Present Victor W. Henderson Jack R. Stevens Marty V ... · Water District (District or TRWD); Lee...

MINUTES OF A MEETING OF THE BOARD OF DIRECTORS OFTARRANT REGIONAL WATER DISTRICT

HELD ON THE 15th DAY OF MARCH 2016 AT 9:30 A.M.

The call of the roll disclosed the presence of the Directors as follows:

PresentVictor W. Henderson

Jack R. StevensMarty V. Leonard

Jim LaneMary Kelleher

Also present were Jim Oliver, Alan Thomas, Dan Buhman, Darrell Beason, Lisa

Cabrera, Linda Christie, Wesley Cleveland, Randall Cocke, Jason Gehrig, Nancy King,

Chad Lorance, David Marshall, Jennifer Mitchell, Dean Minchillo, Sandy Newby, Mark

Olson, Wayne Owen, Kari Schmidt, and Ed Weaver.

Also in attendance were George Christie, General Counsel for Tarrant Regional

Water District (District or TRWD); Lee Christie, Ethel Steele and Jeremy Harmon of Pope,

Hardwicke, Christie, Schell, Kelly, & Ray LLP; Dudley Brown of Save Eagle Mountain

Lake; Bill Paxton of Trinity River Communications - Joint Venture; Andra Beatty of Andra

Beatty Real Estate; Don McDaniel of TMG Imaging; David Medanich of First Southwest;

Bob Pence of Freese and Nichols; John and Billie Nichols; Bob Brashear of CDM Smith;

Bill Pembroke of Parsons; Randy Payton of City of Dallas Water Utilities; Alan Raynor of

McCall, Parkhurst & Horton; Christine Jacoby of JQ Infrastructure; Robbi Jones of Kipling

Jones & Company; Brian Newby of Mahomes & Bolden; Charles Team of Ellis & Tinsley;

Christine Welborn of Direct Action Texas; and Judd Sheppard of Baker Corporation.

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 Leonard and seconded by Director Kelleher, the

Directors voted unanimously to approve the minutes from the meeting held on February

16, 2016. 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, President Henderson moved to

approve a resolution honoring James R. “Jim” Nichols. Director Lane seconded the

motion and the vote in favor was unanimous.

4.

With the recommendation of management, Director Leonard moved to approve a

Resolution Authorizing the Issuance, Sale, and Delivery of Tarrant Regional Water

District, a Water Control and Improvement District, Water Revenue Refunding Bonds,

Series 2016A, pledging revenues for the payment of the bonds, approving an official

statement, and authorizing other instruments and procedures relating thereto. Director

Stevens seconded the motion and the vote in favor was unanimous.

5.

With the recommendation of management, Director Stevens moved to approve the

capital expenditures as noted below.

Source Amount

New unit will replace unit 16-3, a 2008 Robinson R44 Raven IIheIcopter with approximately 1700 hours of operation

Per federal regulations, at 2200 hours, unit 16-3 must undergo an UnbudgetedRFP 16-065 Purchase of 2016 Robinson R44 Raven U Sky Helicopters, $506295

overhaul costing approximately $250,000Heicopter (Replacement) Ublize SWIFT

After performing a cost benefit analysis (attached), Management bond sawigs

recommends the purchase 0f a 2016 Robinson R44 Raven

hekcopler as well as authorization 10 sell unit 16-3 as surplus

eqwpmenl in accordance with Water Code ll49226

Totat $506,295 $000

Funding for this item is included in the Fiscal Year 2016 Revenue Fund. Director Lane

seconded the motion and the vote in favor was unanimous.

6.

With the recommendation of management, Director Stevens moved to approve a

contract with Hartman-Walsh Industrial Services in an amount not to exceed $294,840 to

recoat the upstream side of all ten spiliway gates on the Cedar Creek Reservoir. Funding

for this contract is included in the 2016 Revenue Fund Budget. Director Lane seconded

the motion and the vote in favor was unanimous.

7.


purchase in the amount of $432,584.20 from Hanson Pipe, which is in the process of

being purchased by Fortera, for replacement of damaged segments of the Cedar Creek

Pipeline. Funding for this contract is included in the 2016 Revenue Fund Budget. Director

Lane seconded the motion and the vote in favor was unanimous.

8.

With the recommendation of management, Director Leonard moved to approve

contract closeout and release of retainage in the amount of $124,798.82 to 3D

Mechanical Inc. for the installation of Cooling Water Facilities at the Richland-Chambers

and Cedar Creek Lake Pump Stations. Director Kelleher seconded the motion and the

vote in favor was unanimous.

9.


contract with R.E. Monks Construction Company, LLC in the amount of $9,777,000 for

the construction of the Kennedale Balancing Reservoir Third Cell Foundation. Funding

for this contract is included in the Bond Fund. Director Lane seconded the motion and the

vote in favor was unanimous.

10.


change in the calculation of the retainage being held for Garney Construction to 5% of

the total contract price, following the anticipated 50% completion milestone of the

contract, the Board having found that satisfactory progress is being made. The contract

is for the Cedar Creek and Richiand-Chambers Pipeline replacements for State Highway

360 Pipeline Crossing. All remaining contract payments are to be made in full. However,

any changes to the contract price by change order or alternate base bid work for the

project will require adjustment to the retainage schedule. Director Kelleher seconded the

motion and the vote in favor was unanimous.

11.

With the recommendation of management, Director Kelleher moved to approve a

contract with Hayward Baker, Inc. in the amount of $333,500 for a slope failure priority

repair to the Cedar Creek Dam. Funding for this contract is included in the Bond Fund.

Director Stevens seconded the motion and the vote in favor was unanimous.

12.

With the recommendation of management, Director Lane moved to approve a task

order contract with Burns and McDonnell in an amount not to exceed $289,367.16 for

transportation management planning and permit coordination services for the Integrated

Pipeline Project. Funding for this task order contract is included in the Bond Fund.

Director Leonard seconded the motion and the vote in favor was unanimous.

13.

With the recommendation of management, Director Lane moved to approve a

change order in the amount of $791,635.23 with Huffman Communications Sales, Inc. for

the Integrated Pipeline Project Microwave Radio System. Funding for this change order

is included in the Bond Fund. Director Stevens seconded the motion and the vote in favor

was unanimous.

14.


contract amendment in the amount not to exceed $1 ,685,000 with Parsons Water and

Infrastructure for bid phase and construction management services for Sections 17 and

18 of the Integrated Pipeline Project. Funding for this change order is included in the Bond

Fund. Director Stevens seconded the motion and the vote in favor was unanimous.

15.

Staff Updates

• Update on System Status• Bond Funds Update• Fix a Leak Workshops and Water Efficient Recognized Green

Professionals Program

• “Taking the Trinity into the Fort Worth Classrooms”

16.

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 10:37 a.m. to 10:52 a.m.

17.

The presiding officer next called an executive session at 10:52 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 (Tarrant

Regional Water District v. Lazy W District No. 7, et a!., Cause No. 2014C-0144 in the 3td

District Court of Henderson County, Texas, Cause No. 12-14-00329-CV in the Twelfth

Court of Appeals, Tyler, Texas and Cause No. 15-01 17 in the Supreme Court of Texas;

White House Cemeteiy Association v. Jasper and Evelyn Stevens and Tarrant Regional

Water District, Cause No. 08001-CCL-15, in the County Court at Law No. 1 of Henderson

County, Texas); Wilson Family Cemetery Association v. The Estate of Genie Warren, Jr.

and Tarrant Regional Water District, Cause No. 08026-CCL-15 in the County Court at

Law No. 1 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 11:20 a.m., President Henderson reopened the meeting.

18.


contract with Kimley-Horn in an amount not to exceed $147,100 to be the Designated

Owner Representative for the completion of Airfield Falls construction. Funding for this

change order is included in the General Fund. Director Kelleher seconded the motion and

the vote in favor was unanimous.

19.

With the recommendation of management, Director Stevens moved to grant

authority to acquire permanent easement interests in, over, and across the following

described properties for the public use and purpose of construction and operation of the

Integrated Pipeline 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 these

acquisitions is included in the Bond Fund.

• lPLParcel5l6(Baxter)

A permanent easement interest in, over, and across a 13.755-acre tract of landsituated in the Thomas B. Harding Survey, Abstract Number 391, NavarroCounty, Texas, and being more particularly described as portions of thosecertain 25-acre tract of land called First Tract, 67.5-acre tract of land calledSecond Tract, 100 acre tract of land called Fourth Tract, and 30-acre tract of landcalled Fifth Tract as conveyed to Joe Baxter by deed recorded in Volume 844,Page 433, Deed Records, Navarro County, Texas, together with a permanenteasement interest in, over, and across a 5.770-acre tract of land situated in theR. D. Newman Survey, Abstract Number 620, Navarro County, Texas, and beingmore particularly described as a portion of that certain 108.75-acre tract calledThird Tract as conveyed to Joe Baxter by deed recorded in Volume 844, Page433, Deed Records, Navarro County, Texas, such tracts being further describedin the survey plat for Parcel 516 attached hereto. An appraisal prepared by an

independent, qualified real estate appraiser using standard accepted valuationtechniques established the amount of $62,000.00 as just compensation for theabove-described property.

• IPL Parcel 964(Key)

A permanent easement interest in, over, and across a 3.896-acre tract of landsituated in the Daniel Lacy Survey, Abstract Number 431, Henderson County,Texas, and being more particularly described as a portion of that certain 91.38-acre tract described as Tract No. One and conveyed to Marian Taylor Key(undivided 6.57% interest) by deed recorded in Volume 1084, Page 485, DeedRecords, Henderson County, Texas, conveyed to W.M. Key. Sr., Trustee of theWilliam M. Key, Jr. Annual Exclusion Trust No. One (undivided 7.18% interest)by deed recorded in Volume 1084, Page 489, Deed Records, Henderson County,Texas, conveyed to W.M. Key, Sr., Trustee of the Robert Taylor Key AnnualExclusion Trust No. One (undivided 7.18% interest) by deed recorded in Volume1084, Page 493, Deed Records, Henderson County, Texas, also described as aportion of Tract No. Three conveyed to W.M. Key Sr. a/k/al W.M. Key, W.M. “Bill”Key, William M. Key, and William Key by deed recorded in Volume 1651, Page802, Deed Records, Henderson County, Texas, and conveyed to W.M. Key Sr.aIklal W.M. Key, W.M. “Bill” Key, William M. Key, and William Key by deedrecorded in Volume 1796, Page 1, Deed Records, Henderson County, Texas,such tract being further described in the survey plat for Parcel 964 attachedhereto. An appraisal prepared by an independent, qualified real estate appraiserusing standard accepted valuation techniques established the amount of$10,519.00 as just compensation for the above-described property.

• IPL Parcel 979(Robinson)

A permanent easement interest in, over, and across a 0.043-acre tract of landsituated in the James Bridgeman Survey, Abstract 186, Tarrant County, Texas,and being more particularly described as a portion of that certain 0.844-acretract conveyed to Oscar Robinson and wife, Naomi Robinson, as recorded inVolume 6330, Page 468, Deed Records, Tarrant County, Texas, and being aportion of Lot 7, Block C, 707 Place (unrecorded plat), such tract being furtherdescribed in the survey plat for Parcel 979 attached hereto. An appraisalprepared by an independent, qualified real estate appraiser using standardaccepted valuation techniques established the amount of $1,355.00 as justcompensation for the above-described property.

