Present Victor W. Henderson Jack R. Stevens Marty V ... Code, Section 551.071 to Consult with Legal Counsel on a Matter in Which the Duty of Counsel Under the Texas Disciplinary Rules

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

HELD ON THE 18th DAY OF OCTOBER 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, Jenna

Brummett, Steve Christian, Linda Christie, Wesley Cleveland, Randall Cocke, Jason

Gehrig, Rachel Ickert, Nancy King, Chad Lorance, Mick Maguire, David Marshall, Lexi

McCalip, Sandy Newby, Wayne Owen, Bianka Rodriguez, Kirk Thomas, 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, & Taplett, L.L.P; Don McDaniel of TMG Imaging; Rich

Crossley and Terrence Campbell of Fort Worth ISD JROTC; Matt Garcia of AECOM;

Charles “C.B.” Team of Ellis and Tinsley; James Hill of Texas Capital Bank; and Denis

Quails of City of Dallas Water Utilities.

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.

Rich Crossley from the Fort Worth ISD JROTC presented the District with a plaque

of appreciation for the contribution made towards the JROTC trip to Washington, D.C.

3.

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 September

20, 2016. It was accordingly ordered that these minutes be placed in the permanent files

of the Tarrant Regional Water District.

4.

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

capital expenditures as noted below.

4 rrBl7-0033/4Ton 2WD ExtCab & ChasisWfUtihty BedReplacement -

Unit 2-363

5 rIB 17-003 3/4Ton 2WD ExtCab & ChasisW/Utility BedReplacement -

Unit 2-358

RecommendedVendor

Brazos ValleyEquipment Co.Clebume, Texas

$91,446.98 Unit 6-1 76 Tractor4WD 140 HP W/Cabwill replace unit 6-722 2002 New HollandThA150 4WD Tractor W/Cab. 6-122 isfourteen years old with approximately3500 hours. Unit 6-122 will be sold atauction. The purchase will be madeutilizing the Stale of Texas Co-Opprogram. in accordance with LocalGoverenment Code § 271.083.

517,382.60 Unit 7-141 Hea Duty Flexwing Mowerwill replace unit 7-115 (FWOP) 2005John Deere Flexing Mower. Unit 7-115will be evaluated for sale or replacementof another unit The purchase will bemade utilizing the State of Texas Co-Opprogram. in accordance with LocalGoverenwent Code § 271.083.

$17,382.60 Unit 7-142 HeaW Duty Flexwing Mowerwill replace unit 7-119 (FWOP) 2004John Deere Flexwing Mower. Unit 7-1 19will be evaluated for sale or replacementof another unit The purchase will bemade utilizing the State of Texas Co-Opprogram, in accordance with LocalGoverenment Code § 271.083.

$36,593.00 New unit 2-363 will replace 2-268 2009Dodge 3/4 Ton 2WD Ext Cab UTh truck.New unitwill be assigned to PipelineOperations. Unit 2-268 will be evaluatedfor a pool replacement or sold at auction.The purchase will be made utilizing theState of Texas Co-Op program, inaccordance with Local Government Code§ 271 .083.

New unit 2-358 will be an addition to thefleet and assigned to I & S. The purchasewill be made utilizing the State of TexasCo-Op program, in accordance withLocal Government Code § 271.083.

October 17,2016 Construction andOperationsCommittee


October 7, 2016 Construction andOperationsCommittee

6 tB 17-003 3/4Ton 2WD ExtCab & ChasisW/Utility BedReplacement -

Unit 2-359

Sam Packs Five Star $36,593.00Ford, Carrolton,Texas

New unit 2-359 will bean addition to thefleet and assigned to I & S. The purchasewill be made utilizing the State of TexasCo-Op program, in accordance withLocal Government Code § 271.083.

Revenue $39,500.00 October 17,2016 Construction andOperationsCommittee

7 irs 17-003 3/4 Sam Packs Five Star $31,669.00Ton4WD Ext Ford, Carrolton,Cab SWB Pickup TexasReplacement -

Unit 2-374

New unit 2-374 will be an addition to thefleet and assigned to Engineer FieldTech. The purchase will be made utilizingthe State of Texas Co-Op program, inaccordance with Local Government Code§ 271,083.

Revenue $31,500.00 October 17,2016 Construction andOperationsCommittee

General Fund TotalRevenue Fund Total

TOTALS

$126,212.18$141,448.00

$267,660.18

$125,500.00$150,000.00

$275,500.00

Proj.ctEquipment Amount Description

ITB 17-002Tractor4WD 140HP W/CabReplacement -

Unit 6-176

FundingFunding Budgeted Reason for

Source(s) Amount VarianceGeneral $91,000.00

Committee ReviewDate Committee


2 rIB 17-002 Brazos ValleyHeavy Duty 15’ Equipment Co.Fleewing Mower Clebume, TexasReplacment- Unit7-1 41

3 TB 17-002 Brazos ValleyHeavy Duty 15’ Equipment Co.Fleuatng Mower Clebume, TexasReplacment - Unit7-142

Sam Packs Five StarFord, Carrollon,Texas

General $17,250.00

General $17,250.00

Revenue $39,500.00

Revenue $39,500.00Sam Packs Five Star $36,593.00Ford, Carrolton,Texas


Funding for these items are included in the Fiscal Year 2017 General/Revenue Fund

budget. Director Kelleher seconded the motion and the vote in favor was unanimous.

5.

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

contract with Garney Companies, Inc. in an amount not to exceed $1,040,000 for Cedar

Creek and Richiand-Chambers pipeline replacements for Phase 2 of the State Highway

360 pipeline crossing project. Funding for this contract is included in the bond fund.

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

6.

With the recommendation of management, Director Leonard moved to approve

contract closeout, release of retainage and final payment in the amount of $30,652.37

with G.L. Morris dba Sunbelt Industrial Services for Parcel D response action plan

implementation. Funding for this contract is included in the Fiscal Year 2016 General

Fund. Director Lane seconded the motion, with Directors Henderson, Stevens, Lane and

Leonard voting in favor and Director Kelleher voting against.

7.

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

contract with Velocity Technology Solutions to provide technical and business support for

the Lawson Enterprise Resource Planning (ERP) and related software packages. The

total amount for this contract over a three-year period is an estimated $414,239 or

$131,400 for the first year with up to a five percent cost-of-service increase each of the

following two years. Funding for this contract is included in the FY 2017 General Fund

budget. Director Kelleher seconded the motion and the vote in favor was unanimous.

8.

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

contract with Carahsoft Technology, Corp. for the ServiceNow help desk software

subscription. The software cost is $50,000 per year for a three year contract of $150,000.

Funding for this contract is included in the Fiscal Year 2017 General Fund budget.

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

9.

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

contract with Norse Technology Inc. in the amount of $203,508 for the refurbishing of the

Cedar Creek spiliway gate controllers. Funding for this contract is included in the Fiscal

Year 2017 Revenue Fund budget. Director Lane seconded the motion and the vote in

favor was unanimous.

10.

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

change in calculation of retainage being held for The Fain Group to 5% of the total

contract price following completion of the 50% milestone of their contract for the

construction of Eagle Mountain Dam concrete repairs, the Board having determined that

satisfactory progress is being made. All remaining contract payments are to be made in

full. However, any changes to the contract price by change order 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 Leonard moved to approve a

contract with Valle Verde Systems, LLC. in an amount not to exceed $333,350 to

complete the landscaping construction at Airfield Falls Trailhead. Funding for this contract

is included in the FY 2017 General Fund budget. Director Kelleher seconded the motion

and the vote in favor was unanimous.

12.


change order with BAR Constructors, Inc. in the amount of $82,138.45 for the relocation

of the mainline isolation gate valve and vault for Section 15-2 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.

13.

Agenda item to approve a change order with MWH Constructors, Inc. for Joint

Booster Pump Station 3 (JB3) Electric Substation Relay Coordination Study was tabled.

14.


change order with Thalle Midlothian Partners in the amount of $61,198.90 for Sections

12, 13 and the Midlothian Balancing Reservoir of the Integrated Pipeline Project. Funding

for this change order is included in the Bond Fund. Director Kelleher seconded the motion

and the vote in favor was unanimous.

15.Staff Updates

• System Status Update• Annual Trinity Trash Bash• Adopt A River Update

The Board of Directors recessed for a break from 10:35 a.m. to 10:49 a.m.

16.

The presiding officer next called an executive session at 10:49 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 (Tatrant

Regional Water District v. Lazy WDistrict No. 1, et a!., Cause No. 2014C-0144 in the 3

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-1 5, in the County Court at Law No. I 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.

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 properties 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 these

acquisitions are included in the Bond Fund.

• IPL Parcel 37(B.N. Development Company, Inc.)

A permanent easement interest in, over, and across a 31.116-acre tract ofland situated in the John Sise Survey, Abstract 1434, the SA & MOPRR Co.Survey, Abstract 1483, and the Henry Lane Survey, Abstract 927, TarrantCounty, Texas, and being more particularly described as a portion of thatcertain 209.435-acre tract conveyed to B.N. Development Company, Inc., asrecorded in Instrument No. D201315599, Official Public Records, TarrantCounty, Texas, and that certain 740.338-acre tract conveyed to B.N.Development Company, Inc., as recorded in Instrument No. 0201315600,Official Public Records, Tarrant County, Texas, such tract being furtherdescribed in the accompanying survey plat for Parcel 37 attached hereto. Anappraisal prepared by an independent, qualified real estate appraiser usingstandard accepted valuation techniques established the amount of $695,100as just compensation for the above-described property.

• IPL Parcel 785(Gandy)

A permanent easement interest in, over, and across a 4.367-acre tract of landsituated in the Alfred Benge Survey, Abstract Number 57, HendersonCounty, Texas, and more particularly in that certain 82.713-acre tract of landconveyed to June McCoy Gandy and Danny A. Mccoy, as described by deedrecorded in Volume 898, Page 423 of the Deed Records of HendersonCounty, Texas, subsequently, said 82.713-acre tract was conveyed solely toJune Mccoy Gandy, as described by affidavit of heir-ship recorded underClerk’s File Number 2009-00016480, Real Property Records of HendersonCounty, Texas, such tract being further described in the accompanyingsurvey plat for Parcel 785 attached hereto. An appraisal prepared by anindependent, qualified real estate appraiser using standard acceptedvaluation techniques established the amount of $31,000 as justcompensation for the above-described property.

• IPL Parcel 786(Dansby)

A permanent easement interest in, over, and across a 3.694-acre tract of landsituated in the Alfred Benge Survey, Abstract Number 57, HendersonCounty, Texas, and being more particularly described as a portion of thatcertain 20-acre tract of land (First Tract), and that certain 30 acre tract(Second Tract), less and except 2 acres deeded to S. L. Smith, Sr., said 2

acres described in a deed recorded in Volume 55, Page 187, of the DeedRecords of Henderson County, Texas, leaving 28 acres of land more or less,said First Tract and Second Tract conveyed to Richard Ferrell Dansby, asdescribed by deed recorded in Volume 1685, Page 197 of the Real PropertyRecords of Henderson County, Texas, such tract being further described inthe accompanying survey plat for Parcel 786 attached hereto. An appraisalprepared by an independent, qualified real estate appraiser using standardaccepted valuation techniques established the amount of $32,000 as justcompensation for the above-described property.

