN GARY AND ALTON GARY INTEGRATED PIPELINE PROJECT BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202) NORTH AJ,IERICAN DATUM F (NAD83)t2007 WITH ALL DISTANCES ADJUSTED TO SURFACE BY PROJECT COMBINED SCALE FACTOR 0.9999804020
In addition, R. Steve Christian is granted authority to execute all documents necessary to complete these transactions and to pay all reasonable and necessary closing and related costs incurred with these acquisitions. Director Leonard seconded the motion and the vote in favor was unanimous. 19. There were no future agenda items approved. 20. The next board meeting was scheduled for August 18, 2015. 21. There being no further business before the Board of Directors, the meeting was adjourned. President Sectary