Parcel 516 Part 1Integrated Pipeline Project

Page 1 of 37

EXHIBIT “A”Property Description

Being 13.755 acres (599,165 square feet) of land situated in the Thomas B. Harding Survey,Abstract Number 391, Navarro County, Texas and more particularly that certain 25 acre tract ofland, also called First Tract, 67.5 acre tract of land, also called Second Tract, 100 acre tract ofland, also called Fourth Tract and 30 acre tract of land, also called Fifth Tract conveyed to JoeBaxter by deed recorded in Volume 844, Page 433, Deed Records, Navarro County, Texas(D.R.N.C.T.), and being further described as follows:

COMMENCING at a found 1 inch iron pipe in the line common to said First Tract and saidFifth Tract, being in the Northeasterly line of Wilson School Road, No Deed of Record found(variable width right-of-way);

THENCE N 32°23’31” W, along the Southwesterly line of said Fifth Tract and theNortheasterly line of said Wilson School Road, a distance of 230.36 feet to a set 5/8 inch iron rodwith TranSystems cap for the Southwesterly corner and POINT OF BEGINNING of the tractherein described (N: 6,763,193.655, E: 2,664,554.72 1 Grid);

(1) THENCE N 32°23’31” W, continuing along the Southwesterly line of said fifth Tract and theNortheasterly line of said Wilson School Road and the Westerly line of the tract hereindescribed, a distance of 188.83 feet to a set 5/8 inch iron rod with TranSystems cap for theNorthwesterly corner of the tract herein described;

(2) THENCE S 84°59’20” E, departing the Southwesterly line of said Fifth Tract and theNortheasterly line of said Wilson School Road and along the Northerly line of the tract hereindescribed, a distance of 118.46 feet to a set 5/8 inch iron rod with TranSystems cap for an anglepoint;

(3) THENCE S 88°57’54” E, continuing along the Northerly line of the tract herein described, adistance of 2,516.93 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(4) THENCE S 86°47’30” E, continuing along the Northerly line of the tract herein described, adistance of 763.00 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(5) THENCE S 88°56’43” F, continuing along the Northerly line of the tract herein described, adistance of 548.25 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(6) THENCE N 88°54’05” F, continuing along the Northerly line of the tract herein described, adistance of 75.74 feet to a set 5/8 inch iron rod with TranSystems cap for the point of intersectionwith the Easterly line of said Baxter tract and the Westerly line of that certain tract of landconveyed to Richard Baxter by deed recorded in Volume 844, Page 429 and Volume 1228, Page29, D.R.N.C.T. and being the Northeasterly corner of the tract herein described;

EXHIBIT A-i


Page 2 of 37

(7) THENCE S 02°45 ‘40” E, along the Easterly line of said Joe Baxter tract and the Westerly lineof said Richard Baxter tract and the Easterly line of the tract herein described, a distance of150.06 feet to a set 5/8 inch iron rod with TranSystems cap for the Southeasterly corner of thetract herein described;

(8) THENCE S $8°54’05” W, departing the Easterly line of said Joe Baxter tract and the Westerlyline of said Richard Baxter tract and along the Southerly line of the tract herein described, adistance of 360.06 feet to a set 5/8 inch iron rod with TranSysterns cap for an angle point;

(9) THENCE N 86°47 ‘30” W, continuing along the Southerly line of the tract herein described, adistance of 1,040.12 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(10) THENCE N $8°57’54” W, continuing along the Southerly line of the tract herein described, adistance of 2,519.29 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(11) THENCE N 84°59’20” W, continuing along the Southerly line of the tract herein described, adistance of 8.97 feet to the POINT Of BEGINNING, containing 13.755 acres (599,165 squarefeet) of land, more or less.


Page 3 of 37

Being 5.770 acres (251,342 square feet) of land situated in the R. D. Newman Survey, AbstractNumber 620, Navarro County, Texas and more particularly that certain 108.75 acre tract, alsocalled Third Tract, conveyed to Joe Baxter by deed recorded in Volume 844, Page 433,D.R.N.C.T., and being further described as follows:

COMMENCING at a found 1/2 inch iron rod for the Southwesterly corner of that certain tractof land conveyed to Clifford Samuel Huggins by deed recorded in Volume 8744, Page 138,D.R.N.C.T. and the Northwesterly corner of that certain tract of land conveyed to William A.Huggins by deed recorded in Volume 8744, Page 138, D.R.N.C.T. and being in the Easterly lineof that certain tract of land conveyed to Community National Bank and Trust of Texas and BettyAnn Young by deed recorded in Instrument Number 00008758, Official Public Records, NavarroCounty, Texas (O.P.R.N.C.T.);

THENCE N 27°29’34” W, along the Easterly line of said Young Tract and the Westerly line ofsaid Clifford Samuel Huggins tract, a distance of 414.98 feet to a set 5/8 inch iron rod withTranSystems cap for the Southeasterly corner of said Joe Baxter tract and the Northeasterlycorner of said Young tract and the most Easterly corner and POINT OF BEGINNING of thetract herein described (N: 6,763,300.844, E: 2,671,558.270 Grid);

(1) THENCE $ 57°40’06” W, departing the Westerly line of said Clifford Samuel Huggins tractand along the Southerly line of said Joe Baxter tract and the Northerly line of said Young tractand the Easterly line of the tract herein described, a distance of 281.09 feet to a set 5/8 inch ironrod with TranSystems cap for the Southeasterly corner of the tract herein described;

(2) THENCE S 88°54’05” W, departing the Southerly line of said Joe Baxter tract and theNortherly line of said Young tract and along the Southerly line of the tract herein described, adistance of 1,656.17 feet to a set 5/8 inch iron rod with TranSystems cap for the point ofintersection with the Northerly line of said Joe Baxter tract and the Southerly line of said RichardBaxter tract and the Northerly line of said R.D. Newman Survey and the Southerly line of saidThomas B. Harding Survey, and being the Southwesterly corner of the tract herein described;

(3) THENCE N 57°24’OS” E, along the Northerly line of said Joe Baxter tract and said R.D.


Page 4 of 37

(7) THENCE S 59°59’59” E, continuing along the Northerly line of the tract herein described, adistance of 83.22 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(8) THENCE N 88°54’05” E, continuing along Northerly Line of the tract herein described, adistance of 1,061.27 feet to a set 5/8 inch iron rod with TranSystems cap for the point ofintersection with the Easterly line of said Joe Baxter tract and the Westerly line of said CliffordSamuel Huggins tract and the Northeasterly corner of the tract herein described;

(9) THENCE S 27°29’34 E, along the Easterly line of said Joe Baxter tract and the Westerly line ofsaid Clifford Samuel Huggins tract and the Easterly line of the tract herein described, a distanceof 4.75 feet to the POINT OF BEGINNING, containing 5.770 acres (251,342 square feet) ofland, more or less.

Parcel 516Integrated Pipeline Project

Page 5 of 37

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 projectcombined scale factor of 0.9999460030.

NOTE: Plat to accompany this legal description.

I do certify on this 29th day of february, 2016, to first American Title Insurance Company andTarrant Regional Water District, that a survey was made on the ground as per the field notesshown on this survey and is true and correct according to the standards of the Texas Society ofProfessional Surveyors Standards and Specifications for a Category 2, Condition IV Survey, andaccurate as to the boundaries and areas of the subject property and the size, location and type ofbuildings 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 ofthe Commitment for Title issued by first American Title Insurance Company, with an effectivedate of July 28, 2014, issued date of August 6, 2014, GF # CT13-l54-f affecting the subjectproperty and listed in Exhibit “A-i” attached hereto.

Except as shown on the survey: (i) there are no visible encroachments upon the subject propertyby visible improvements on adjacent property, (ii) there are no visible encroachments onadjacent 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 SurveyorsStandards and Specifications for a Category 2, Condition IV Survey.

Richard R. DorrRegistered Professional Land SurveyorTexas Registration Number 4780TBPLS firm Reg. No. 100383-00

Dated: oahhoicI

EXHIBIT “A”PARCEL 516

PC PARCEL 514ROY LYNN JENKINS, JR.

—7/ IINST. # 00001584

-- ‘____7U I

“FIFTH TRACT’------H’ I

P.O.B. 1\’k I516 PARui’I’%%

IPL PARCEL 516 —- 14— __L.. — — = — ‘

PARCEL 516, PART 1JAMES E. GREEN. %%%%%% __7A.KA JAMES GREEN,\

INST. # 00000737 //13.755 AC.INST. # 00001581 1’

-,... 599,165 SQ. FT.O.P.R.N.C.T. Ii 4 44

FIRST TRACT//

IPL PARCEL 518z, _7•% /,

0 0 CL %“ RICHARD BAXTERCL OjI

4%VOL. 844. PG. 42gc0 ,.,

x, IVOL. 1228. PG. 29

D.R.N.C.T.0° SECOND TRACT I

44 44

oI /I I 4U I’ 4

CflCLI—’ I %% ‘y00,

Oo I FOURTH TRACT_J w j’

0 , I

I CLIFFORD SAMUEL HUGGINSPC PARCEL 521<I I0

L 1384 4 — D.R.N.C.T.f

THIRD TRACT

%4 I

JOE BAXTER PARCEL 51 6, PART 27‘516 PART 2

VOL. 844, PG. 433 5.770 AC. —1516 PART 2D.R.N.C.T. 251,342 SQ. FT.FIRST TRACT, CALLED 25 ACRES IPC PARCEL 520SECOND TRACT, CALLED 67.5 ACRES COMMUNITY NATIONAL BANK ANDTHIRD TRACT, CALLED 108.75 ACRES TRUST OF TEXAS AND

BETrY ANN YOUNGFOURTH TRACT, CALLED 100 ACRES INST# 00008758FIFTH TRACT, CALLED 30 ACRES O.P.R.N.C.T.

EXHIBIT “A”SEGMENT 17, PARCEL 516 INDEX

JOE BAXTER

INTEGRATED PIPELINE PROJECT

BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM 6 OF 37(NAD83f20O7) WITH ALL DISTANCES ADJUSTED TO SURFACE BYPROJEC’T COMBINED SCALE FACTOR 0.9999460030

NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

.I1Sye>500 WEST SEVENTH STREETSUITE 1100FORT WORTH, TX 76102(817) 339-8950 (TEL)(817) 336-2247 (FAX)TBPLS FIRM REG. NO. 100383-00

SHEET TITLE

EXHIBIT “A”PARCEL 516, PART 1

FIFTH TRACTIPL PARCEL 518RICHARD BAXTER

VOL. 844. PG. 429VOL. 1228. PG. 29

D.R.N.C.T.‘ ‘\\ JOE BAXTER

VOL. 844, PG. 433 \‘

‘ D.R.N.C.T.FIRST TRACT CALLED 25 ACRES \SECOND TRACT, CALLED 67.5 ACRES

CENTURY LINK (OL B) THIRD TRACT, CALLED 108.75 ACRESIPL PARCEC 514 4 CHATFIELD WATER FOURTH TRACT, CALLED 100 ACRESROY LYNN JENKINS JR. SUPPLY (Oc D) FIFTH TRACT, CALLED 3D ACRESINST. 0 00001584O.P.R.N.C.T.