• IPL Parcel 523(Van Donk)

A permanent easement interest in, over, and across a 3.370-acre tract of landsituated in the R. D. Newman Survey. Abstract Number 620, Navarro County,Texas, and being more particularly described as a portion of that certain49.105-acre tract conveyed to John Van Donk by deed recorded in Volume977, Page 786, Deed Records, Navarro County, Texas, such tract beingfurther described in the accompanying survey plat for Parcel 523 attachedhereto. An appraisal prepared by an independent, qualified real estateappraiser using standard accepted valuation techniques established theamount of $15,500 as just compensation for the above-described property.

• IPL Parcel 1085(Van Donk)

A permanent easement interest in, over, and across a 0.358-acre tract of landsituated in the R. D. Newman Survey, Abstract Number 620, Navarro County,Texas, and being more particularly described as a portion of that certain30.936-acre tract conveyed to John Van Donk by deed recorded in Volume987, Page 340, Deed Records, Navarro County, Texas, such tract beingfurther described in the accompanying survey plat for Parcel 1085 attachedhereto. An appraisal prepared by an independent, qualified real estateappraiser using standard accepted valuation techniques established theamount of $1,000 as just compensation for the above-described property.

Parcel 37Integrated Pipeline Project

Page 1 of 11EXHIBIT “A”

Property Description

Being 31.1 16-acres (1,355,415 square feet) of land situated in the John Sise Survey, Abstract 1434, theSA & MOPRR Co. Survey, Abstract 1483, the Henry Lane Survey, Abstract 927, TalTant County,Texas, and more particularly that certain 209.435 acre tract conveyed to B.N. Development Company,Inc., as recorded in Instrument # D201315599, Official Public Records, Tanant County, Texas,(O.P.R.T.C.T.) and a 740.338 acre tract conveyed to B.N. Development Company, Inc., as recorded inInstrument # D20 1315600, O.P.R.T.C.T. and being further described as follows:

COMMENCING at a found 3/4 inch iron rod at an eli corner of said B.N. Development Companytract and the Northwest corner of a tract of land as described by deed to Smith’s Southeast Investments,L.P., as recorded in Instrument #D2012 10436, Deed Records, Tarrant County, Texas (D.R.T.C.Tj;

ThENCE N 89°39’04” E, along the South line of said B.N. Development tract and the North line ofsaid Smith’s Southeast tract, a distance of 908.62 feet to a set 5/8 inch iron rod with Transystems cap atthe Southern Southwest corner of tract herein described and the POINT OF BEGINNING(N: 6,900,500.620, E: 2,329,136.149 Grid);

(1) THENCE N 5°15’17” W, along the West line of tract herein described, a distance of 825.93 feet to a

set 5/8 inch iron rod with Transystems cap;

(2) THENCE N 7°53’44” W, along the West line of tract herein described, a distance of 1,185.06 feet to a

set 5/8 inch iron rod with Transysterns cap;

(3) THENCE N 9°0605” W, along the West line of tract herein described, a distance of 2,294.09 feet to aset 5/8 inch iron rod with Transystems cap;

(4) THENCE N 8°23’50” W, along the \Vest line of tract herein described, a distance of 1,648.69 feet to aset 5/8 inch iron rod with Transystems cap;

(5) THENCE N 8°28’OI” W, along the West line of tract herein described, a distance of 1,301.90 to a set5/8 inch iron rod with Transystems cap;

(6) THENCE N 8°! 8’30” W, along the West line of tract herein described, a distance of 206.29 feet to aset 5/8 inch iron rod with Transysterns cap;

(7) THENCE N 47°46’04” W, along the West line of tract herein described, a distance of 169.46 feet to aset 5/8 inch iron rod with Transystems cap;

(8) THENCE S 89°24’48” W, along the Northerly Southern line of tract herein described, a distance of1,22 1.96 feet to a set 5/8 inch iron rod with Transystems cap for the Northern Southwest corner oftract herein described and on the East Right-Of Way line of Hemphill Street, a 55 foot Right-of-Way,as recorded in Cabinet A, Slide 12602, Plat Records, Tanant County, Texas;

(9) ThENCE N 0°20’35” W, along the West line of tract herein described and the East Right-of-Way lineof said Kemphill Street, a distance of 1 50.00 feet to a “X” cut set for the Northwest corner of tractherein described;

EXHIBIT A-I


Page 2 of 11

(I0)THENCE N $9°24’4$” E, along the North line of tract herein described, a distance of 1,340.14 feet toa set 5/8 inch iron rod with Transystems cap;

(11) THENCE S 47°46’04” E, along the East line of tract herein described, a distance of 282.07 feet to aset 5/8 inch iron rod with Transysterns cap;

(12)THENCE S 8°18’30” E, along the East line of tract herein described, a distance of 259.88 feet to a set5/8 inch iron rod with Transystems cap;

(13)THENCE S 8°28’Ol” E, along the East line of tract herein described, a distance of 1,301.79 feet to aset 5/8 inch iron rod with Transystems cap;

(14)THENCE S 8°23’50” E, along the East line of tract herein described, a distance of 1,647.86 feet to aset 5/8 inch iron rod with Transystems cap;

(15) THENCE S 9°06’05” E, along the East line of tract herein described, a distance of 2,294.75 feet to aset 5/8 inch iron rod with Transystems cap;

(16)THENCE $ 7°53’44” E, along the East line of tract herein described, a distance of 1,190.10 feet to aset 5/8 inch iron rod with Transystems cap;

(17)THENCE S 5°15’17” F, along the East line of tract herein described, a distance of $42.26 feet to a set5/8 inch iron rod wIth Transystems cap;

(18)THENCE S 89°39’04” W, along the South line of tract herein described, the South line of’ said B.N.Development tract and the North line of said Smith’s Southeast tract, a distance of 150.55 feet to thePOINT OF BEGINNING, containing 31.116-acres (1,355,415 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 factor of 0.9998802448.

NOTE: Plat to accompany th.is legal description


Page 3 of 11

I do certify on this 21st day of March, 20] 3, to Alamo Title Insurance and Taiiant Regional WaterDistrict, that a survey was made on the ground as per the field notes shown on this survey and is trueand correct according to the standards of the Texas Society of Professional Surveyors Standards andSpecifications for a Category 2, Condition 111 Survey, and accurate as to the boundaries and areas ofthe subject property and the size, location and type of buildings and improvements, if any, and showsthe location of all visible easements and rights-of-way and the rights-of-way, easements and othermatters of record as listed in Schedule B of the Commitment for Title issued by Alamo TitleInsurance, with an effective date of February 6. 2013, issued date of February 15. 2013, GF # ALDAL18-AT0000041567 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 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 Specifications for a Category 2 Condition III Survey.

A. FstRegistered Professional Land SurveyorTexas Registration Number 5316

Dated: 9’-%t-2’3

PRINTED

T-‘c.øT%%

TIMOTHY A. FROST53j6 -.i•’

\9‘-

EXHIBIT “A”PARCEL 37

—4

C HAMILTON SURVEYABSTRACT 751

TARRANT COUNT’IVOL. 5090. PG. 278, D,R.T.C.T. WES RISINGER ROAD

RIGHT--OF—WAY EASEMENT NO DEED OF RECORD FOUND

_____

- VARIABLE WIDTH RIGHT OF WAY*

— SURNEY lINEe1.”iW *.tqC. Ct*.-t — — .-cr.s ..tt —— a e mm — ) t e.,, *

,-1.1—i

CITY OF FORT WORTH — NII 0 I INST. #0207114826. DR.T.C.T TEXAS MIDSTREAM GAS SERVICES,

orw STRELI LIGHTING 15 FOOT WATER EASEMENT

ST.ccThE N892448E 1,340.14X CUT SET

Ncr2O’35”W1 50.D0’ — — — — — —

S8924’48”W 1,281

JOHN SISEI’ SURVEY 6.N. DEVLLOPMENT COMPANY,

ABSTRACT 1434 INST. #D201315599ji O.P.R.T.C.T.

HEMPHIIL STREET 209.435 ACRES55’ RIGHT—OF—WAY

ICABINET A, SLIDE 12602, RR.T.C.T. INST. #D2013156000. P. R .T.C . T.

CITY OF FORT WORTH 742.636 ACRESINST. #0205013898, 0.R.T.C.T. i LESS 2 296 ACRES

I

30 FOOT WATERLINE EASEMENTNET 740.338 AC RES

I IPL PARCEL 10371

I C ROWLEY INDEPENDENTSCHOOL DISTRICT

INST. #0206387276 LINE

I I i I

‘ : PARCEL 37

I 31.116 AC.

/ LEGEND 1,355,415 SQ.FT. gl• = MARKER FOUND AS NOTED

0= 5/5* CIRS STAMPED TRANSYSTEMS

-O-= POWER POLE

= UTILITY SIGN8OFW Cc

I_ CITY OF FORT WORTH 42 CCITT CL aINST. #0209146667. D.R.1.C.T.

DRAINAGEAND SEWER EASEMENT

300 150 0 300

41

484

F0

— I

II

GRAPHIC SCALE iN FEET1” = 300’

NOTE: KNOWN UNDERGROUND UTILITIES SHOWN ARE QUALITY LEVEL (B AND C) SUE— (12—10—2012)NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

Iranjyste>500 OLSI SEVENTH STREETSUITE 1100FORT WORTH, IX 76102(817) 3398950 (TEL)(817) 336—221.7 (FAx)

PROJ NO. P202090330SCALEDATE-

SHEET TITLE -

EXHIBIT “A”SEGMENT 9, PARCEL 37

B.N. DEVELOPMENT COMPANY,

03—71—7013

DRAWN BY RLT - -. —

_________________

C!-EC4ED 3Y ThEREVISED DATE. 09—30—2013

PROJECT

INC.

INTEGRATED PIPELINE PROJECT

BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATES’STEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM(NAD83)(200?) WITH ALL DISTANCES ADJUSTED TO SURFACE BYPROJECT C 0MB INED SCALE FACTOR 0.9998802446

PG. 4 OF 11

\

‘S

a)

37AC.SQ. FT.

CRAHC SCALE IN FEE13OO’

SUWJEYUNE

__

—

—TEXASELECTRIC SERVICE COMPANY

VOL. 4791, PG. 217 D,R.T.C.T.VOL. 4791. PG. 219, D,R.tCT

5 FOOT R.O W. EASEMENT

IPL PARCEL 41

5, PC. 484

BSG PIPELINE, LTDINST. #0205057332, RP.RT.C.T.INST. #0205105855, R.P.R.T.C.T.INST. #0205129676. R.P.R.T.C.TINST. #0206231935, D.R.T.C.T.NST. D2O63419OO. D.R.T CT.

INST. #0211269536. N P.R T.C.T.30 FOOT RO.W. EASEMENT

TEXAS MIDSTREAM GAS SERVICES. LLCINST. #0211269537. D.R.T.C.T,

40 FOOT PERMANENT EASEMENT

EXHIBIT “A”SEGMENT 9, PARCEL 37DEVELOPMENT COMPANY, INC.