PONDQ

—S84’59’20”E118.46’

-

_____

- - — - — - - — - - — - = - ..7S8857’54”E 2,516 93’

PARCEL 516, PART 1—-- . w

13.755 AC.N32’23’31”W 599,165 SQ. FT. w

uJ1-n188.83’

P.0.8. N84’59’20”W —

_.7.e - — -

- — - -—

zN= 6,763J93.655 8.97’E— 2,664,554.721(GRID) \ -N32’23’31”W ..-

IPL PARCEL 515 \‘‘ 230.36k 0F

\.JAMES E. GREEN .\‘

A.K.A. JAMES GREEN \‘INST.# 00001581 C

INST. # 00000737

FIRST TRACTO.P.R.N.C.T.—

SAMUEL A. ROSS THOMAS B. HARDINGSURVEY SURVEY

ABSTRACT 710 ABSTRACT 391N

A

NOTES;KNOWN UNDERGROUND UTILITIES SHOWN ARE ‘‘ . .

QUALITY LEVEL B AND D SUE — (11—14—2012)(u.O.N.) INDICATES UNLESS OTHERWISE NOTED

LEGEND• = MARKER FOUND AS NOTED

o = SET 5/8” IRON ROD WITH CAP 200 100 2?0STAMPED “TRANSYSTEMS” (u.O.N.) I

GRAPHIC SCALE IN FEET1’ 200’

EXHIBIT “A”SEGMENT 17, PARCEL 516, PART 1

JOE BAXTER


BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE INORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM p

WITH ALL DISTANCES ADJUSTED TO SURFACE BY7 OF 37

lED SCALE FACTOR 0.9999460030

= POWER POLENOTE; LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

.I$ystenisems500 WEST SEVENTH STREETSUITE 1100FORT WORTH, TX 761021817) 339-8950 (TEL)1817) 336-2247 (FAX)T

(PC PARCEL 518RICHARD BAXTER

VOL. 844, PG. 429VOL. 1228, PG. 29

D.R.N.C.T. — -

KEY PRODUCTION COMPANY.(20’ WIDE EASEMENT)VOL. 1392. PG. 128VOL. 13g6, PG. 29

D.R.N.C.T.


THOMAS B. HARDINGSURVEY

ABSTRACT 391

NOTES:KNOWN UNDERGROUND UTILITIES SHOWN AREQUALITY LEVEL B AND D SUE — (11—14—2012)(U.O.N.) INDICATES UNLESS OTHERWISE NOTED


o = SET 5/8” IRON ROD WITH CAPSTAMPED ‘TRANSYSTEMS (U.O.N.)

-0- = POWER POLE

500 WEST SEVENTH STREETSUITE 1100FORT WORTH, TX 76102(817) 339-6950 (TEL)(817) 336-2247 (FAX)TBPLS FIRM PEG. NO. 100383-00

N

JOE BAXTERVOL. 844, PG. 433

DR. N. C .1.FIRST TRACT, CALLED 25 ACRES

SECOND TRACT, CALLED 67.5 ACRESTHIRD TRACT, CALLED 108.75 ACRESFOURTH TRACT, CALLED 100 ACRES

FIFTH TRACT, CALLED 30 ACRES

FOURTH TRACT

Uz

S86’47’3O”E763.00’

— — — — — — — — a — a — — a = • a •<

PARCEL 516, PART 113.755 AC.

599,165 SQ. FT.

(0

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LULUInLUz-J

UI—

FIFTH TRACT

UNIDENTIFIED GAS PIPELINEUNKNOWN OWNER/SIZE(OL B)

S88’57’54”E 2,516.93’— — — — — — — a — a — — — — — = — a —

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— - - —- N85754”w Z519.2 — - -

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STRUCTURE

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L100 0


200

PRINTED ON:

2/29/20(610:21:10

200

GRAPHIC SCALE IN FEET1’ 200’

SHEET TITLE

EXHIBIT “A”SEGMENT 17, PARCEL 516,

JOE BAXTERPART 1




D.R.N.C.T.FIRST TRACT, CALLED 25 ACRES



NOTES:KNOWN UNDERGROUND UTILITIES SHOWN AREQUALITY LEVEL B AND D SUE — (11—14—2012)(u.o.N.) INDICATES UNLESS OTHERWISE NOTED


GRAPHIC SCALE IN FEET1” • 200

IPL PARCEL 518RICHARD BAXTER

1VOL. 844, PG. 429VOL. 1228, PG. 29

D.R.N.C.T.

FOURTH TRACT

PARCEL 516, PART13.755 AC.

N8647’3o”w 1,04012’

1

N88’54’05”E75.74,

S88’5643”E 548.25’

SIR UCTUR


ABSTRACT 391

o = SET 5/8” IRON ROD WITH CAPSTAMPED “TRANSYSTEMS” (U.O.N.)

N

100 0

= POWER POLENOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

200

•ystens500 WEST SEVENTH STREETSUITE 1100FORT WORTH, TX 76102(817) 339-8950 (TEL)1817) 336-2247 (FAXITBPLS FIRM REG. NO. 100383-00

SHEET TITLE

200

EXHIBIT “A”SEGMENT 17, PARCEL 516, PART

JOE BAXTER1


BAS?S OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM PG 9 OF 37fNAD83)f2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BYPROJECT COMBINED SCALE FACTOR 0.9999460030

j.


ABSTRACT 391


I—ww

ci)

wwC’)

Uz-JIUI—‘cC

IPL PARCEL 518RICHARD BAXTER

VOL. 844. PG. 429VOL. 1228, PG. 29

D.R. N. C .1.

• = MARKER FOUND AS NOTED

o = SET 5/6” IRON ROD WITH CAPSTAMPED “TRANSYSTEMS (U.O.N.)

-& = POWER POLE

= GAS VALVE

• 4 GAS RISER (ABANDONED)

STREET SIGN

500 WEST SEVENTH STREETSUITE 1100FORT WORTH. TX 76102(817) 339-8950 (TEL)(817) 336-2247 (FAX)TBPLS FIRM PEG. NO. 100383-00

IPL PARCEL 520COMMUNITY NATIONAL BANK AND

TRUST OF TEXAS ANDBETTY ANN YOUNGINST# 00008758

O.P.R.N.C.T.

IPL PARCEL 521CLIFFORD SAMUEL HUGGINS

VOL. 8744, PG. 138D.R.N.C.T.

PC PARCEL 522WILLIAM A. HUGGINSVOL. 8744. PG. 138

D.R.N.C.T.

GRAPHIC SCALE IN FEET1 200’

0

R.D. NEWMAN SURVEY\ ABSTRACT 620

/JOE BAXTER- - —

- VOL. 844, PG. 433D.R.N.C.T.

FIRST TRACT, CALLED 25 ACRES\4 KEY PRODUCTIONS PIPELINE SECOND TRACT, CALLED 67.5 ACRE

T(MAXIMUS OPERATING) THIRD TRACT, CALLED 108.75 ACRES \I (DL 8) FOURTH TRACT, CALLED 100 ACRES \/ &RIDGE FIFTH TRACT, CALLED 30 ACRESS27’29’34”E/ OECK _pH- N88’54’05”E) GAS RISER - — - — i,06L27’ — - - - —

PD B.-

N- 6.763,300.844— — — E— 2,671,558.270

(GRID)PARCEL 516, PART 2

5.770 AC.251,342 SQ. FT.

RILABANDON

THIRD TRACT -

--

NOTES:KNOWN UNDERGROUND UTILITIES SHOWN AREQUALITY LEVEL B AND D SUE — (11—14—2012)(U.O.N.) INDICATES UNLESS OTHERWISE NOTED

LEGEND

2cS

\V

‘.p u

\N

[]100 0


200

PRINTED ON:

2/29/201610:23:28

200

SHEET TITLE

EXHIBIT “A”SEGMENT 17, PARCEL 516, PART 2

JOE BAXTER



\

NOTES:KNOWN UNDERGROUND UTILITIES SHOWN AREQUALITY LEVEL B AND D SUE — (11—14—2012)(u.O.N.) INDICATES UNLESS OTHERWISE NOTED



D.R.N.C.T.FIRST TRACT, CALLED 25 ACRES



IPL PARCEL 516RICHARD BAXTER -(

VOL. 844, PG. 429 ,VOL. 1228. PG. 29

D.R.N.CT. —

t]200 100 9

GRAPHIC SCAIE IN FEET1” 200’


ABSTRACT 391

\\\\\

CULVERT —

VERIZON / CENTURY LINK (01. B) —\

2 CHATFIELD WATER’SUPPLY (Oc 0)

N88’54’05”E —‘

4 7’

-FLi L2”’

r 4 KEY PRODUCTIONS PIPELINE/ (MAXIMUS OPERATING)

/ (OLB) —

- NC -

EXPOSED BLEED—OFF LINE

S8854’05W 1 ,656.17’

V

-PARCEL 516, PART 25.770 AC.

251,342 SQ. FT.

THIRD TRACT

o = SET 5/6” IRON ROD WITH CAPSTAMPED “TRANSYSTLMS” (u.O.N.)

= POWER POLE

= GAS VALVE

R.D. NEWMAN SURVEY NABSTRACT 620

LINE TABLE

= STREET SIGN

NO BEARING DISTANCELi N 8854’O5” E 530.28’L2 N 6cYOO’OO” W 99.61’L3 S 8424’14” E 72.61’L4 S 5959’59” E 83.22’

• = 4” GAS RISER (ABANDONED)


IranPRINTED ON:

2/29/201610:35:4?