MATCHLINE SEE SHEET 4NW28’Ql “w1301,90’

I

EXHIBIT “A” NPARC EL 37

INC. ‘1

I’

8’Ol “E1,301.79’ •1

1fU 9

.1I

I

I

— — —

300

JOHN SISESURVEY

ABSTRACT 1434

B.N. DEVELOPMENT COMPANY,INST. #D201315599

O.P.R.T.C .1.209.435 ACRES

INST. #D2013156000.P.R.T.C .T.

742.636 ACRESLESS 2.296 ACRES

NET 740.338 ACRES— — — — — 1* — I

IIIIII

rC

J JENNINGS PARCELSURVEY 31.116

ABSTRACT 74 t 1,355,415

II

LEGEND• = MARKER FOUND AS NOTED

o = 5/8” CIRS STAMPED TRANSYSTEMS

-0- = POWER POLE

= UTILITY SIGN

—‘ S

- I

a)

‘I

SA & MOPRR CO.SURVEY

ABSTRACT 1483

CITY OF FORT WORTHINST. #0209148668, D,R.T.C.T.INST. #020914376, D.R,TC,T,

DRAINAGE AND SEWER EASEMENT

LEC1FIC i

I

It,,

‘.0

0’t0 1U’.

Tran

MATCHLINE SEE SHEET 6NOTE: KNOWN UNDERGROUND UTILITIES SHOWN

ARE QUALITY LEVEL (B AND C) SUE— (12—10—2012)

500 WEST SEVENTH STREETSUiTE 1100FORT WORTH, TX 76102(517) 339 8950 (TEL)(81?) 33E2247 (FAX)

NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM(NADB3)(2007) WITH ALL DISTANCES ADJUSTED 10 SURFACE DYPROJECT COMBINED SCALE FACTOR 0.9998802438

k

EXHIBIT “A”PARCEL 37 N

r — — —HEAD ELECTRIC LINE

NOTE: KNOWN UNDERGROUND UTILITIES SHOWNARE QUALITY LEVEL (B AND C) SUE— (12—10—2012)

MATCHLINE SEE SHEET 5

‘1I

1300

INC\DEVELOPMENT COMPANY,INST. #D201315599

O.P.R.T.C .T.209.435 ACRES

L_

I

150 9 300

TA

\\j

‘1

11

-r —

CITY OF FORT WORTH167H, PG. 239, D.R.T.CJFOOT WATERLINE EASEMENTK

GRAPHIC SCALE IN FEET1” = 300’

INST. #D201315600O.P.R.T.C .1.

742.636 ACRESLESS 2.296 ACRES

NET 740.338 ACRES

zID

C

CI

1’i

QI

— TEXAS ELECTRIC SERVICE COMPANYVOL. 4791, PG. 217, D.R.TCT,VOL. 4791, PG. 219, O.R.TCT.

5 FOOT ROW. EASEMENT

IPL PARCEL 41UPRR

1VOL S, PG. 484D.RTC.T,

16’ COFW CL

PARCEL31.116

1,355,415

t

VOL20

IIItItIIIIIIII

37AC.SQ.FT.

SA & MOPRR CO.SURVEY

ABSTRACT 1483

I

I

LECEND

I

‘1

= MARKER FOUND AS NOTED

= 5/8” CIRS STAMPED TRANSYSTEMS

II

IKI

L0. POWER POLE

= UTILITY SIGN

RSG PIPELiNE. LTDINST. #0205057332, RPR.T.C T.INST. #0205105855, RP.R.T.CT,INST. #0205129676. P.P.RT CI,

INST. #0206231935, D.R,TC.T.INST. #0206341900, DR.T.C.T.

INST. #0211269536. R.PRT.CT.30 FOOT RO,W EASEMENT

TEXAS MIDSTREAM GAS SERVICES, LLCINST. #0211269537, DRJ.CJ.




PRINTED 0 SHEET TITLE

,Ii1System EXHIBIT “A”500 WEST SEVENTH STREET

/.\SI9p SEGM ENT 9, PARC EL 37SUITE 1100 /A .‘ * B N DEVELOPMENT COMPANY INCFORT WORTH, TX 76102 t

‘ j&ñ4y’A FROST(817) 339—8950 (TEL) 53

(817) 336-224? (FAX)PROJECT

EL E JE‘S INTEGRATED PIP IN PRO CTPROJ NO: P202090330 \\1 -

SCALE: 1’ 300’ g_ SU ,_

DATE. 03—21-7013 -

. BASIS OF BEARING IS THE TEXAS STATE PlANE COORDINATE 1FDRAWN BY: RLT ‘ SYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM ICHEC4ED BY: rAE (NAD83)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY IREVISED DATE: 09-30—2013 PROJECT COMBINED SCALE FACTOR 09998802448

300 150 9 300

I

I

I

B.N. DEVELOPMENT COMPANY, INC.

INST. #D201315599 -1

O.P.RJ.C.T.

209.435 ACRES

INST. /11)201315600

O.P.RJ.C.T.

742.636 ACRES

LESS 2.296 ACRES

NET 740.338 ACRESI; -.

\\ SA & MOPRR CO.SURVEY

2’ ABSTRACT 1483

. .. *

__ __

— —

__

\\HENRY LANE SURVEY

ABSTRACT 927

\\\\

LEGEND \\• = MARKER FOUND AS NOTED

TEXAS MSTREAV GAS SERVICES. LLC

o = 5/8” CIRS STAMPED TRANSYSTEMS 5f EE:IT

-0- = POWER POLE \\= UTILITY SIGN \

GRAEI-IC SCALE IN FEET1” 30C’

EXHIBIT “A”

PARCEL 37


N

4PARCEL 3731.116 AC.

1 ,355,41 5 SQ.FT.

II

JAMES E PHILLIPSSURVEY

ABSTRACT 1232

IHE60 ELECIR,C LINE

BSG PIPLUNE. LTDINST. #0205057332, R.P.R.1.C.T.INST. #0205105555. R,P.R.T,C,1INST. N02051206?6. R.P.RT.C.TINST #0211269536, R.P.R.T.C I


TEXAS MIDSTREAM GAS SERVICES, LLCINST. #0211 26953?, O.R.1.C .T.


s—TEXAS ELECTRIC SERVICE COMPANYVOL. 4791, PG. 217, D.R.T.C.T.VOL. 4791, PG 219. D.R.T.C.T.


IPL PARCEL 11 UPRR

VOL S. PG. 4840.R T.C T.

ZI(.P

ii’

TEXAS MIDSTREAM GAS SERVICES. LLC\\ INST. #0211269537, 0 R.T.C .1.\‘ 40 FOOT PERMANENT EASEMENT cut

N89’39’04”E 908.62’

BSG PIPELINE, LTDp ci c INST. #0205057332, R.P.N.TC.T.

INST. #0205105655, R.P.R.T.C.T, N=3/4 IRE INST. #0205129676. RP.R.T.C,T. -

INST. #0206231935. D.R.T.CT.INST #0206341900. O.R.T.C,T,

INSt #0211269535, R.P.R.T.C,T.30 FOOT ROW. EASEMENT

IPL PARCEL 40SMTH’S SOUTHEAST INVESTMENTS, CP.

NOTE: KNOWN UNDERGROUND UTILITIES SHOWN INST. #0201210436, D.R.T.C.TARE QUALITY LEVEL (B AND C) SUE— (12—10—2012) TRACT 7

NOTE: LEGAL DESCRIPTiON TO ACCOMPANY THIS PtAT.

WILLIAM STONESURVEY

ABSTRACT 1400

SHEET TITLEPRINTED 0

9

500 VVEST SEVENTH STREET. TE%.. SEGMENT 9, PARC EL 37

SUITE 1100 . . . 4 B N DEVELOPMENT COMPANY, INC.

UIt1aSystems> EXHIB IT “A”

(617) 339-8950 (TEL)FORT WORTH, TX 76102 1AAÔT(81?) 336-227 (FAX)

PROJECTINTEGRATED PIPELINE PROJECT

NO P202090330

SYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM II

SCALE: 1 = 300DATE. 03—21--2013 I

‘ BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATEDRAWN BY RLT

fNADB3)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY II PG. 7 OF 1 1CHECKED B ThYREVISED DAlE. 0930-2013 PROJECT COMBINED SCALE FACTOR 0,9998802448_. IC —


Page 1 of5

EXHIBIT “A”Property Description

Being 4.367 acres (190,219 square feet) of land situated in the Alfred Benge Survey,Abstract Number 57, Henderson County, Texas, and more particularly in that certain $2.7 13acre tract of land conveyed to June McCoy Gandy and Danny A. McCoy, as described bydeed recorded in Volume 898, Page 423 of the Deed Records of Henderson County, Texas,(D.R.H.C.T.), subsequently, said 82.713 acre tract was conveyed solely to June McCoyGandy, as described by affidavit of heir-ship recorded under Clerk’s File Number 2009-00016480, Real Property Records of Henderson County, Texas, (R.P.R.H.C.T.), beingfurther described as follows:

COMMENCING at a 1/2 inch iron rod found at the Southwest corner of said Gandy $2.7 13acre tract and at the Southeast corner of a called 71.784 acre tract of land conveyed to Gloriafae Barnes, as described by deed recorded in Volume 1735, Page 625, Real PropertyRecords of Henderson County, Texas, (R.P.R.H.C.T.);

THENCE N 0$°01’45” E, a distance of 1399.24 feet along the West line of said Gandy82.713 acre tract and the East line of said Barnes 71.784 acre tract, to a set 1/2 inch iron rodwith plastic cap stamped K.L.K. #4687, being at the Southwest corner of tract hereindescribed and the POINT OF BEGINNING (N: 6,723,933.196, E: 2,875,045.152, Grid);

(1) THENCE N 0800145H E, a distance of 155.17 feet continuing along the West line of saidGandy 82.713 acre tract and the East line of said Barnes 71.784 acre tract, to a set 1/2 inchiron rod with plastic cap stamped K.LK. #4687, at the Northwest corner of tract hereindescribed, from which a found 1/2 inch iron rod at the most Easterly Northeast corner of saidBarnes 7 1.784 acre tract bears N 08°0 145” E, a distance of 771.95 feet;

(2) THENCE S 67°08’12” E, a distance of 1268.58 feet to a set 1/2 inch iron rod with plastic capstamped K.L.K. #4687 in the East line of said Gandy 82.713 acre tract and the West line of acalled 30 acre tract of land conveyed to Richard Ferrell Dansby, as described by deedrecorded in Volume 1685, Page 197, R.P.R.H.C.T., less and except 2 acres deed to S. L.Smith, Sr. described in a deed recorded in Volume 55, Page 187, D.R.H.C.T., on the Eastside of County Road Number 4236, (No deed of record found), said iron rod set being theNortheast corner of tract herein described;

(3) THENCE S 0$°21’21” W, a distance of 154.94 feet along the East line of said Gandy $2.7 13acre tract, the East side of said County Road Number 4236, and the West line of said Dansby30 acre tract to a set 1/2 inch iron rod with plastic cap stamped K.L.K. #4687 in the West lineof a called 20 acre tract conveyed to Richard Ferrell Dansby, as described by deed recordedin Volume 1685, Page 197, R.P.R.H.C.T. from which a found 1/2 inch iron rod at theSouthwest corner of said Dansby 20 acre tract bears S 08°21’21” W, a distance of $03.88feet, said iron rod set being the Southeast corner of tract herein described;

EXHIBIT A-2


Page 2 of 5

(4) THENCE N 67008hl2T W, a distance of 1267.67 feet to the POINT OF BEGINNING,containing 4.367 acres (190,219 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.