SHEET TITLE

500 WEST SEVENTH STREETSUITE 1100FORT WORTH. TX 761021817) 339-8950 (TEL)1817) 336-2247 (FAX)TSPLS FIRM PEG. NO. 100383-00

200

EXHIBIT “A”SEGMENT 17, PARCEL 51

JOE BAXTER6, PART 2


BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE ISYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM PG 11 OF 37CNAD83)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BYPROJECT COMBINED SCALE FACTOR o.gggg46003o


Page 1 of 12


Being 3.896 acres (169,714 square feet) of land situated in the Daniel Lacy Survey, AbstractNumber 431, Henderson County, Texas, and more particularly that certain 91.38 acre tractdescribed as Tract No. One and conveyed to Marian Taylor Key (undivided 6.57% interest), bydeed recorded in Volume 1084, Page 485, Deed Records, Henderson County, Texas(D.R.H.C.T.), conveyed to W.M. Key. Sr., Trustee of the William M. Key, Jr. Annual ExclusionTrust No. One (undivided 7.J$°a interest), by deed recorded in Volume 1084, Page 489,D.R.H.C.T., conveyed to W.M. Key, Sr., Trustee of the Robert Taylor Key Annual ExclusionTrust No. One (undivided 7.18°o interest), by deed recorded in Volume 1084, Page 493,D.R.H.C.T., also described as Tract No. Three and conveyed to W.M. Key Sr. a/Ida! W.M. Key,W.M. “Bill” Key, Wiltiam M. Key and William Key, by deed recorded in Volume 1651, Page802, D.R.H.C.T. and conveyed to W.M. Key Sr. a/k/a/ W.M. Key, W.M. “Bill” Key, William M.Key and William Key, by deed recorded in Volume 1796, Page 1, D.R.H.C.T., and being furtherdescribed as follows:

COMMENCING at the Southeasterly corner said Key tract and the Northeasterly corner of thatcertain tract of land conveyed by deed to Johnny Kimbrough, recorded in Instrument Number2010-00016227, Official Public Records of Real Property, Henderson County, Texas(O.P.R.R.P.H.C.T.), and being in the existing Westerly right-of-way line of forehand Road, NoDeed of Record found (variable width right-of way), from which a found 1/2 inch iron rod(bent) bears S 85° 13’ 36” W, 3.69 feet;

THENCE S 89°3 1 ‘07” W, departing the existing Westerly right-of-way line of said ForehandRoad and along the Southerly line of said Key tract and the Northerly line of said Kimbroughtract, a distance of 3,170.91 feet to a set 5/8 inch iron rod with TranSystems cap for theSoutheasterly corner and POINT Of BEGINNING of the tract herein described(N: 6,754,841.625, E: 2,710,444.033 Grid);

(I) THENCE S 89°3 1 ‘07” W, continuing along the Southerly line of said Key tract and theNortherly line of said Kimbrough tract and along the Southerly line of the tract herein described,a distance of 161.77 feet to a set 5/8 inch iron rod with TranSystems cap for the Southwesterlycorner of the tract herein described;

(2) THENCE N 22°28’ 14” W, departing the Southerly line of said Key tract and the Northerly lineof said Kimbrough tract and along the Westerly tine of the tract herein described, a distance of955.97 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(3) THENCE N 24°59’20” W, continuing along the Westerly line of the tract herein described, adistance of 141.04 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

EXHIBIT A-2


Page 2 of 12

(4) THENCE N 0l°12’59” W, continuing along the Westerly line of the tract herein described, adistance of 3107 feet to a set 5’$ inch iron rod with TranSystems cap for the Northwesterlycorner of the tract herein described, being in the Northerly tine of said Key tract and theSoutherly line of that certain tract of land conveyed by deed to Eddie Sheard and Blanca S.M.Sheard recorded in Instrument Number 2012-00006757, O.P.R.R.P.H.C.T. and the Southerly lineof Tract 4 of Mankin Estates a subdivision of record according to the map or plat thereofrecorded in Cabinet 0, Slide 217, Plat Records, Henderson County, Texas (?.R.H.C.Tj,;

(5) THENCE N 89°20’20” E, along the Northerly line of Key tract and the Southerly line of saidSheard tract and the Southerly Line of said Tract 4 and along the Northerly tine of the tractherein described, a distance of 150.01 feet to a set 5’S inch iron rod with TranSystems cap for theNortheasterly corner of the tract herein described and being the Southeasterly corner of saidSheard tract and the Southeasterly corner of said Tract 4 and the Southwesterly corner of thatcertain tract of land conveyed by deed to Jeffrey S. Turner and Jinnifer N. Turner recorded inVolume 2938, Page 649, D.R.H.C.T. and Tract 5 of said Manldn Estates;

(6) THENCE S 25°0l ‘24” E, departing the Northerly line of said Key tract and the Southerly tine ofsaid Mankin Estates and along the Easterly line of the tract herein described, a distance of 110.9$feet to a set 5/8 inch iron rod with TranSysterns cap for an angle point;

(7) THENCE S 22°2$’ 13” E, continuing along the Easterly line of the tract herein described, adistance of 1,021.66 feet, to the POINT OF BEGINNING, containing 3.896 acres (169,714square feet) of land, more or less.


Page 3 of 12

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 projectcombined scale factor of 0.9999460030.

NOTE: Nat to accompany this legal description.

I do certify on this 13th day of August, 2014, to Attorney’s Title Company of HendersonCounty, fidelity National Title Insurance Company and Tarrant Regional Water District, that asurvey was made on the ground as per the field notes shown on this survey and is true andcorrect according to the standards of the Texas Society of Professional Surveyors Standards andSpecifications for a Category 2, Condition IV Survey, and accurate as to the boundaries andareas of the subject property and the size, location and type of buildings and improvements, ifany, 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 issuedby Fidelity National Title Insurance Company, with an effective date of June 13, 2012, issueddate of July 30, 2014, Gf # 12-334-DD affecting the subject property and listed in Exhibit “A1” attached hereto.

Except as shown on the survey: (1) there are no visible encroachments upon the subject propertyby visible improvements on adjacent property, (ii) there are no visible encroachments onadjacent 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 SurveyorsStandards and Specifications for a Category 2, Condition IV Survey.

Richard R. DorrRegistered Professional Land SurveyorTexas Registration Number 4780

Dated: ji44

IPL PARCEL 128 I IPL PARCEL 1129EDDIE SHEARO AND I JEFFREY S. TURNER AND

BLANCA S. IL SHEARD I JINNIFER N. TURNERINST. 12012—00006757 I VOL 2935, PC. 849

O.P.R.R.P.H.C.T. 0.R.RC.T.

N89’20’20E150.01 JJ - rrc

S25’O124”E% 110.98

\

\

%9 —‘S_1. P

SQ. FT. \— — — — — —

— x FEWCE LE

NOTES:NO KNOWN UNDERGROUND UTILITIES — 02—14—2013(u.O.N.) INDICATES UNLESS OTHERWISE NOTED


o = SET 5/8 IRON ROD WITH CAPSTAMPED “TRANSYSTEMS” (U.O.N.)

JONATHAN PING SURVEYABSTRACT 608

L

GRAPI4C SCALE IN FEET1 • 200’

MARIAN TAYLOR KEY (6.57% INT.)VOL. 1084 PG. 485

D.R.H.C.T.TRACT NO. ONE

W.M. KEY SR.. TRUSTEE OF THE WILLIAM M. KEY JR.ANNUAL EXCLUSION TRUST NO. ONE (7.18% INT.)

VOL. 1084 PG. 489D.R.H.C.T.

TRACT NO. ONEW.M. KEY SR., TRUSTEE OF THE ROBERT TAYLOR KEY

ANNUAL EXCLUSION TRUST NO. ONE (7.18% INT.)VOL. 1084 PG. 493

D.R.H.C.T.TRACT NO. ONE

W.M. KEY SR. a/k/a W.M. KEY, W.M. “BILL” KEY,WiLLIAM M. KEY and WILLIAM KEY

VOL. 1657 PG. 802D.R.H .C.T.

TRACT NO. THREEW.M. KEY SR. a/k/a W.M. KEY, W.M. “BILL” KEY,

WILLIAM M. KEY and WILLIAM KEYVOL. 7796 PG. 001

D.R.H.C.T.TRACT NO. THREE

CALLED 91.38 ACRES


II e*sis of BEARiNG IS THE TEXAS STATE PLANE COORDINATEIsmtEi.i. NORTH CENTRAL ZONE (4202) NORTH A ERICAN DATUM PG 4 OF 12II £NAD83X20O7),IH ALL DISTANCES ADJUSTED TO SURFACE BY

JIPR0CT COUSINEO’SCALE FACTOR 0.9999460030

EXHIBIT “A” NPARCEL 964

MANKIN ESTATESCABiNET D, SLIDE 217 200 100 0

P. R. H .C.T.

I

200

N0r1259”W33.07’

j

N24’59’2O”W141.04’

pI

S

I

\‘If’

PARCEL3.896

169,714

DIOIj..LI-O

0L90-

z01< 3Iz u_ -w09oOLL. Ui Li

I LJJS

S89’31’O7”W P.0.8. I mc161.77 N— 6.7s.i,8.4I.5 ecii 585ifl6w 3.69’IE— 2,710,444.033 I(CR10)

IPL PARCEL 624JOHNNY KIMBROUGH

INST. 12010—00016227O.P.R.R.P.H,C.T.

DANIEL LACY SURVEYABSTRACT 431

NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS RAT.

SHEET TITLE EXHIBIT “A”SEGMENT 19—2, PARCEL

W. M. KEYRUBY LYNETTE FREEMAN

JOHN W. KEY, SR.

964

KEY


Page 1 of4EXHIBITA”

Property Description

Being 0.043-acres (1,863 square feet) of land situated in the James Bridgeman Survey, Abstract 186,Tarrant County. Texas and more particularly that certain 0.244 acre tract conveyed to Oscar Robinsonet ux Naomi Robinson, as recorded in Volume 6330. Page 468, Deed Records, Tarrant County,Texas, (D.R.T.C.T) being Lot 7, Block C, 707 Place (unrecorded plat) and being further described asfollows:

COMMENCING at a fence corner found at the Northwest Corner of said Robinson tract, and theSouthwest corner of a tract of land as described by deed to Kourtney J. Lampkin, as recorded inInstrument #D211302521, O.P.R.T.C.T. and the Southeast corner of a tract of land as described bydeed to Daniel and Lupe favila. Est., as recorded in Volume 7662, Page 1666, D.R.T.C.T., being Lot6, Block A, 707 Place (unrecorded plat);

THENCE N 59°48’06” E, along the North line of said Robinson tract and the South line of saidLarnpkin tract, a distance of 55.02 feet to a set 5/8 inch iron rod with Transystems cap for the POINTOF BEGINNING f N: 6,888,887.330, E: 2,374,928.085 Grid)

(1) THENCE N 59°48’06” E. along the North line of tract herein described, the North line of saidRobinson tract and the South line of said Lampkin tract, a distance of 25.21 feet to a set 5/8 inch ironrod with Transystems cap for the Northeast corner of tract herein described, the Northeast corner ofsaid Robinson tract and the Northwest corner of a tract of land as described by deed to Fred L. Foleyet ux Celester Foley, as recorded in Volume 7157, Page 2158, D.R.T.C.T., being Lot 8, Block C, 707Place (unrecorded plat);

(2) THENCE S 30°24’34” E. along the East line of tract herein described, the East of said Robinson tractand the West line of said Foley tract, a distance of 147.76 feet to a set 5/8 inch iron rod withTransystems cap for the South corner of tract herein described;

(3) THENCE N 40°05’lO” W, along the West line of tract herein described, a distance of 149.99 feet tothe POINT OF BEGINNING, containing 0.043-acres (1,863 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 projectcombined scale fuctor of 0.9998802448.

NOTE: Plat to accompany this legal description

EXHIBIT A-3

Parcel 979integrated Pipeline Project

Page 2 of 4

I do certify on this 7th day of February, 2013, to Alamo Title Insurance Company and Tan-antRegional Water District, that a survey was made on the ground as per the field notes shown on thissurvey and is true and correct according to the standards of the Texas Society of ProfessionalSurveyors Standards and Specifications for a Category 2, Condition Ill Survey, and accurate as to theboundaries and areas of the subject property and the size, location and type of buildings andimprovements, 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 Titleissued by Alamo Title Insurance Company, with an effective date of January 7, 2013, issued date ofJanuary 22, 2013, GF # ALDAL1$-AT0000041071 affecting the subject property and listed in ExhibitA-1 attached hereto.

Except as shown on the survey: (1) there are no visible encroachments upon the subject property byvisible improvements on adjacent property, (ii) there are no visible encroachments on adjacentproperty, streets or alleys by any visible improvements on the subject property, and f iii) there ate novisible conflicts or discrepancies.

This survey substantially complies with the current Texas Society of Professional Surveyors Standardsand Specifications for a Category 2, Condition III Survey.

yA.FrRegistered Professional Land Surveyor ,% ;4%.

Texas Registration Number 5316 - d1WYA AÔT

Dated: - ?-‘f

OSCAR ROBINSON ET lixNAOMI ROBINSON

6330, PG. 468, D.R.T.C.T.LOT 7, BLOCK C,

PLACE (UNRECORDED PLAT)CALLED 0.844 ACRES

EXHIBIT “A”\PARCEL 979

5/8 IRE

PARC EL 9790.043 AC.

1863 SQ.ET.

\

JAMES BRIDGEMANSURVEY

ABSTRACT 186

TEXAS EiC TRIC SPVC F. C0LkNYJOt. $551, P0, 704, D.R.T.CT.

(uNKNOWN WIDTH)

Et lix. HENRIOUEEA IAQUIZVOL 7564. PG. 250

0 R.TC.ILOT 9 AND LOT 10. BLOCK E.

7O7 PLACE (UNRECORDED PLAT)


0 = 5/8” CIRS STAMPED TRANSYSTEMS

= POWER POLE

LAKE S[REET(NO DEED OF RECORD FOUND)‘AR;ELE WIDTH RIGHT—OF—WAY

500 WEST SEJENTH STREETSUIL I’OflF0T W0RT4, Tx 76102(817) !33—Ri50 (TEt)(l7) 335—2747 (FAX)

IPL PARCEL 975KOURTNE 1. tAMPKIN

INST. %DV 1.0’521 0 FR 1.CT.

N

\

\

\

VOL.

707

\\

\

Iran- ystems>

IOTE: KNOWN UNDERGROUND UTILITIES SHOWN ARE QUALITY LEVEL B AND D SUE— (12—04-2012)NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

100 50

PRINTED )H

2/26/201is.

\0

SHEET TITLE

100

GPAHC SCALE IN FEET— 100’

It

EXHIBIT “A”SEGMENT 11, PARCEL 979OSCAR ROBINSON ET UX


BASIS OF BEAFNG IS THE TEXAS STATE PLANE COORDINATES’STELI. WORTh CENTRAL TOUt (4202) NORTh AMF.PCAN TUM(NAD83)(2007) WITh ALL DISTATICES ADJUSTED TO SURFACE BYPR3IECT COU8INEO SCALE FACTOR 0.39988028

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 reasonable and

necessary 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 was unanimous.

20.

With the recommendation of management, Director Lane moved to grant authority

to acquire permanent easement interests, as set forth below, in, over, under, and across

the following described properties, or fee simple title to such tracts, as indicated, for the

public use and purpose of construction and operation of the Integrated Pipeline Project.

Funding for these acquisitions is included in the Bond Fund.

• IPL Parcel 666(Blanc hard)

Fee simple title to the surface estate only, together with any improvementslocated thereon, of a 0.040-acre tract of land situated in the John AlbrightSurvey, Abstract Number 16, Henderson County, Texas, being part of that called66.715-acre tract described by deed to Frank and Mersini I. Blanchard recordedin Volume 2286, Page 329, Deed Records, Henderson County Texas, and beingfurther described in the accompanying resolution and in the survey plat forParcel 666 attached hereto for the negotiated purchase price of $1,000.00.

• IPL Parcel 830(Moore)

A permanent easement interest across a 1.847-acre tract of land situated in theJohn Ferguson Survey, Abstract Number 22, Anderson County, Texas, andbeing more particularly described as a portion of that certain 23.678-acre tractof land conveyed to Jesse Warren Moore and Virginia L. Moore, save and excepta 1.167-acre tract of land, as described by deed recorded in Volume 1270, Page686, also being a portion of that certain 24.843-acre tract of land conveyed toJesse Warren Moore and Virginia L. Moore, save and except a 1.005-acre tractof land, as described by deed recorded in Volume 1270, Page 686, Real Property,

Records of Anderson County, Texas, and being further described in theaccompanying resolution and in the survey plat for Parcel 830 attached heretofor the negotiated purchase price of $25,000.00.

• IPL Parcel 923(Pace)

A permanent easement interest across an 8758-acre tract of land situated in theJ. G. Ratliff Survey, Abstract Number 666, Henderson County, Texas, and beingmore particularly described as a portion of that certain 50.532-acre tractconveyed to Brad Pace by instrument recorded in Document Number 2009-0001 7083, Henderson County Real Property Records, and being furtherdescribed in the accompanying resolution and in the survey plat for Parcel 923attached hereto for the negotiated purchase price of $240,000.00.

• IPL Parcel 1122(Bristow and Haynes)

Fee simple title to the surface estate only, together with any improvementslocated thereon, of a 0.250-acre tract of land situated in the D. M. DickersonSurvey, Abstract Number 212, Henderson County, Texas, and being moreparticularly described as a portion of that certain 0.95-acre tract of landconveyed to Keith Bristow and Ben Haynes, as described by deed recorded inVolume 2006, Page 17, Real Property Records of Henderson County, Texas, andbeing further described in the accompanying resolution and in the survey platfor Parcel 1122 attached hereto for the negotiated purchase price of $5,000.00.


Page 1 of4

Exhibit “A”Property Description

Being a 0.040 acre (1,751 square foot) tract of land situated in the John Albright Survey, AbstractNumber 16, Henderson County, Texas, being part of that called 66.715 acre tract described byWarranty Deed to frank Blanchard and Mersini I. Blanchard recorded in Volume 2286, Page 329,Deed Records, Henderson County Texas (D.R.H.C.T.), and being further described as follows:

COMMENCING at a 1/2-inch iron rod found for the easterly end of a called 10 foot offset in theeasterly line of that called 10.379 acre tract described by Warranty Deed to David M. McElree andwife, Debra McElree recorded in Volume 1638, Page 137, D.R.H.C.T., same being the westerly right ofway line of farm to Market Highway 2636 (FM 2636, a variable width right-of-way, no deed found);

THENCE southerly, with said westerly right of way line and the easterly line of said 10.379 acre tract,as follows:

S 00°53’40” E, a distance of 100.00 feet to a point for corner;

S 09°43’26” W, a distance of 101.80 feet to a found 1 inch pipe for the southeasterly corner ofsaid 10.379 acre tract and the northeast corner of said 66.715 acre tract, being the POINT OFBEGINNING, (N: 6,746,922.397 , E: 2,749,896.952 Grid);

THENCE southerly, continuing with said westerly right of way, and the easterly line of said 66.715acre tract, as follows:

(1) Along the arc of a curve to the right, having a central angle of 01°30’53”, a radius of 676.78 feet,an arc length of 17.89 feet, and a chord of S l6°14’36” W, 17.89 feet to a set 1/2-inch iron rodwith “PACKECO KOCH” cap;

(2) S 17°00’02” W, a distance of 27.64 feet to a set 1/2-inch iron rod with “PACHECO KOCH” cap;

(3) THENCE N $6°55’59” W, a distance of 78.99 feet to a set 1/2-inch iron rod with “PACHECOKOCH” cap in the line common to said 10.379 acre tract and said 66.715 acre tract;

(4) THENCE N 66°49’07” E, with said common line, a distance of 100.04 feet to the POINT OFBEGINNING, containing 0.040 acre (1,751 square feet) of land, more or less.


Page 2 of 4

NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), NorthAmerican Datum 1983 (NAD 83)(2007) with all distances adjusted to surface by projectcombined scale factor of 0.9999804020.


NOTE: All 1/2-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’sTitle of Henderson County and Tarrant Regional Water District, that a survey was made on the groundas per the field notes shown on this survey and is true and correct according to the standards of theTexas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IVSurvey, and accurate as to the boundaries and areas of the subject property and the size, location andtype 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 theCommitment for Title issued by Fidelity National Title Insurance Company, with an effective date ofAugust 22, 2014, issued date of August 27, 2014, GF # 14-529-DD affecting the subject property andlisted in Exhibit “A- 1” attached hereto.

Except as shown on the survey: (1) there are no visible encroachments upon the subject property byvisible improvements on adjacent property, (ii) there are no visible encroachments on adjacentproperty, streets or alleys by any visible improvements on the subject property, and (iii) there are novisible conflicts or discrepancies.

This survey substantially complies with the current Texas Society of Professional Surveyors Standardsand Specificatiis for a Category 2, Condition IV Survey.

Paul Hbeh/ )‘ Texas Registration No. 1942Inc. 8350 N. Central Expwy., Suite 1000

Dallas, TX ‘7P (972) 235-3031Texas Reg. Surveying Firm LS-100080-00

i1.Dated:

GRAPHIC SCALE IN FEET1” 100’

S09’43’26”W101 80’ IPL PARCEL 667

CHARLES P. NORW000 ANDWIFE, MARY C NORW000

VOL. 2131, PG. 831DR.HC .T.

JOHN ALBRIGHT SURVEY EXHIBIT “A”ABSTRACT 16,. PARCEL 666

IPL PARCEL 664REOA LEE MATTHEWSVOL. 1470, PG. 275

D.R H.C.I V

N

IPL PARCEL 665DAVID M. MCELREE ANDWIFE, DEBRA MCELREE

VOL. 1638, PG. 137DR.H.C T.

CALLED 10.379 ACRES

N/

‘C

C,

N

0.00’ -

100 50 0

p.0.C.1/2” IRON ROD FOUND

SOO’53’40”E100,00’

100

20’TUEC EASEMENTVOL. 1 726, PG. 334

D.R.HC.T

PARCEL 6660.040 AC.,751 SOFT.

/

1” IRON PIPE FOUND

—

—-

—

D= 0130’53”R= 676.78’L= 17.89’CHB= S16’14’36’WCHL= 17.89’

IPL PARCEL 666FRANK BLANCHARD ANDMERSINI I. BLANCHARD

VOL. 2866, PG. 329D.R.H.C .1.

CALLED 66.715 ACRES

27.64’

/

I

/LEGEND• = MARKER FOUND AS NOTED

o = 1/2—INCH IRON RODW/”PACHECO KOCH”CAP SET(UNLESS OTHERWISE NOTED)

FARM 10 MARKET HIGHWAY 2636VARIABLE RIGHT—OF—WAY WIDTH(NO DEED OF RECORD FOUND)

= POWER POLE

R= 613.69’L=

319.89____.1

NOTE: NO KNOWN UNDERGROUND UTILITIES — 02/14/2013NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

PREITED ON:

0/8/20Pacheco KochDALlAS • FORT WORTH HOUSTON

8350 N. CENTRAL EXPWY, SUITE’DALLAS, TEXAS 75206

PH. 972.235.3031 FAX 972.2TX REG. ENGINEERING FIRM F-469TX REG. SURVEYING FIRM LS-100080.