NOTE: Plat to accompany this legal description

I do certify on this 16th day of October, 2013 to fidelity National Title Insurance Company,Attorney’s Title Cotiipany 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 III 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 25, 2013, issued date of October 7, 2013, Gf # 13-622-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.

‘Keviij, . KilgoRegist ed Pr ssional Land SurveyorTexas Registration Number 4687

Dated: 1rf10Ji5

RAILROAD

1/2” REt ...S.2.._?EEDOF ROAD 42.35RECORD FOU/

I // /1/2” IRF t I

----.

1/2” i___.1/2” IRE

I IDCO:O

0!• I00j

dO0E,-Y Z

I0

-

01w —

°:‘

10

LINE TABLE

LINE BEARING DISTANCELi N 08’O1’45” E 155.17’L2 S 08’21’21” W 154.94’

EXHIBIT “A”PARC EL 785

DL PARCEL 784GLORIA FAE BARNESVOL 1735, PG. 625

P. Rh .C .1.

ALFRED BENGE SURVEYABSTRACT 57

JUNE McCOY GANDYAND DANNY A McCOY

VOL. 898, PG. 423IRE D.R.H.C.T.

CALLED 82.713 AC,SUBSEQUENTLY SOLELY TO

JUNE McCOY GANDYBY AFFIDAVIT OF HEIR—SHIP

CLERK’S FILE NUMBER2009—00016480

R.P. R.H.C.T.

OIL CL B

P.0.8.N: 6,723,93.3,196E: 2,875,045.152(GRID)

wI0

UNITED QLB

CNThVI.IN1(DL B

IPL PARCEL 786RICHARD FERRELL DANSBY

VOL. 1685. PG. 197.T.

SThUCTURE

IPL PARCEL 784GLORIA FAE BARNESVOL. 1735, PG. 625

.T.

N

500

PARCEL 7854.367 AC.190)219 SQ. FT.

LEGEND

• = MARKER FOUND AS NOTED

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

G POWER POLE

__________________


NOTE: KNOWN UNDERGROUND UTILITIES SHOWN AREQUALITY LEVEL B SUE — (10/25/2013)

500 250 0

6712 PALUXY DRIVETYLER, TX 75703(903) 581—7800 (TEL)(903) 581—3756 (FAC)


SHEET TITLE

EXHIBIT “A”SEGMENT 19—1, PARCEL 785

JUNE McCOY GANDY


BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM,NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM NADB3 (2007)WITH ALL DISTANCES ADJUSTED TO SURFACE BY PROJECT COMBINED PSCALE FACTOR 0.9999804020.


Page 1 of5


Being 3.694 acres (160,908 square feet) of land situated in the Alfred Benge Survey,Abstract Number 57, Henderson County, Texas, and more particularly in that certain 20 acretract of land, (first Tract), and that certain 30 acre tract, (Second Tract), less and except 2acres deeded to S. L. Smith, Sr., said 2 acres described in a deed recorded in Volume 55,Page 187, of the Deed Records of Henderson County, Texas, (D.R.H.C.T.), leaving 28 acresof land more or less, said First Tract and Second Tract conveyed to Richard Ferrell Dansby,as described by deed recorded in Volume 1685, Page 197 of the Real Property Records ofHenderson County, Texas, (R.P.R.H.C.T.), being further described as follows:

COMMENCING at a found 1/2 inch iron rod on the East side of County Road Number4236, (No deed of record found), at the Southwest corner of said Dansby 20 acre First Tractand in the East line of a called 82.7 13 acre tract of land conveyed to June McCoy Gandy andDanny A. McCoy, as described by deed recorded in Volume $98, Page 423, D.R.H.C.T.,subsequently solely to June McCoy Gandy, as described by Affidavit of Heir-ship recordedunder Clerk’s File No. 2009-00016480, R.P.R.H.C.T.;

THENCE N 0$°2P21” E, a distance of $03.88 feet along the West line of said Dansby 20acre First Tract and the East line of said Gandy 82.7 13 acre tract, to a set 1/2 inch iron rodwith plastic cap stamped K.L.K. #4687 on the East side of said County Road Number 4236,(No deed of record found), being at the Southwest corner of tract herein described and thePOINT OF BEGINNING (N: 6,723,440.673, E: 2,876,213.201, Grid);

(1) THENCE N 08°21’21” E, at a distance of 19.11 feet, pass the Northwest corner of saidDansby 20 acre first Tract and the Southwest corner of said Dansby 30 acre Second Tract,continuing for a total distance of 154.94 feet along the East side of said County RoadNumber 4236, the West line of said Dansby 20 acre first Tract and the East line of saidGandy $2.7 13 acre tract, to a set 1/2 inch iron rod with plastic cap stamped K.L.K. #4687, inthe West line of said Dansby 30 acre Second Tract and at the Northwest corner of tract hereindescribed;

(2) THENCE S 67°08’12” E, at a distance of 558.92 feet, cross the North line of said Dansby 20acre first tract and the South line of said Dansby 30 acre Second Tract, continuing for a totaldistance of 1072.10 feet to a set 1/2 inch iron rod with plastic cap stamped K.L.K. #4687 inthe East line of said Dansby 20 acre First Tract and the West line of a called 69.19 acre tractof land conveyed to Kirby B. Smith or Ferrellea S. Smith, as described by deed recorded inVolume 2342, Page 223, R.P.R.H.C.T., being the Northeast corner of tract herein described,from which a found 1/2 inch iron rod at the Northeast corner of said Dansby 20 acre FirstTract and an angle point in the West line of said Smith 69.19 acre tract, bears N 0$°162T’ E,a distance of 124.71 feet;

EXHIBIT A-3


Page 2 of 5

(3) THENCE S 08° 1627” W, a distance of 159.62 feet along the East line of said Dansby 20acre First Tract and the West line of said Smith 69.19 acre tract to a set 1/2 inch iron rod withplastic cap stamped K.L.K. #4687 in same, from which a found 6 inch wooden fence cornerpost for the Southeast corner of said Dansby 20 acre tract and the Southwest corner of saidSmith 69.19 acre tract, bears 5 08° 1627” W, a distance of 549.75 feet, said iron rod set beingthe Southeast corner of tract herein described;

(4) THENCE N 59°54’56” W, a distance of 35.60 feet to a set 1/2 inch iron rod with plastic capstamped K.LK. #4687 at an angle point in the South line of tract herein described;

(5) THENCE N 67°0$’12” W, a distance of 1038.17 feet to the POINT OF BEGINNING,containing 3.694 acres (160,908 square feet) of land, more or less.



I do certify on this 17th day of December, 2013 to Fidelity National Title InsuranceCompany, Attorney’s Title Company of Henderson County, and Tarrant Regional WaterDistrict, that a survey was made on the ground as per the field notes shown on this surveyand is true and correct according to the standards of the Texas Society of ProfessionalSurveyors Standards and Specifications for a Category 2, Condition III survey, and accurateas 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 andrights-of-way and the rights-of-way, easements and other matters of record as listed inSchedule B of the Commitment for Title issued by fidelity National Title InsuranceCompany, with an effective date of December 4, 2013, issued date of December 11, 2013,GF # 13-620-DD affecting the subject property and listed in Exhibit “A-i” attached hereto.


Page 3 of 5

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.


‘Keviij, . KitgoRegist ed Pr essional Land SurveyorTexas Registration Number 4687

Dated: V7_/’Z/l S

LEGEND


o = 1/2” IRON ROD SETWITH K.LK. 94687 CAP

IPL PARCEL 785JUNE McCOY CANDY

AND DANNY A. McCOYVOL. 898, PG. 423

D.R,H.C .T.SUBSEQUENTLY SOLELY TO

JUNE McCOY CANDYBY AFFIDAViT OF HEIR—SHIP

CLERKS FILE NUMBER2009—0001 6480

R.P.R.H.C.T.

EXHIBIT “A”- PARCEL 786

/

CQUNThfROAD

(NO 4236 (j WIDTH)

I • RECORD—__ FOUND’

— I

LINE

REF CORI /2 IRE

/flERODFOUND

1/2” IRE

/

LINE BEARING DISTANCE

Li N 08’21’21” E 154.94’[2 S 08”16’27” W 159.62’

L3 N 59’54’56” W 35.60’

[4 N 08”21’21” E 19.11’

...5 S 6708’12” L 558.92’

[6 N 08’16’27” E 124.71’



- SUp LINE JOHN RACHALABSTRACT

SURVEY662

N

[]

f ALFRED BENCESURVEY

ABSTRACT 57

IPL PARCEL 786IIC HARD FERRELL DANSB

VOL. 1685, PG. 197R.P.R.H.C.T.

SECOND TRACTCALLED 30 AC.

LESS & EXCEPTSMITH 2 AC.

VOL. 55 PG. 87

ii

LJ‘U

1/2”

COUNTY ROAD 4236(11’ WIDTH)(NO DEED

OF RECORD FOUND)_\

SEE DETAIL “A”

L4 -‘..,

1

1/2’ IREx—-Jgb

DETAIL “A”NOT TO SCALE

LINE TABLE

PARCEL 71

3.694 AC.fI 1 60,908 SQ. FT.

IIPL PARCEL 786RICHARD FERRELL DANSBY0/, VOL. 1685, PG. 197 Ir IPL PARCEL 789

KIRBY B. SMITH ORR.P.R.H.C .1. FERRELLEA S. SMITH,

—‘-...QALLED 20 AC.<. B. & F. S. SMITH1/2” IRE FIRST TRACT it) TRUSTEES FOR THE

LIVING TRUSTVOL 2342, PG. 223

P.O.C. — R.P.R.H.C.T.

6” WOODEN FENCE — .—_....... —

CORNER POSTFOUND

NOTE:1. KNOWN UNDERGROUND UTILITIESSHOWN ARE QUALITY LEVEL B & 0 SUE. (03/01/13)

400 200 0

6712 PALUXY DRIVETYLER, TX 75703(903) 581—7800 (TEL)(903) 581—3756 (F)

400

PROJ ND: 201010P786SCALE: 1’ = 400’DATE: 12—20—2013DRAWN BY: RThVCHECKED BY: RNRE’d1SED DATE:

PRTED f: SHEET TITLE12/20/2013 ,, ,,

9:15UM4 EXHIBIT ASEGMENT 19—1, PARCEL 786

RICHARD FERRELL DANSBY

tRO] EC IINTEGRATED PIPELINE PROJECT

BASiS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM,NORTH CENTRAL ZONE (4202) NORTh AMERICAN DATUM NADS3 (2007)WITH ALL DISTANCES ADJUSTED TO SURFACE BY PROJECI COMBINEDSCALE FACTOR 0.9999804020.


Page 1 of6


Being 3.370 acres (146,814 square feet) of land situated in the R. D. Newman Survey, AbstractNumber 620, Navarro County, Texas and more particularly that certain 49.105 acre tractconveyed to John Van Donk by deed recorded in Volume 977, Page 786, Deed Records, NavarroCounty, Texas (D.R.N,CJ.), and being further described as follows:

COMMENCING at a “T” post found for the most Westerly corner of that certain tract of landconveyed to John W. Tucker II by contract for deed recorded in Instrument Number 00001484,Official Public Records, Navarro County, Texas (O.P.R.N.C.T.) and being an angle point in theSoutherly line of said Van Donk tract;

THENCE N 47°06’O$” E, along the Northerly line of said Tucker tract and the Southerly line ofsaid Van Donk tract, a distance of447.93 feet to a set 51$ inch iron rod with Tran$ystems cap forthe Southeasterly corner and POINT OF BEGINNING of the herein described tract(N: 6,762,560.531, E: 2,673,908.529 Grid);

(1) THENCE N 75°48’51” W, departing the Northerly line of said Tucker tract and the Southerlyline of said Van Donk tract and along the Southerly line of the herein described tract, a distanceof 855.98 feet to a set 5/8 inch iron rod with TranSystems cap for the point of intersection withthe Westerly line of said Van Donk tract and the Easterly line of that certain tract of landconveyed to William A. Huggins by deed recorded in Volume 949, Page 138, D.R.N.C.T. andbeing the Southwesterly corner of the herein described tract;

(2) THENCE N 30°3 1 ‘08” W, along the Westerly line of said Van Donk tract and the Easterly lineof said Huggins tract and the Westerly line of the herein described tract, a distance of2l 1.05 feetto a set 5/8 inch iron rod with TranSystems cap for the Northwesterly corner of the hereindescribed tract;

(3) THENCE S 75°48’S I” E, departing the Westerly line of said Van Donk tract and the Easterlyline of said Huggins tract and along the Northerly line of the herein described tract, a distance of1,101.54 feet to a set 5/8 inch iron rod with TranSystems cap for the point of intersection withthe Southerly line of said Van Donk tract and the Northerly line of said Tucker tract, being theNortheasterly corner of the herein described tract;

(4) THENCE $ 47°06’08” W, along the Southerly line of said Van Donk tract and the Northerlyline of said Tucker tract and the Easterly line of the herein described tract, a distance of 178.69feet to the POINT OF BEGINNING, containing 3.370 acres (146,814 square feet) of land,more or less.

EXHIBIT A-5


Page 2 of 6


NOTE: ?lat to accompany this legal description.

I do certify on this 24th day of March, 2016, to Old Republic National Title Insurance Companyand Tarrant 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 Old Republic National Title Insurance Company, with aneffective date of , 2013, issued date of June 25, 2013, GF # CTI3-3074-O affecting thesubject property and listed in Exhibit “A-l” 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 4780

Dated: othhot€o

7 \

R. D. NEWMANSURVEY

ABSTRACT 620,1

/

NOTES:NO LEVEL e SUE PERFORMED ON THIS PARCEL DUE TO TO RIGHT OF ENTRYfU.O.N.) INDICATES UNLESS OTHERWISE NOTED


150 0

GRAPHIC SCALE IN FEET1” • 300

-- JOHN VAN DONKVOL. 977, PG. 786

0. R.N.C .1.CALLED 49.105 ACRES

IPL PARCEL 522WILLIAM A. HUGGINSVOL. 949. PG. 138

D.R,N.C,T.

PARCEL 5233.370 AC.

146,814 SQ. FT.

//

/

/

N

300

\

IPL PARCEL 524JOHN W. TUCKER II.

INST.I 000014840P.R.N.CJ.

O = SET 5/8’ IRON ROD WITH CAPSTAMPED “TRANSYSTEMS” fu,O.N.)

= POWER POLE

300


PRNTED ON SHEET TITLE

.IIE1!lSystami> EXHIBIT I)AH

500 WEST SEVENTH STREET SEGMENT 17, PARCEL 523SUITE 1100 ‘&‘. JOHN VAN DONKFORT WORTH, TX 76102 11817) 339-6950 ITEL)1817) 335-2247 (FAX)TBPLS NO 100383 80 INTEGRATED PIPELINE PROJECT

SCALE: I• z 388 *

0TE: Ø3.Ø.(5 ‘‘‘ BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATEUN •- a”’ SYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM PG 3 OF 6HECKEO (NAOB3)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY

REYISED D#TE C — PROJECI COM6INED SCALE FACTOR 0.9999460030 - —


Page 1 of9


Being 0.358 acre (15,584 square feet) of land situated in the R. D. Newman Survey, AbstractNumber 620, Navarro County, Texas and more particularly that certain 30.936 acre tractconveyed to John Van Donk by deed recorded in Volume 987, Page 340, Deed Records,Navarro County, Texas (D.R.N.C.T.), and being further described as follows:

COMMENCING at a “T” post found for an angle point in the Northerly line of said Van Donktract and the most Westerly Southwesterly corner of that certain tract of land conveyed to JohnW. Tucker ii by deed recorded in Instrument Number 00001484, Official Public Records,Navarro County, Texas (O.P.R.N.C.T.) and being the Southeasterly corner of that certain tractof land conveyed to William A. Huggins, et ux by deed recorded in Volume 1270, Page 463,D.RN.C.T.;

THENCE N 63°06’38” E, along the Northerly line of said Van Donk tract and the Southerlyline of said Tucker tract, a distance of 1,370.53 feet to a set 518 inch iron rod with TranSystemscap for the most Westerly corner and POINT OF BEGINNING of the herein described tract(N: 6,762,257.087, E: 2,675,114.761 Grid);

(I) THENCE N 63b0638 E, continuing along the Northerly line of said Van Donk tract and theSoutherly line of said Tucker tract, a distance of 198.59 feet to a “T” post found for the mostNortherly corner of said Van Donk tract and an interior corner in the Southerly line of saidTucker tract;

(2) THENCE S 26°15’22” E, along the Easterly line of said Van Donk tract and the Southerly lineof said Tucker tract and the Easterly line of the herein described tract, a distance of 151.87 feetto a set 5/$ inch iron rod with TranSysterns cap for the most Easterly corner of the hereindescribed tract;

(3) THENCE N $1 07’2O” W, departing the Easterly line of said Van Donk tract and the Southerlyline of said Tucker tract and along the Southerly line of the herein described tract, a distance of124.56 feet to a set 5/8 inch iron rod with Tran$ystems cap for an angle point;

(4) THENCE N 7722’20” W, continuing along the Southerly line of the herein described tract, adistance of 124.23 feet to the POINT OF BEGINNING, containing 0.35$ acre (15,584 squarefeet) of land, more or less.

EXHIBIT A-6


Page2of9

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 byproject combined scale factor of0.9999460030.

NOTE: Plat to accompany this legal description.

I do certify on this 24th day of March, 2016, to Corsicana Title & Abstract Company, LLC,Alamo Title Insurance 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 thestandards of the Texas Society of Professional Surveyors Standards and Specifications for aCategory 2, Condition IV Survey, and accurate as to the boundaries and areas of the subjectproperty and the size, location and type of buildings and improvements, if any, and shows thelocation of all visible easements and rights-of-way and the rights-of-way, easements and othermatters of record as listed in Schedule B of the Commitment for Title issued by Alamo TitleInsurance, with an effective date of January 14, 2015, issued date of January 23, 2015, Gf #CTI4-6071-A 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 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.


Richard R. DorrRegistered Professional Land SurveyorTexas Registration Number 4780

Dated:

_______ ______

EXHIT “A”PARCEL 1085

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6’4ARCEL 1085

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IPC PARCEL 524JONN W. TUCKER N

INST. 1000014840.P.R.N.C.T.

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D.R.N.C..TPost

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JOHN VAN DONKVOL 987, PG. 340

D.R.N.C.T.CALLED 30.936 ACRES

R. D. NEWMANSURVEY

ABSTRACT 620

/

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F—

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NOTES:NO LEVEL B SUE PERFORMED ON THIS PARCELDUE TO RIGHT OF ENTRY(U.0.N.) INDICATES UNLESS OTHERWISE NOTED

LEGEND• — MARKER FOUND AS NOTED

O MARKER SET AS NOTED

J. W. MOORESURVEY

ABSTRACT 584

N

0

-0- = POWER POLENOTE; LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

.li iipsystenii>50D WEST SEVENTH STREETSUTE 1100FORT WORTH. T 76’02(817) 339-8950 (TEL)(81?) 336-2247 (FAX)

.5 FIRM REG. NO.

SHEET TITLE

IC

GRAPHIC SCALE W’J FEETI.. IO0


JOHN VAN DONK


BASIS OF 8ENG IS THE TEXAS STATE PLANE CO0RD*AtESYSTEM, NORTH CENTRAL ZONE (4202) NORTH A).IERICAN OATUU pc 3 or 9tNAIJ8.3X2007) WITH ALL DISTANCES ADJUSTED TO SI.NIFACE aPROJECT COU8INED SCALE FACTOR 0.9999460030

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 Stevens 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 Integrated Pipeline Project. Funding for these

acquisitions are included in the Bond Fund.

IPL Parcel 524(Tucker)

A permanent easement interest across an 11.566-acre tract of land situated inthe R. D. Newman Survey, Abstract Number 620, and the J. W. Moore Survey,Abstract Number 584, Navarro County, Texas, and being more particularlydescribed as a portion of that certain 87.085-acre tract of land conveyed to JohnTucker by deed recorded in Instrument Number 00002079, Official PublicRecords, Navarro County, Texas, and that certain 28.142-acre tract of landdescribed in instrument recorded in Volume 1327, Page 674, Deed Records,Navarro County, Texas, and being further described in the survey plat for Parcel524 attached hereto for the negotiated purchase price of $99,864.

• IPL Parcel 626(Harrison)

A permanent easement interest across a 5.722-acre tract of land situated in theDaniel Lacy Survey, Abstract Number 431, Henderson County, Texas, and beingmore particularly described as a portion of that certain 78.745-acre tractdescribed as Tract Four and conveyed to Beverly Ann Harrison by deedrecorded in Volume 1390, Page 652, Deed Records of Henderson County, Texas,and being further described in the survey plat for Parcel 626 attached hereto forthe negotiated purchase price of $16,068.

• IPL Parcel 738(McClendon)

A permanent easement interest across an 11.114-acre tract of land situated inthe B. W. Richards Survey, Abstract Number 963, Henderson County, Texas,and being more particularly a portion of that certain called 160-acre tract beingdescribed as Tract II, and conveyed to Harry D. Williams, Trustee, in trust for theHeirs of the Estate of Sammie Lee McClendon, as recorded in Volume 1054,Page 42 of the Deed Records, Henderson County, Texas, being described as181.6$-acres in a resurvey of the S.L. McClendon Estate, as recorded in Volume574, Page 230, Deed Records, Henderson County, Texas, and being furtherdescribed in the survey plat for Parcel 738 attached hereto for the negotiatedpurchase price of $39,300.

• IPL Parcel 764(Carter)

A permanent easement interest across a 1.113-acre tract of land situated in theRalph Hunter Survey, Abstract Number 11, Henderson County, Texas, and beingmore particularly described as a portion of that certain 62.511-acre tractconveyed to John D. Carter as described by deed recorded in Volume 2403,Page 285, Real Property Records of Henderson County, Texas, and beingfurther described in the survey plat for Parcel 764 attached hereto for thenegotiated purchase price of $5,000.