SHEET TITLE

EXHIBIT “A”SEGMENT 19—2, PARCEL 666

FRANK BLANCHARD ANDMERSINI I. BLANCHARD

PROJECTINTEGRATED PIPELINE PROJECT

BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM(NADB3)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BYPROJECT COMBINED SCALE FACTOR 0.9999804020

Parcel $30Integrated Pipeline Project

Page 1 of4


Being 1.847 acres (80,463 square feet) of land situated John Ferguson Survey, AbstractNumber 22, Anderson County, Texas, and more particularly in that certain 23.67$ acre tractof land, (Tract One), conveyed to Jesse Warren Moore and Virginia L. Moore, husband andwife, save and except a 1 .167 acre tract of land, as described by deed recorded in Volume1270, Page 686, also being in that certain 24.843 acre tract of land, (Tract Two), conveyed toJesse Warren Moore and Virginia L. Moore, husband and wife, save and except a 1.005 acretract of land, as described by deed recorded in Volume 1270, Page 686, Real PropertyRecords of Anderson County, Texas, (R.P.R.A.C.T.), being further described as follows:

BEGINNING at a found 1/2 inch iron rod in the East line of said Moore 23.678 acre tract,save and except said 1.1 67 acre tract, at the Southwest corner of a called 14.64 acre tract ofland, (Tract Three), conveyed to Dudley D. Warrington, as described by deed recorded inVolume 2059, Page 189, Official Public Records of Anderson County, Texas,(O.P.R.A.C.T.), the Southeast corner of tract herein described, and the POINT OFBEGINNING (N: 6,720,307.098, E: 2,906,837.420, Grid), from which the Southeast cornerof said Moore tract bears S 0703920?t W, a distance of 17.37 feet;

(1) THENCE S 88058T461? W, a distance of 347.77 feet to a set 1/2 inch iron rod with plastic capstamped K.L.K. #4687 at an angle point in the South line of tract herein described;

(2) THENCE S 45°00’00 W, a distance of 35.64 feet to a found 1/2 inch iron rod in the Southline of said Moore (Tract One) and said John Ferguson Survey, in the North line of theJoseph Ferguson Survey, Abstract Number 23 Northeast corner of a called 67.87 acre tract ofland conveyed to Ronald A. Smith, as described by deed recorded in Volume 1158, Page877, Land Records of Anderson County, Texas, (L.R.A.C.T.), at the Northwest corner of acalled 4.36 acre tract of land conveyed to Lori Diane Roberson, as described by deedrecorded in Volume 1869, Page 646, O.P.R.A.C.T., and being at an angle point in the Southline of tract herein described;

(3) THENCE S 87°48’05” W, a distance of 220.76 feet along the South line of said Moore(Tract One) and said John Ferguson Survey, the North line of said Joseph Ferguson Surveyand said Ronald A. Smith 67.87 acre tract of land to a set 1/2 inch iron rod with plastic capstamped K.L.K. #4687 in the South line of aforementioned Moore (Tract Two), and theNorth line of said Ronald A. Smith 67.87 acre tract, and being the Southwest corner of tractherein described from which the Southeast corner of said Moore (Tract Two), bears N87048!05T? E, a distance of 45.85 feet;

(4) THENCE N 45°0000” E, a distance of 258.19 feet across said Moore (Tract Two) andMoore (Tract One) to a set 1/2 inch iron rod with plastic cap stamped K.L.K. #4687 at anangle point in the North line of tract herein described;


Page 2 of4

(5) THENCE N 88°58’46” E, a distance of 431.24 feet to a set 1/2 inch iron rod with plastic capstamped K.LK. #4687 in the East line of said Moore (Tract One) and the West line ofaforementioned Warrington 14.64 acre tract, and being the Northeast corner of tract hereindescribed;

(6) THENCE S 07°3920” W, a distance of 151.74 feet along the East line of said Moore (TractOne) and the West line of said Warrington 14.64 acre tract to the POINT OF BEGINNING,containing 1.847 acres (80,463 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 surfaceby project combined scale factor of 0.9999804020.


I do certify on this 20th day of September, 2013 to First National Title Insurance Company,Texas First Title Company, L.L.C., and Tarrant Regional Water District, that a survey wasmade on the ground as per the field notes shown on this survey and is true and correctaccording to the standards of the Texas Society of Professional Surveyors Standards andSpecifications for a Category 2, Condition III survey, and accurate as to the boundaries andareas 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 forTitle issued by WFG National Title Insurance Company, with an effective date of April 26,2013, issued date of May 28, 2013, GF # 11 199.TFT affecting the subject property and listedin Exhibit “A-i” attached hereto.

Except as shown on the survey: (i) there are no visible encroachments upon the subjectproperty by visible improvements on adjacent property, (ii) there are no visibleencroachments on adjacent property, streets or alleys by any visible improvements on thesubject property, and (iii) there are no visible conflicts or discrepancies.

This survey substantially complies with the current Texas Society of Professional SurveyorsStandards and Specifications for a Category 2, Condition III Survey.

Kevin L. KilgoreRegistered Professional Land SurveyorTexas Registration Number 4687

Dated:________________

LEGEND

• = MARKER FOUND AS NOTED


N

0 = 1/2” IRON ROD SET WITH K.L.K. #4687 CAP

3’ FRANKSTON RURALWATER SUPPLY CO. QL 0

L2

—CENTURYLINK QL B

CO. RD. 305EDGE OF ASPHALT

SURVEY LINE

FENCE

DETAIL “A”NOT TO SCALE

JESSE WARREN MOOREAND VIRGINIA L. MOORE,

HUSBAND AND WIFEVOL. 1270, PC. 686

R.P.R.A.C .1.TRACT ONE

CALLED 23.678 AC.SAVE & EXCEPT

1.167 AC.

PRINTED ON SHEET TITLE9/23/2013 EX HI B IT “A”25356 PMj1gore

SEGMENT 19—1, PARCEL 830JESSE WARREN MOORE. www.klkllger..aom

6712 PALUXY DRIVE AND VIRGINIA L. MOORETYLER, TX 75703(903) 581-7800 (TEL)(903) 581-3756 (FAX) PROJECT

INTEGRATED PIPELINE PROJECTPROJ NO: 201021P830

SCALE: 1’ = 300’DATE: 9—23—2013 BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATEDRAWN BY: KLK SYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM p 3 OF 4CHECKED BY: RN (NAD83)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BYREVISED DATE: PROJECT COMBINED SCALE FACTOR 0.9999804020

-0- = POWER POLE

JOHN FERGUSONABSTRACT

LINE TABLE

SURVEY22

LINE BEARING DISTANCELi S 0739’2O” W 17.37’L2 S 8W58’46” W 347.77’L3 S 450O’OO” W 35.64’L4 S 8748’05” W 220.76’L5 N 45OO’OO” E 258.19’L6 N 8748’05” E 45.85’L7 N 8W58’46” E 431.24’LB S O739’2O” W 151.74’

SAMUEL E. MOOREVOL. 1841, PG. 104

R.P.R.A.C .T.

MOOREMOORE,WI FE

JESSE WARRENAND VIRGINIA L.

HUSBAND AND-, VOL. 1270, PG. 686

R.P.R.A.C.T.TRACT TWO

CALLED 24.843 AC.SAVE & EXCEPT

1.005 AC.

IPL PARCEL 832DUDLEY D. WARRINGTON

VOL. 2059, PG. 189O.P.R.A.C .T.

TRACT THREECALLED 14.64 AC.

ARLIS M. WILKSVOL. 855, PG. 449

D.R.A.C .T.

PARCEL 8301.847 AC.

80,463 SQ. FT1- --

20’ WIDE EASEMENT‘ -FRANKSTON RURAL WATER

SUPPLY CORPORATIONVOL. 779, PG. 443

D.R.A.C .T.

STRUCTURE

z

Cz

- LINESURVEY LINE

—-

3 FRANKSTON RURALWATER SUPPLY CO. QL D

0oE7w/0

— — — —

— FENCE LINE1’ L STRUCTUREIPL PARCEL 826

RONALD A. SMITHVOL. 1158, PG. 877

L.R.A.C .T.

JOSEPH FERGUSON SURVEYABSTRACT 23

NOTE: KNOWN UNDERGROUND UTILITIES SHOWN AREQUALITY LEVEL B SUE — (1/3/2013)

P.O.B.1/2” IRFN: 6,720,307.098E: 2,906,837.420(GRID)

LORI DIANE ROBERSON’ CO. RD. 305VOL. 1869, PG. 646 ‘(NO DEED OF RECORD FOUND)

O.P.R.A.C.T. / (12—15’ WIDTH VARIES)

300 0 300

GRAPHIC SCALE IN FEET1’ = 300’



Page 1 of6


Being 8.758-acres (381,493 square feet) of land situated in the J. G. Ratliff Survey, AbstractNumber 666, Henderson County, Texas, and more particularly that certain 50.532 acre tractconveyed to Brad Pace, by instrument recorded in Document Number 2009-00017083,Henderson County Real Property Records, (H.C.R.P.R,), and being further described as follows:

BEGINNING at a 4 inch by 4 inch concrete monument found for the northwest corner of thatsaid Pace tract, said 4 inch by 4 inch concrete monument being the southwest corner of thatcertain tract conveyed to David B. Barrett and wife, Mary Lynn Barrett, by instrument recordedin Volume 1357, Page 148, H.C.R.P,R., said 4 inch by 4 inch concrete monument being in theeast line of that certain tract described as Tract One conveyed to Mill Run Farms, Inc., a Texascorporation, by instrument recorded in Volume 1 180, Page 187, H.C.R.P.R., said 4 inch by 4inch concrete monument being in the west line of said Abstract Number 666, said 4 inch by 4inch concrete monument also being in the east line of the S. Jones Survey, Abstract Number 961,Henderson County, Texas (N:6,739,409.054, E:2,790,638.216 Grid);

(1) THENCE North 87 degrees 40 minutes 4$ seconds East, along the common line of said Pacetract and said Barrett tract, a distance of 230.84 feet to a 5/$ inch iron rod with cap stamped“GORRONDONA” found for corner;

(2) THENCE South 77 degrees 34 minutes 33 seconds East, a distance of 299.72 feet to a 51$ inchiron rod with cap stamped “GORRONDONA” set for corner;

(3) THENCE South 80 degrees 09 minutes 43 seconds East, a distance of 133.38 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;

(4) THENCE South 82 degrees 44 minutes 53 seconds East, a distance of 92.07 feet to a 51$ inchiron rod with cap stamped “GORRONDONA” found for corner in the common line of said Pacetract and that certain tract conveyed to Dr. David B. Barrett and Mary Lynn Barrett, byinstrument recorded in Volume 1860, Page 212, H.C.R.P.R.;

(5) THENCE South 03 degrees 25 minutes 44 seconds East, along the common line of said Pacetract and said Dr. David B. Barrett tract, a distance of 28.50 feet to a 5/8 inch iron rod found foran interior cli corner of said Pace tract, said 5/8 inch iron rod being the most southerly southwestcorner of said Dr. David B. Barrett tract;

(6) THENCE North 88 degrees 03 minutes 17 seconds East, along the common line of said Pacetract and said Dr. David 3. Barrett tract, a distance of 175.23 feet to a 518 inch iron rod with capstamped “GORRONDONA” found for corner;

(7) TI-IENCE South 82 degrees 44 minutes 53 seconds East, a distance of 347.0$ feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;

(8) THENCE South 60 degrees 00 minutes 00 seconds East, a distance of 373.11 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;