• IPL Parcel 807(Brightwell)

A permanent easement interest across a 0.999-acre tract of land situated in theJose Chirino Survey, Abstract Number 168, Anderson County, Texas, and beingmore particularly described as a portion of that certain 5.00-acre tract of landconveyed to David Brightwell and wife, Jackie Brightwell, as described by deedrecorded in Volume 1334, Page 699, Official Public Records of AndersonCounty, Texas, and being further described in the survey plat for Parcel 807attached hereto for the negotiated purchase price of $1 00,000.


Page 1 of7


Being 11.566 acres (503,827 square feet) of land situated in the R. D. Newman Survey, AbstractNumber 620 and the J. W. Moore Survey, Abstract Number 584, Navarro County, Texas andmore particularly that certain 87.085 acre tract of land conveyed to John T. Tucker II by deedrecorded in Instrument Number 00002079, Official Public Records, Navarro County, Texas(O.P.R.N.C.T.), and that certain 28.142 tract of land conveyed to Nick Mcfadin, Jr., d/b/a A &M Investment by deed recorded in Volume 1353, Page 564, Deed Records, Navarro County,Texas (D.R.N.C.T.), being the same 28.142 acre tract of land described in contract for deed toJohn W. Tucker, II recorded in Volume 1327, Page 674, D.R.N.C.T. and being further describedas follows:

COMMENCING at a found “T” post for the most Westerly corner of said Tucker tract andbeing an angle point in the Southerly line of that certain tract of land conveyed to John VanDonk by deed recorded in Volume 977, Page 786, D.R.N.C.T.;

THENCE N 47°06’O$” E, along the Northerly line of said Tucker tract and the Southerly line ofsaid Van Donk tract, a distance of 447.93 feet to a set 5/8 inch iron rod with TranSystems cap forthe Southwesterly corner and POINT OF BEGINNING of the herein described tract(N: 6,762,560.531, E: 2,673,908.529 Grid);

(1) THENCE N 47°06’08” E, continuing along the Northerly line of said Tucker tract and theSoutherly line of said Van Donk tract and the Westerly line of the herein described tract, adistance of 178.69 feet to a set 5/8 inch iron rod with TranSystems cap for the Northwesterlycorner of the herein described tract;

(2) THENCE S 75°48’51” F, departing the Northerly line of said Tucker tract and the Southerlyline of said Van Donk tract and along the Northerly line of the herein described tract, a distanceof 1,042.99 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(3) THENCE S 79°40’02” E, continuing along the Northerly line of the herein described tract, adistance of 491.22 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;


(5) THENCE N 89°54’37” F, continuing along the Northerly line of the herein described tract, adistance of 46.80 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(6) THENCE S $5°51’58” E, continuing along the Northerly line of the herein described tract, adistance of 219.56 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(7) THENCE N 65°06’Ol” E, continuing along the Northerly line of the herein described tract, adistance of 674.92 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;



Page 2 of 7

(9) THENCE S 69°44’OO” E, continuing along the Northerly line of the herein described tract, adistance of 153.90 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(10) THENCE N 77°55’34” E, continuing along the Northerly line of the herein described tract, adistance of 49.29 feet to a set 5/8 inch iron rod with TranSystems cap for the point of intersectionwith the Southerly line of said Tucker tract and the Northerly line of that certain tract of landconveyed to Traci Keele by deed recorded in Instrument Number 00010607, O.P.R.N.C.T., beingthe Northeasterly corner of the herein described tract;

(11) THENCE S 67°54’38” W, along the Southerly line of said Tucker tract and the Northerly line ofsaid Keele tract and the Easterly line of the herein described tract, a distance of 265.68 feet to afound 5/8 inch iron rod with cap for the Northwesterly corner of said Keele tract and being themost Northerly corner of that certain tract of land conveyed to Jimmy Gene Reed by deedrecorded in Instrument Number 00010606, O.P.R.N.C.T., being the Southeasterly corner of theherein described tract;

(12) THENCE N 58°46’SO” W, departing the Southerly line of said Tucker tract and along theSoutherly line of the herein described tract, a distance of 716.08 feet to a set 5/8 inch iron rodwith TranSystems cap for an angle point;

(13) THENCE S 65°06’Ol” W, continuing along the Southerly line of the herein described tract, adistance of 633.80 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(14) THENCE N 85°51 ‘58” W, continuing along the Southerly line of the herein described tract, adistance of 73.62 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(15) THENCE N 86°43’25” W, continuing along the Southerly line of the herein described tract, adistance of 231.36 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(16) THENCE N 85°04’38” W, continuing along the Southerly line of the herein described tract, adistance of 81.11 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(17) THENCE N 83°33 ‘04” W, continuing along the Southerly line of the herein described tract, adistance of 80.67 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(18) THENCE N 81°07’20” W, continuing along the Southerly line of the herein described tract, adistance of 80.67 feet to a set 5/8 inch iron rod with TranSystems cap for the point of intersectionwith the Westerly line of said Tucker tract and the Easterly line of that certain tract of landconveyed to John Van Donk by deed recorded in Volume 987, Page 340, D.R.N.C.T.;

(19) THENCE N 26°15’22” W, along the Westerly line of said Tucker tract and the Easterly line ofsaid Van Donk tract and continuing along the Southerly line of the herein described tract, adistance of 151.87 feet to a found “T” post for the most Northerly corner of said Van Donk tractand an interior corner in the Westerly line of said Tucker tract;

(20) THENCE S 63°06’38” W, continuing along the Westerly line of said Tucker tract and theNortherly line of said Van Donk tract and continuing along the Southerly line of the hereindescribed tract, a distance of 198.59 feet to a set 5/8 inch iron rod with TranSystems cap for anangle point;


Page 3 of7

(21) THENCE N 77°22’38” W, departing the Westerly line of said Tucker tract and the Northerlyline of said Van Donk tract and continuing along the Southerly line of the herein described tract,a distance of 51.90 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(22) THENCE N 75°48’51” W, continuing along the Southerly line of the herein described tract, adistance of 1,192.00 feet to the POINT OF BEGINNING, containing 11.566 acres (503,827square feet) of land, more or less.


Page 4 of 7



I do certify on this 13th day of April, 2016, to Fidelity National 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 W 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 Fidelity National Title Insurance Company, with an effectivedate of January 19, 2016, issued date of February 1, 2016, Gf # FT-44122-4412208804-LEaffecting 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 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.


Richard R. DoffRegistered Professional Land SurveyorTexas Registration Number 4780

O4Jif2oiCDated:

LINE TABLE

JOHN T. TUCKER, IIINST.# 00002079

0. P. R. N .C.T.CALLED 87.085 ACRES

$ NICK McFADIN, JR., d/b/oA&M INVESTMENT

VOL. 1353, PG. 564D.R.N.C.T.

‘ CALLED 28.142 ACRES

JOHN W. TUCKER, IIVOL. 1327, PG. 674

D . R. N. C.T.CALLED 28.142 ACRES

J. W. MOORE SURVEY300 ABSTRACT 584



JOHN W. TUCKER, II


BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM(NAD83)f2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BYPROJECT COMBINED SCALE FACTOR 0.9999460030

NO BEARING DISTANCELi S 85’04’38” E 76.92’L2 N 89’54’37” E 46.80’L3 S 8551’58” E 219.56’L7 N 86’43’25” W 231.36’L8 N 85’O4’38” W 81.11’L9 N 83’33’04” W 80.67’

LiD N 81’07’20” W 80.67’Lii N 26’15’22” W 151.87’L12 S 63’06’38” w 198.59’L13 N 77’22’38” W 51.90’


IPL PARCEL 523 — —

JOHN VAN DONKVOL. 977, PG. 786 —

D.R.N.C.T.- PO5T”

/

1

R. D. NEWMANABSTRACT

SURVEY620

N47’06’08”E178.69’ -

N- 6,762,560.531

s15.4a.51 ,P.O.B. /

E — 2.673,906.529 t’’”.(GRID) — — b.

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• ‘O— -

- -

- -

- Li L2 L3S.

cj• - Lio9-.

PARCEL 524“T POST

11.566 AC. --

503,827 SQ. FT. -

[8 L7

1/2” IRF \I

,

—

—‘.• II

(PC PARCEL 10650•

JOHN VAN DONKVOL. 987. PG. 340

D.R.N.C.T.

NOTES:NO LEVEL B SUE PERFORMED ON THIS PARCELDUE TO RIGHT OF ENTRY.fu.0.N.) INDICATES UNLESS OTHERWISE NOTED


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

-0- = POWER POLE

N

750 9300

Tran]ji

GRAPHIC SCALE IN FEET1” 300

PRINTED ON:

4/ 13/201 610:50:11

500 WEST SEVENTH STREETSUITE 1100FORT WORTH, TX 76102(817) 339-8950 (TEL)(817) 336-2247 (FAX)TBPLS FIRM

SHEET TITLE

PG. 5 OF 7

cfl

I—w

wwC,)

w2-J

U

, PARCEL 524

11.566 AC.

503,827 SQ. F

NO BEARING DISTANCE

L3 S 85’51’58” E 219.56’

L4. S 69’44’00” E 153.90’

L5 N 7T55’34” E 49.29’

L6 N 85’51’58” W 73.62’

L7 N 8643’25” W 231.36’

PL PARCEL 525FRANK COMMIATO. JR. AND WIFE,

BARBARA J. COMMIATOINST. 00000738

0.P.R.N.C.T.

—

- —-—‘

— — iPL PARCEL 527TRACt KEELE

INST. 000106070.P.RN.C.T.

-

----

- -

-----

NOTES:NO LEVEL B SUE PERFORMED ON THIS PARCELDUE TO RIGHT OF ENTRY.(u.o.N.) INDICATES UNLESS OTHERWISE NOTED

J. W. MOORE SURVEY

ABSTRACT 584 N


o = SET 5/8” IRON ROD WITH CAP300 150

STAMPED “TRANSYSTEMS” fU.O.N.)

-0- = POWER POLEGRAPHIC1 SCALE iN FEET


PRINTED ON: SHEET TITLE

‘stems) 4/13/201610:50:51 EXHIBIT “A”

500 WEST SEVENTH STREET SEGMENT 1 7, PARCEL 524

(817) 339-8950 (TEL)

SUITE 1100 JOHN W. TUCKER, IIFORT WORTH. T 76102

PROJEINTEGRATED PIPELINE PROJECT

(817) 336-2247 (FAX) ICTTBPLS FIRM REG. NO. 100383

JPROJ N0 P22ø9ø33øSCALE: 3Ø’

1DATE: 3-ø3-2BI6 BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATEøDRAWN BY: ANP SYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM(NAD8320O7) WITH ALL DISTANCES ADJUSTED TO SURFACE , ii PG. 6 OF 7CHECKED BY: RROPROJECI COMBINED SCALE FACTOR 0.9999460030REVISED DATE:

I

R. D. NEWMAN SURVEY

ABSTRACT 620

JOHN T. TUCKER, IIINST.# 00002079

0. P. R. N.C.T.CALLED 87.085 ACRES


S

4

LINE TABLE

44St

04

— )\3/8 IR

S4444

.4449

_,4

L3 .