Page 2 of 6

(9) THENCE North 89 degrees 03 minutes 24 seconds East, a distance of 943.62 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner in the common tine of said Pacetract and that certain tract conveyed to R Todd Fagan and Nancy L. Fagan, by instrumentrecorded in Document Number 2012-00000798, H.C,R.P.R., said 5/8 inch iron rod with capstamped “GORRONDONA” being in the east tine of said Abstract No. 666, said 5’$ inch ironrod with cap stamped “GORRONDONA” also being in the west line of the M.B. McKeeverSurvey, Abstract Number 479, Henderson County, Texas;

(10) THENCE South 02 degrees 00 minutes 37 seconds East, along the common line of said Pacetract, said fagan tract, said Abstract No. 666, and said Abstract No. 479, a distance of 155.70feet to a MAO nail set for corner in Pace Ranch Road (+1- 18’ asphalt pavement) (no deed ofrecord found), from which a 5/8 inch iron rod found for the southeast corner of said Pace tractbears South 02 degrees 00 minutes 37 seconds East, a distance of 421.10 feet; said 5/8 inch ironrod being the northeast corner of that certain tract described as Tract Two conveyed to ElaineAsmussen, by instrument recorded in Volume 2590, Page 267, H.C.R.P.R.;

(11) THENCE North 72 degrees 27 minutes 44 seconds West, a distance of 17.89 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;

(12) THENCE South 89 degrees 03 minutes 24 seconds West, a distance of 971.07 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;

(13) THENCE North 60 degrees 00 minutes 00 seconds West, a distance of 384.87 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;

(14) THENCE North $2 degrees 45 minutes 08 seconds West, a distance of 659.38 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;

(15) TI-IENCE North 77 degrees 34 minutes 23 seconds West, a distance of 575.44 feet to a 578 inchiron rod with cap stamped “GORRONDONA” set for corner in the common line of said Pacetract, said Mill Run farms tract, said Abstract Number 666, and said Abstract Number 961;

(16) THENCE North 01 degrees 11 minutes 27 seconds West, along the common line of said Pacetract, said Mill Run Farms tract, said Abstract Number 666, and said Abstract Number 961, adistance of 93.65 feet to the POINT OF BEGINNING and containing 8.75$ acres (381,493square feet) of land, more or less.


Page3 of6

NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202) NorthAmerican Datum 1983 (NAD83)(2007) with all distances adjusted to surface by projectcombined scale factor 0.9999804020.


I do certify on this 25th day of November, 2015, to Attorney’s Title Co. of Henderson County, FidelityNational Title Insurance Company, and Tarrant Regional Water District, that a survey was made on theground as per the field notes shown on this survey and is true and correct according to the standards ofthe Texas Society of Professional Surveyors Standards and Specifications for a Category 2, ConditionIV Survey, and accurate as to the boundaries and areas of the subject property and the size, location andtype 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 theCommitment for Title issued by fidelity National Title Insurance Company, with an effective date ofJuly 3, 2014, issued date of July 15, 2014, OF #14-40$-DD affecting the subject property and listed inExhibit ‘A- I” attached hereto.

Except as shown on the survey: (1) there are no visible encroachments upon the subject property byvisible 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 visibleconflicts or discrepancies.

This survey substantially complies with the current Texas Society of Professional Surveyors Standardsand Specifications for a Category 2, Condition IV Survey.

Chris T. AbbottRegistered Profession Land SurveyorTexas Registration No. 6407

Dated

II — —

P.O

LEGEND• — MARKER FOUND AS NOTED

O 56” IRS WITH CAPSTAMPED “GORRONDONA”

— POWER POLE

BRAD PACEDOCUMENT NO. 2009—00017083

H.C .R.P,R.CALLED 50.532 ACRES

INTEGRATED PPEUNE PROJECT

BASS OF BE.ARIG S THE TEXAS STATE PLANE COORD NATESYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAn DATUM(NAOB3)f 2007) WITH ALL DISTANCES ADJUSTED TO SURFAcE BYPROJECT COMBINED SCALE FACTOR 0.9999804020

SU RVEYj714

V. SHELTONABSTRACT IPI PAR CL 704

REMA’IlDCR OFDAVID B. DARRCTI AND WrE.

MARY LYNN OARREUVOLUME 1357. PAGE 138

H C R,P.R


3 7 4 O 45”230.84’

£

/CONC

IPL PARCEL 704REMAll4ER CF

OR, 04.10 8. BAPETI ANDM?RY LYU1J BARREIT

VOLUME 1860. PAGE 22H.C .R.P.R.

S 80’0943” E1 33.38’82 3” E

‘3 IRF

N Orll’27” W93.65’

S. JONES SURVEYABSTRACT 961

.S 82’44’53” E.N 8803 17’ E 347.08’

175.23’ /x x,

P1 PARCEL 702TRACT ONE

MILL RUN FARMS, INCA flE’XAS CORPORATOI

Ct1UE 1160, PAGE 187H.C R.P.R.

N PARCEL8.758

381 p493

tfl

F—ww

V•)‘V923

AC.SQ . FT.

J. C. RATUFF SURVEYABSTRACT 666

wwdi

1 PP

S 89’03’24” W’971.0?’

X —— - - — - - — — - — - — — - — — - — - — - - — - —

TRA.T TWOELMNE AMUSE’J

VCLUIJE 2590, PAE 267H C R.P.R

NOTE. KNOWN UNDERGROUND UTIUTIES SHOWN AREOJAUTY LEVEL B SUE (05/23/2012)

FJOTt LECAL DESCRIPTION TO ACCOMPANY THIS PLAT

N

PI1TEO 0:1

1,’25/2015IC C3 CO AU

SHEET TTLEGORRONDONA &

ASSOCIATES, INC.7524 JAC< lEWELL BLVD SOUTHFORT WORTH. TEXAS 76118PHONE fe 17)496—1424FAX (817)496—1768

PROJ tIL P202090330SCALE: 3 —DATE: 08—31—2013DRAWN BT CACHECKED 87. JCREVSED DATE: ll—252035

300 5Q 0 300

GRAPH C SDAE 313 FEET1” 300’

EXHIBIT ‘IA”SEGMENT 19—2, PARCEL 923

BRAD PACE

PROJECT

I—wwIEn

\IPL PARCEL 707 1’

MICHAEc C. COLLINS\ VOLUME 1819,

PAGES28 I‘i NC .R.P.R.‘

PC ARCEL 706 1

BILLY WGtER‘ ArID A1GEL WAGONEI C’

‘V0UE 1873, PAGE 2,HCRPP,

H

TRACT TWOELAIIE ASMUSSEN

VOL)ME 2590. PAGE 267RC.R P.R.

I” PF


o = 5/8” IRS WITH CAPSTAMPED GORRONDONA’

= POWER POLE

DETAIL A”NOT To SCALE

•N 8903’2’4”943.62’

N 72’27’44”fl’S OTOO’37” E

LiflE’ J ,15570’

I BUREO CrU1LP

ZTLtLP-,0flE . —ILII< PHN1E L’P’

PEDtST4C..,, LL-EL o

BURiED CENTURY.111W 0IlE ilL ... .

C’EC P SV .. . . - ..‘. - - - - —

13/8 IRF

___

—— -——————*

ci

N

-----::“


N. BOX SURVEYABSTRACT 58

.PUOIIE SIR tLt,rE,JCE tinE

IPL PARCEL 704REU’INDER OF

DR. DAVID B BARREfl A 0I.’ARY Lfl.F3 BARREU

VOLUIIE 1660. PAGE 21N.C.R PR

PARC EL 9238.758 AC.

381,493 SQ.ET.I x

— —I— — —/ rEICL tNt

-. L2a”. - —wU

,

CJ’) , — — — • — • • • •.S 8903’4” W 9?LO/

.,..LC4

N 72’27’44” W17.89’

BRAD PACEDOCUMENT NO. 2009—00017083

H.C .R.P.R.CALLED 50.532 ACRES

--—--—--------

5/8 IRF

]. G. RATLIFF SURVEYABSTRACT 666

C

NOTE: KNOWN UNDERGROUND UTILITIES SHOWN AREQUALITY LEVEL B SUE (05/23/2012)

NOTE: LEGAL DESCR PTION TO ACCOMPANY THIS PLAT

r7’—S 02’O0’37” E

AGr3MLTDETA “An

PACE RANCH ROAD(± 18 ASPHALT PAVEMENT)

(NO DEED OF RECORD FOUND)roM.B. MCKEEVER SURVEY

ABSTRACT 479

IPL PARCEL 709R. TODD PAGAN AtID NANCY 1. PAGAN

DOCUMENT NO. 2009—00012473H.C R P.R

IPL PARCEL 708P. 1000 PAGAN

ANO NANCY C FAGAJDOCUUETI 110 2012—00000798

H.C R.P.R

NN

PRINTED ON.

11/25/2015100000 AM

•1

300 150 0 300

SHEET TITLECORRONDONA &

ASSOCIATES, INc.7524 JACK NEWELL BLVD. SOUTHFORT WORTH, TEXAS 76118PHONE (817)496—1424FAX (817)496—1768

PRO,J NO: P202090330SCALE: 1 s 3T0’DAtt 081120i4DRAWN BY. CACKE0 BY. .10REVISED DATE 1I252OI5 —

GRAPHIC SCALE IN FEET— 300’


BRAD PACE


BASIS OF BEARING S THE TEXAS STATE PLANE COORDINATESYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM I(NADB3)(2007) WITH ALL DISTANCES ADJUSTED TO SURFAcE BY IPROJECt COMBINED SCALE FACTOR 0.9999204020


Page 1 of4


Being 0.250 acres (10,902 square feet) of land situated in the D. M. Dickerson Survey,Abstract Number 212, Henderson County, Texas, and more particularly all of that certain0.95 acre tract of land, (Tract Two), conveyed to Keith Bristow and Ben Haynes, asdescribed by Deed recorded in Volume 2006, Page 17, Real Property Records of HendersonCounty, Texas, (R.P.R.H.C.T.), being further described as follows:

BEGINNING at a found Nail in the North right of way line of Farm to Market HighwayNumber 1305, (100.00-foot wide right of way), as described in Volume R, Page 475 of theCommissioner’s Court Books, Henderson County, Texas, and in Volume 606, Page 485,Deed Records of Henderson County, Texas, (D.R.H.C.T.), said Nail found being theSoutheast corner of a certain 140 feet East and West by 170 feet North and South tract ofland conveyed to Misty Harris, as described by Deed recorded under Instrument Number2015-0001 1919, (R.P.R.H.C.T.). the Southwest corner of said 0.95 acre Bristow and Haynestract, and the tract herein described, also being the POINT OF BEGINNING(N: 6,725,914.992, E: 2,871,413.220, Grid);

(I) THENCE N 02°55’39” W, a distance of 87.52 feet along the East line of said Harris tractand the West line of said Bristow and Haynes 0.95 acre tract and the tract herein described toa set 1/2 inch iron rod with plastic cap stamped K.L.K. #4687 on the East line of said Harristract, at the Southwest corner of a called 117.86 acre tract conveyed to Hunt Oil Company, asdescribed in a Deed recorded in Volume 436, Page 477, D.R.H.C.T. and being the Northwestcorner of said Bristow and Haynes 0.95 acre tract and the tract herein described;

(2) THENCE S 82°43’43” E, a distance of 282.50 feet along the South line of said Hunt OilCompany 117.86 acre tract and the North line of said Bristow and Haynes 0.95 acre tract to aset 1/2” iron rod with plastic cap stamped K.L.K. #4687 in the North right of way line of saidFarm to Market Highway Number 1305 and at the Northeast corner of the tract hereindescribed, same also being at the beginning of a curve to the Left;

(3) THENCE along said North right of way line of Farm to Market Highway Number 1305, theSouth line of said Bristow and Haynes 0.95 acre tract, and said curve to the left having adelta of 1 1°02’20”, a radius of 1458.43 feet, an arc length of 280.99 feet, and a chord bearingof S 79°23’28” W, a chord distance of 280.55 feet to the POINT OF BEGINNING,containing 0.250 acres (10,902 square feet) of land, more or less.