L7

NICK McFADIN, JR., d/b/o5A&M INVESTMENT *

VOL. 1353, PG. 564 STRUCTURE


JOHN W. TUCKER, II JIMMY GENE REED

VOL. 1 327, PG. 674 INST. N 00010606O.P.R.N.C.T.


Iran

300


Page 1 of4


Being 5.722 acres (249,268 square feet) of land situated in the Daniel Lacy Survey, AbstractNumber 431, Henderson County, Texas, and more particularly that certain 78.745 acre tractdescribed as Tract Four and conveyed to Beverly Arm Harrison by deed recorded in Volume1390, Page 652, Deed Records of Henderson County, Texas (D.R.H.C.T.), and being furtherdescribed as follows:

COMMENCING at the Northwesterly corner of said Harrison tract and the Northeasterly cornerof that certain tract of land conveyed to P. W. Lewis by deed recorded in Volume 153, Page 620,D.R.H.C.T., being in the Southerly line of that certain tract of land conveyed to JohnnyKimbrough by deed recorded in Flie Number 2010-000 16227, Official Public Records of RealProperty, Henderson County, Texas (O.P.R.RP.H.C.T.) and in the center of Boatwright Road,No Deed of Record found (variable width right-of-way), from which a found 3 inch metal barbears $ 53°l3’52” W, 26.27 feet;

THENCE N 89°5 1’17” E, along the Northerly line of said Harrison tract and the Southerly lineof said Kimbrough tract and along the center of said Boatwright Road, a distance of 191.94 feetto a set 5/8 inch iron rod with TranSystems cap for the most Westerly corner and POINT OFBEGINNING of the tract herein described (N: 6,753,796.949, E: 2,711,908.203 Grid);

(1) THENCE N 89°51 ‘17” F, continuing along the Northerly line of said Harrison tract and theSoutherly line of said Kimbrough tract and the center of said Boatwright Road and along themost Northerly line of the tract herein described, a distance of 363.23 feet to a set 5/8 inch ironrod with TranSystems cap for the most Easterly Northwesterly corner of the herein describedtract;

(2) THENCE S 66°13’56” E, departing the Northerly line of said Harrison tract and the Southerlyline of said Kimbrough tract and the center of said Boatwright Road and along the Northeasterlyline of the tract herein described, a distance of 1,465.04 feet to a set 5/8 inch iron rod withTranSysterns cap for an angle point;

(3) THENCE S 560 12’17” E, continuing along the Northeasterly line of the tract herein described, adistance of 29.17 feet, to the most Northerly Southeasterly corner of the herein described tract,being in the Easterly line of said Harrison tract and the Westerly line of Forehand Ranch Estates,Section One, a subdivision of record according to the map or plat thereof recorded in Cabinet D,Slide 261, Map Records, Henderson County, Texas (M.R.H.C.T.) and the center of ForehandRoad, No Deed of Record found (variable width right-of-way);

(4) THENCE S 0l°50’30” E, along the Easterly line of said Harrison tract and the Westerly line ofsaid forehand Ranch Estates and the center of said forehand Road and along the most Easterlyline of the herein described tract, a distance of 184.19 feet to a set 5/8 inch iron rod withTranSystems cap for the most Southerly corner of the tract herein described;


Page 2 of 4

(5) THENCE N 6O02256 W, departing the Easterly line of said Harrison tract and the Westerlyline of said forehand Ranch Estates and the center of said Forehand Road and along theSouthwesterly line of the tract herein described, a distance of 264.1 1 feet to a set 5/8 inch ironrod with Tran$ystems cap for an angle point;

(6) ThENCE N 66°20’17” W, continuing along the Southwesterly line of the tract herein described,a distance of 1,642.71 feet to the POINT OF BEGINNING, containing 5.722 acres (249,268square feet) of land, more or less.

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 project combined scalefactor of 0.9999804020.


I do certify on this 6th day of November, 2013, to Attorney’s Title Company of Henderson County,Fidelity National Title Insurance Company and Tarrant Regional Water District, that a survey was madeon the ground as per the field notes shown on this survey and is true and correct according to thestandards 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 easementsand rights-of-way and the rights-of-way, easements and other matters of record as listed in Schedule Bof the Commitment for Title issued by fidelity National Title Insurance Company, with an effective dateof September 17, 2013, issued date of September 20, 2013, GF # 13-286-DD 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 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.

Richard R. DorrRegistered Professional Land SurveyorTexas Registration Number 4780TBPLS Firm Reg. No. 100383-01

IDated:


IPL PARCEL 624JOHNNY KIMBROUGH G.M. KILLION SURVEY U

F,N. 2010—00016227O.P.R.R.H.C.T. ABSTRACT 425 I

5/8” IRF<

P.O.B.2’ CITY or TRINIDAD N— 6,753,796.949 ILEVEL D SUE E— 2711,908203

(GRID) BOATWRIGHT ROAD x <N89’51’17”E1’17”E191.94’ 0

______________ ______________

VARIABLE WIDTH RIGHT—OF—WAY IDEED OF RECORD FOUND)

FENCE LINE

0P.O.C. ‘..I

3” METAL BAR %.or-

BEARS S5Y13’52”W 26.27’ “'“'“.

___________

/17

FENCE LINE

•%‘i6 - - -

1’ 5/8” IRFj

\ / 1hz

TEXAS POWER & LIGHT CO.— / WI II I —

/ I IFiw-__ __9C “. rt’ 7. & ,,,IIiiI u:CENTERLINE ELECTRIC ESMT.

UNDIFINED WIDTHVOL. 173, PG. 68 / w

D.R.H.C.T. \._— —. ••%.. / ,‘ /%* S56’lB’l 7’E

PARCEL 626 / ••%_. 29.17’

5.722 AC. -, ( /8”IRF

— —

-

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- ‘ %., S01’50’30”E/ ,

/ I

IPL PARCEL 625

249,268 SQ. FT.//

N60’22’56”W-’. 184.19’

P. W. LEWIS / 264.11’I VOL. 153, PG. 620I D.R.H.C.T. / 2” CITY OF TRINIDAD

/ / •5/8”

, / LEVELDSUE

BEVERLY ANN HARRISONI VOL. 1390, PG. 652 / TEXAS POWER & LIGHT CO. I ..—..>-

D.R.H.C.T. ELECTRIC ESMT.

I TRACT ONE: CALLED 95.87 ACRES / / 170’ WIDEVOL. 979 PG. 585 I

rI TRACT TWO: CALLED 50.953 ACRES / 0.RJLC., I

TRACT THREE: CALLED 9.51 ACRES I <OFI TRACT FOUR: CALLED 78.745 ACRES /I N

z0NOTES: <

EKNOWN UNDERGROUND UTILITIES SHOWN ARE DANIEL LACY SURVEY wOQUALITY LEVEL D SUE (02—08—2013) ABSTRACT 431 00(U 0 N) INDICATES UNLESS OTHERWISE NOTED w.J

Din

LEGEND

• — MARKER FOUND AS NOTED

O = SET 5/8” IRON ROD WITH CAP 300 150 0 300STAMPED “TRANSYSTEMS” (U.O.N.)

I I= POWER POLE GRAPHIC SCAII IN FEET

NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT. 1” 300


(stems) 11/6/2013 EXHIBIT “A”<0:29:14

SEGMENT 19—2, PARCEL 626SEVENTH STREET

BEVERLY ANN HARRISONFORT WORTH, TX 76102(817) 339-8950 (TELl<817) 336-2247 (FAX) R “sTBPLS F)RM REG. NO. 100383-00 PROJECTPROJ NO: P202B’10330 V’ 7 1 INTEGRATED PIPELINE PROJECTSCALE: I’: B’ sDATE: 1B-142ØI3 BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATEDRAWN BY: SMD “‘ SYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM PG 3 OF 4CHECKED BY: RRD Q (NAD83(2OO7) WITH ALL DISTANCES ADJUSTED TO SURFACE BYREVISED DATE: ‘ROJEC’T COMBINED SCALE FACTOR 0.9999804020

“Iranj


Page 1 of8EXHIBIT “A”


Being 11.114 acres (484,124 square feet) of land situated in the B. W. Richards Survey, AbstractNumber 963, Henderson County, Texas, and more particularly a portion of that certain called 160acre tract being described as Tract H, and conveyed to Harry D. Williams, trustee, in trust for theheirs of the Estate of Sammie Lee McClendon, as recorded in Volume 1054, Page 42 of the DeedRecords, Henderson County, Texas, (D.R.H.C.T.), being described as 181.68 acres in a resurvey ofthe S.L. McClendon Estate, as recorded in Volume 574, Page 230 D.R.H.C.T, and being furtherdescribed as follows:

BEGINNING at a found 5/8” iron rod at the Southwest corner of tract herein described, same beingthe Southwest corner of the referenced Tract II, in an East line of a tract of land described as a2,492.39 acre tract to KTW Properties, LP, as recorded in Document Number 2009-00008875 of theOfficial Records, Henderson County, Texas (O.R.H.C.T.), same being the Northwest corner of a337.813 acre tract to Kip Estep, as recorded in Volume 1539, Page 340 D.R.H.C.T. and being thePOINT OF BEGINNING (N: 6,730,413.423, E: 2,830,632.197 Grid);

(1) THENCE N 01°55’ll” W, along the West line of tract herein described and the West line of saidTract II, a distance of 150.00 feet, to a set 1/2” iron rod with Goodwin-Lasiter cap for the Northwestcorner of tract herein described, from which a found 1/2” iron rod for the Southeast corner of thatcertain 5.0 acre tract described as Tract I as recorded in Volume 1054, Page 42 D,R.H.C.T. and in theWest line of the reiërenced Tract II, same being an interior corner of the said 2492.39 acre tract bearsN01°55’11”W,adistanceof98l.01 feet;

(2) THENCE N 87°46’15” B, along the North line of tract herein described, a distance of 3226.82 feet,to a set 1/2” iron rod with Goodwin-Lasiter cap, for an angle point in the North line;

(3) THENCE N 87°20’31” B, along the North line of tract herein described, a distance of 0.68 feet, to a set1/2” iron rod with Goodwin-Lasiter cap, for the Northeast corner of the tract herein described, in the Eastline of the referenced Tract II and in the West line of said 2,492.39 acre tract;

(4) THENCE S 01 05457 B, along the common line of tract herein described, said Tract II, and the 2,492.39acre tract, a distance of 150.01 feet, to a found 5/8” iron rod for the Southeast corner of the tract hereindescribed, and the Southeast corner of the referenced Tract II, in the North line of the aforesaid 337.8 13acre tract;

(5) THENCE S 87°46’15” W, along the South line of tract herein described, the South line of thereferenced Tract II and the North line of the said 337.813 acre tract, a distance of 3227.49 feet, to thePOINT OF BEGINNING, containing 11.114 acres (484,124 square feet) of land, more or less.