Page2of4

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 surfaceby project combined scale factor of 0.9999$04020.


I do certify on this j6Ih day of October, 2015 to fidelity National Title Insurance Company,Attorney’s Title Company of Henderson County, and Tarrant Regional Water District, that asurvey was made on the ground as per the field notes shown on this survey and is true andcorrect according to the standards of the Texas Society of Professional Surveyors Standardsand Specifications for a Category 2, Condition Ill survey, and accurate as to the boundariesand areas of the subject property and the size, location and type of buildings andimprovements, if any, and shows the location of all visible easements and rights-of-way andthe rights-of-way, easements and other matters of record as listed in Schedule B of theCommitment for Title issued by Fidelity National Title Insurance Company, with aneffective date of September 14, 2015, issued date of October 8, 2015, GF # 15-383-DDaffecting 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 subjectproperty by visible improvements on adjacent property, (ii) there are no visibleencroachments on adjacent property, streets or alleys by any visible improvements on thesubject property, and (iii) there are no visible conflicts or discrepancies.

This survey substantially complies with the current Texas Society of Professional SurveyorsStandards and Specifications for a Category 2, Condition III Survey.

Revinb KilgorRegiste U Prof sional Land SurveyorTexas Re ation Number 4687

Dated: O/t9/l5

• MARKER FOUND AS NOTED

o = 1/2 IRON ROD SETWITH K.L.K. #4687 CAP

-0- = POWER POLE

EXHIBIT “A” NPARCEL 1122

—.——• I/2 IRF

LINE BEARING DISTANCELi N 0T5539” W 87.52’

CURVE RADIUS ARC CHORD CHORD DELIACl 1458.43’ 280.99’ 280.55’ S 79’23’28’ W 11’02’20”

LEGEND

JOSE MORA SURVEYABSTRACT 497

P1 PARCEL 778CHARLES C. SCAROROUGHREVQCABE LIVING TRUST

VOL. 1641. PG. (93R P RH.C,T. lP PARCEL 781

HUNT DL COMPANYVOL 436. PG. 477

OR H C.T.

I

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CROSSTE FENCE KEITH BRISTOWIPL PARCEL 1122

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M. DICKERSON SURVEYABSTRACT 212

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PRRJtED ON:

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100 0 100

I IGRAPHIC SCALE IN FEE

100

NOTE: KNOWN UNDERGROUND UTILITIES SHOWN AREOUALIW LEVEL B AND 0 SUE — (1/21/2013)

!4LR!lgore6712 PALUXY DRIVETYLER, TX 7570319031 581-7800 (TEL)(9031 581-3756 (FAC1

PRJ NO: O1O2IP1I2 —

SCALE: 1 — 100DATE:DRAWN BY: KUCCHECKED BY: RN

SED DATE:


SHEET TITLE


KEITH BRISTOW AND BEN HAYNES

PROJECTINTEGRATED PIPELINE PROJECT

BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM, NORTH CENTRAL ZONE (4202) NORTH AiIERICAN DATUM(NADB3)f2007) WITH ALL DISTANCES ADJUSTED To SURFACE BY PG. 3 OF 4PROJECT COMBINED SCALE FACTOR 0.9999804020

In addition, R. Steve Christian, Real Property Director of TRWD, and the staff of

TRWD, are 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.

21.

With the recommendation of management, Director Lane moved to grant authority

to purchase the real property described below, which is necessary for the public use and

purpose of construction and operation of the Cedar Creek Wetland Project for the

negotiated purchase price of $41 ,500. Funding for this acquisition is included in the Bond

Fund.

A permanent easement interest across a 4.772-acre tract of land located in theJohn Swesey Survey, Abstract No. 499, Kaufman County, Texas, said 4.772-acretract of land being a portion of a called 10.00-acre tract of land conveyed toGENEVA STRAYHORN and SAM STRAYHORN, by deed as recorded in Volume4607, Page 303, Deed Records, Kaufman County, Texas, and being furtherdescribed in the accompanying resolution and in the survey plat attachedhereto.

Parcel 18Cedar Creek

Finished Water PipelinePage 1 of 5


BEING a 4.772 acre tract of land located in the John Swesey Survey, Abstract No. 499, KaufmanCounty, Texas, said 4.772 acre tract of land being a portion of a called 10.00 acre tract of land conveyedto GENEVA STRAYHORN and SAM STRAYHORN, by deed as recorded in Volume 4607, Page303, Deed Records, Kaufman County, Texas (DR.K.C.T.), said 4.772 acre tract of land being moreparticularly described by metes and bounds as follows:

BEGINNING at a 1/2 inch iron rod with a cap stamped “SPOONER & ASSOCIATES” set (hereinafterreferred to as an iron rod set) the southwest property corner of the said 10.00 acre tract, same being thenorthwest property corner of a called 10.00 acre tract of land conveyed to The Secretary of Housing andUrban Development, by deed as recorded in Volume 4734, Page 143, D.R.K.C.T., said beginning pointalso being on the east right-of-way line of County Road No. 409 (being a variable width right-of-way atthis point) and having a grid coordinate of N: 6,821,460.661 and Es 2,642,146.004;

THENCE North 01051 ‘46’ West, along the west property line of the said Strayhorn tract and along the said east right-of-way line, a distance of 66.01 feet to an iron rod set from which a 1/2 inch iron rod found at the northwest property cornerof the said Strayhorn tract bears North 01051 ‘46” West, a distance of 13 I .61 feet;

THENCE departing the said property line and the said right-of-way line, over and across the said Strayhorn tract thefollowing courses and distances:

North 89° 1522” East, a distance of 128.38 feet to an iron rod set;

South 45°58’37” East, a distance of 14.20 feet to an iron rod set;

North 89° 1522” East, a distance of 86.56 feet to an iron rod set;

North 4401714911 East, a distance of 62.27 feet to an iron rod set;

North 8901 5’22” East, a distance of 324.95 feet to an iron rod set;

North 44015221 East, a distance of 154.09 feet to an iron rod set on the north property line of the said Strayhorntract, same being the south property line of Creek Side Subdivision, being an Addition to Kaufman County,Texas, according to the plat thereof filed for record in Cabinet 1, Sleeve 750, Plat Records, Kaufman County,Texas;

THENCE North 89°08’54” East, along the said property lines, a distance of 139.06 feet to an iron rod set;

THENCE North 89°22’33’ East, at a distance of 449.31 feet passing the southeast property corner of the said Creek SideSubdivision, same being the southwest property corner of a called 5.00 acre tract of land conveyed to Kevin & KrystalMcDougald, (No Records Found), and continuing along the north property line of the said 10 acre tract and along thesouth property line of the said 5.00 acre tract, in all a total distance of 781.51 feet to an iron rod set at a north propertycorner of the said 10 acre tract, same being the southeast property corner of the said 5.00 acre tract, and being thesouthwest property corner of a portion of a called 7.828 acre tract of land conveyed to Michael A. McDougald, by deed asrecorded in Volume 698, Page 703, D.R.K.C.T.;



THENCE North 89°3449” East, along a north property line of the said 10.00 acre tract and along the south property lineof the said 7.828 acre tract, a distance of 510.01 feet to an iron rod set at the northeast property corner of the said 10.00acre tract, same being a southeast property corner of the said 7.828 acre tract, and being on a west property line of theremainder of a called 73.57 acre tract of land conveyed to LP Park & Recreation, LP, by deed as recorded in Volume3924, Page 112, D.R.K.C.T.;

THENCE South 07° 1 0’26” West along the east property line of the said 10.00 acre tract and along the said west propertyline of the 73.57 acre tract, a distance of 101 .98 feet to an iron rod set from which a 1/2 inch iron rod found at thesoutheast property corner of the said 10.00 acre tract bears South 07°I0’26” West, a distance of 104.68 feet;

THENCE departing the said property lines, over and across the said 10.00 acre tract the following courses and distances:

South 89°422 I” West, a distance of 496.46 feet to an iron rod set;

South 89°22’33” West, a distance of 781.02 feet to an iron rod set;

South 89°0854’ West, a distance of 97.55 feet to an iron rod set;

South 44°15’22” West, a distance of 154.20 feet to an iron rod set on the south property line of the said 10.00 acretract, same being the north property line of the said 10.00 acre tract conveyed to The Security of Housing andUrban Development;

THENCE South 89°15’22” West, along the said property lines, a distance of 634.17 feet to the POINT OFBEGINNING.

The hereinabove described tract of land contains a computed area of 4.722 acres (207,868 square feet) of land, more orless.

NOTE: Basis of Bearings is the Texas State Plane Coordinate System, North Central Zone (4202) NorthAmerican Datum (NAD83)(2007) with all distances scaled from N:6,280,412.879 E:2,638,417.218 by a projectcombined scale factor of 0.99993245856.



NOTE: Plat to accompany this legal clescri pt ion

I do cet-tify on this 13th day of January 2016. tO Kaufman County Title & Abstract Company. firstAmerican [‘itle Insurance Company. and Tarrant Regional Water District, that a survey was made on thezround as per the held notes shown on this survey and is true and correct aecordin to the standards ofthe Texas Society of Ptefessional Surveyors Standards and SpecifIcations [‘or a Category 2. Condition IVStirvey, and accurate as to the boundaries and areas of the subject property and the size. location and typeof buildings and improvements. if any. and shows the location of all visible easements and rights—of—wayand the rights—of—way, casements anti other matters of record as listed in Schedule B of the Commitment[‘or Title issued by First American Title Insurance Company. having an effective date ot December 29.2015 issued January gIh, 2016. having a GE # of 1794141 —KT5O. affecting the subject property.

Except as shown on the survey: (i) there are no visible encroachments upon the subject property byvisible improvements on adjacent property. (ii) there are no visible encroachments on adjacent PfPeI’tY.streets or alleys by any visible improvements on the subject property, and (iii) there are no visibleconflicts or discrepancies.

This survey substantially complies with the cLLrren[ Texas Society of Prolssiona1 Surveyors Standardsand Specifications for a Category 2. Condition IV Survey.

Er S. SpoonerRegistered Pmfessional Land Surveyor

Texas Registration Number 5922TBPLS Firm No. l005490()

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In addition, R. Steve Christian, Real Property Director of TRWD, and the staff of

TRWD, are granted authority to execute all documents necessary to complete this

transaction and to pay all reasonable and necessary closing and related costs incurred

with the acquisition. Director Kelleher seconded the motion and the vote in favor was

unanimous.

22.

There were no future agenda items approved.

23.

The next board meeting was scheduled for April 19, 2016.

24.

There being no further business before the Board of Directors, the meeting was

adjourned.

__________

V_President SediTry

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