Page 2 of 8

I do certify on this 9th day of May, 2016, to fidelity National Title Insurance Company, Attorney’sTitle Company of Henderson County and Tarrant Regional Water District, that a survey was made onthe ground as per the field notes shown on this survey and is true and correct according to thestandards of the Texas Society of Professional Surveyors Standards and Specifications for a Category2, Condition IV Survey, and accurate as to the boundaries and areas of the subject property and thesize, location and type of buildings and improvements, if any, and shows the location of all visibleeasements and rights-of-way and the rights-of.way, easements and other matters of record as listed inSchedule B of the Commitment for Title issued by fidelity National Title Insurance Company, withan effective date of October 20, 2015, 4:47 pm, issued date of November 4, 2015, 4:57 pm, Gf # 15-305-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 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.


Mort .‘ApodacaRegistered Professional Land SurveyorTexas Registration Number 5613

Dated: 5 9

Goodwin — Las iter — Strong1609 S. Chestnut St., Suite. 202Luilcin, Texas 75901TBPLS firm No. 10110900


NOTE: NO KNOWN UNDERGROUND UTILITIES— 5/2/2016

o = 1/2—INCH IRON RODW/GOODWIN—LASITER CAP SET

100 50 0 100

L%INGIJSIGOODWIN ‘LASITERSTRONG

ENGINEERS - ARCHITECTSSURVEYORS

rEPI_E PIM REGS7RA11N II 1OOO1609 S. CHESTNUT ST., SUITE 202UFNIN, TX 7590(936) 637—4900 (TEL)(936) 637—6330 (FAX)



HARRY D. WILLIAMS, TRUSTEE, IN TRUSTFOR THE HEIRS OF THE ESTATE OF

SAMMIE LEE McCLENDON


BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM(NAD83)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BYPROJECT COMBINEO SCALE FACTOR 0.9999804020


B.W. RICHARDS SURVEY1/2”IRF ABSTRACT 963

1HARRY D. WILLIAMS, TRUSTEE, IN TRUST> FOR THE HEIRS OF THE ESTATE OF SAMMIE LEE MCCLENDON

VOL. 1054, Pc. 42, D.R.H.C.T.CALLED 5.0 ACRES TRACT I

:‘1 DESCRIBED IN VOL. 574, PG. 230 D.R.H.C.T.

H0H

LL<H

L HARRY D. WILLIAMS, TRUSTEE, IN TRUSTI. :- FOR THE HEIRS OF THE ESTATE OF SAMMIE LEE McCLENDON

VOL. 1054, PG. 42, D,R.H.C,T.CALLED 160 ACRES TRACT II

I DESCRIBED IN VOL. 574, PG. 230 D.R.H.C.T.Lj_ S

•0I—fl.. o- 3

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— I.— I

VT — CO 2• __*.11—Il

N N 87’46’1 5” Eu_Jo 3226.82

-JO-0LiJO I PARCEL 738

11.114 AC.484,124 SQ.FT._J. em

O_ 0 0—— z

S 87’46’15” W00 3227.490 X

P.0,8 £-“N = 6,730,413.423

RIP ESTEPE2’830G’R6I3D197 VOL. 1539 PC. 340, D.R.H.C.T.

NW.F. ATWOOD SURVEY

ABSTRACT 1019

I—LULU

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LULU(I)

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SHEET TITLE

PROJ NO: 245135SCALE: 1” = 100’DATE: 5—9—2016DRAWN BY: WBBCHECKED BY: MLAREVISED DATE:

PROJECT

I.LiLiIC/S)

LiLiU)

Liz-JxC)

o = 1/2—INCH IRON RODW/GOODWIN—LASITER CAP SET

tJNGJsI0000WIN4ASITER•STPDNG

ENGINEERS - ARCHITECTSSURVEYORS

T1.8 FIRM REI5YR411ON eia ID

1609 S. CHESTNUT ST., SUITE 202LUFI<IN, TX 75901(936) 637—4900 (TEL)(936) 637—6330 (FAx)

PROJ NO: 245135SCALE: = 100’DATE: 5—9—2016DRAWN BY: WBBCHECKED BY: MLAREVISED DATE:

100 50 0






Lfl

FUUIL/,

UULn

100

BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM(NAD83)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BYPROJECT COMBINED SCALE FACTOR 0.9999804020


B.W. RICHARDS SURVEYABSTRACT 963

HARRY D. WILLIAMS, TRUSTEE, IN TRUSTFOR THE HEIRS OF THE ESTATE OF SAMMIE LEE McCLENDON

VOL. 1054, PC. 42, D.R.H.C.T.CALLED 160 ACRES TRACT II

DESCRISED IN VOL. 574, PG. 230 D.R.H.C.T.

Uz-JIU

‘‘_““‘‘“N 87’4615 E3226.82

PARCEL 73611.114 AC.

484,124 SQ.FT.

S 8T46’15’ W322749’ , _

a..S •. —

• • a.. .. • • —SURVEY LINE

__ X— X X X FENCE LINE

KIP ESTEPVOL. 1539 PG. 340, D.R.H.C.T.

W.F. ATWOOD SURVEYABSTRACT 1019 N


-I I•




ILULUIInLULUIn

o = 1/2—INCH IRON RODW/000DWIN—LASITER CAP SET

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1ATNG1 ListGOODWIN LA5ITEFHSTDNG

ENGW.JEERS - ARCHITECTSSURVEYORS

TBPt9 flRM PEO,smA,ION #1011 0XJ

1609 S. CHESTNUT Si.. SUITE 202LUFKIN, TX 75901(936) 637—4300 (TEL)p936) 637 - 6330 (FAX1

GRAPHIC SCALE IN FEET1” = 1O0

EXHIBIT “A”SEGMENT 19—i, PARCEL 738




BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM(NAO83)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BYPROJECT COMBINED SCALE FACTOR 0.9999804020


B.W. RtCHARDS SURVEYABSTRACT 963


VOL. 1054, PC. 42, D.R.H.C.T.CALLED 160 ACRES TRACT II

DESCRIBED IN VOL. 574, PG. 230 D.R,H.C.T.

N 8T4615 E3226.82’

PARCEL 73811.114 AC.

464,124 SQ.FT.

S 8T46’iS” W3227.49’

SURVEY LINE

______________________

ICNCELINE X


W.F. ATWOOD SURVEYABSTRACT 1019

N


LEGEND• MARKER FOUND AS NOTED

1?0 50 0 - 100


SHEET TITLE

PROJ NO: 245135SCALE: r = 100DATE: 5—9—2016DRAWN BY: WBBCHECKED BY: MLAREVISED DATE:

EXHIBIT “A”PARCEL 7.38

B.W. RICHARDS SURVEY

ABSTRACT 963


VOL. 1054, PG. 42, D.R.H.C.T.CALLED 160 ACRES TRACT II

DESCRIBED IN VOL. 574, PC. 230 D.R.H.C.I.

N

E3226.82

UI

H PARCEL 738 uj

11.114 AC.

484,124 SQ.FT.

I

S 8T46’1” W

LINE’thhh1t1Sh14 —. —

SURVEY LINE

— x — X X FENCE LINE X


W.F. ATWOOD SURVEYABSTRACT 1019

N



O = 1/2—INCH IRON ROD 100 50 0 100W/GOODWIN—LASITER CAP SET

GRAPHIC SCALE IN FEETNOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT. 1’ = 100

I /f’\i PRI9TED ONSHEET TITLE

EXHIB IT “A”

G L232O

‘\AtU/ SEGMENT 19—1, PARCEL 738

GDDDWIN.LASITER•SThDNG - - \\i]W’ HARRY D. WILLIAMS, TRUSTEE, IN TRUSTENGIN6EPS-ARCHIrECTS \ FOR THE HEIRS OF THE ESTATE OF

TBPL.B FIPM ISrflAT1N p101 1O9 V1609 S CH[STNI]T ST SUITE 202

LUFKIN, IX 75901

(936) 537—4900 (TEL) I(93C) 637-6330 (tAX) I , INTEGRATED PIPELINE PROJECT

PRO] NO 245135 ‘ ASCALE: l = 100 1

/DATE 6—9-2016 A) BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATEDRAWN BY WAS . i SYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUMCHECSED BY. MLA ,J , . (NAD83)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY

REVISED DATE ., PROJECT COMBINED SCALE FACTOR 0.9999804020

EXHIBIT “A”PARCEL 738 .‘ >-

‘I wO-)

I H

JI 0Q ±

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I H-H H0

I NOLi

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FEICE LINE7’46’15’ W3227. — — -

— ____._.._ 5J8IRr

___ELINC

—

FENcE UNE

x FENCE LINE X

KIP ESTERVOL. 1539 PG. 340, D.R.H.C.T.


= MARKER FOUND AS NOTED

= 1/2—INCH IRON RODW/GOODWIN—LASITER CAP SET

[/1NGIJSGQDDWIN ‘LASCtEA- ST1RONG

ENGINEE$ - ACH1TECT5SURVEYGRS

Ti FI1 EITAflON 1 I O9

1609 S. CHESTNUT ST., SUITE 202LUFKIN, IX 75901(936) 637—4900 (TEL)(936) 637—6330 (FAX)

PRO] NO. 245135SCALE: --I” = 100

5—9—2016DATE:DRAWN BY: W6BCHECKED BY: ULAREVISED DATE:

LINE TABLE

NO BEARING DISTANCELi N 8720’31” E 0.68’


BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM(NAD83)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BYPROJECT COMBINED SCALE FACTOR 0.9999804020

B.W. RICHARDS SURVEYABSTRACT 963

Co

F—LiLiIU)

wLi11)

Liz

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VOL. 1054, PG. 42, D.R.H.C.T.CALLED 160 ACRES TRACT II

DESCRIBED IN VOL. 574, PG. 230 D.R.H.C.T.

a,.. ,, N 87 461 5 E

3226.82’

PARCEL 73811.114 AC

484,124 SQ.FT

W.E. ATWOOD SURVEYABSTRACT 1019

I

0

LEGEND

N

100 50 0 100

PRINTED ON;

NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.GRAPHIC SCALE IN FEET

1” 100’

SHEET TITLEEXHIBIT “A”

SEGMENT 19—1, PARCEL 738HARRY D. WILLIAMS, TRUSTEE, IN TRUST

FOR THE HEIRS OF THE ESTATE OFSAMMIE LEE McCLENDON


Page 1 of4EXHIBIT “A”


Being 1.113 acres (48,499 square feet) of land situated in the Ralph Hunter Survey, Abstract Number11, Henderson County, Texas, and more particularly that certain 62.511 acre tract conveyed to JohnD. Carter as described by deed recorded in Volume 2403, Page 285 Real Property Records ofHenderson County, Texas, (R.P.R.H.C.T.), and being further described as follows:

BEGINNING at a found 3/4” iron rod at the Southwest corner of said 62.511 acre John D. Cartertract, same being the Southeast Corner of a called 200 acre tract conveyed to Richard A. Harris andwife, Johnnie L. Harris, as described by deed recorded in Volume 2066, Page 171, (R.P.R.H.C.T.),also being in the North line of a called 16.887 acre tract of land conveyed to LaPoyner IndependentSchool District as described by deed recorded in Volume 784, Page 429, Deed Records of HendersonCounty, Texas, (D.R.H.C.T.), and being the Southwest corner of tract herein described and thePOINT OF BEGINNING (N: 6,732,183.6 18, E: 2,853,623.669, Grid);

(1) THENCE N 01°43’41” W, along the East line of said Harris 200 acre tract, and the West line of said62.511 acre John D. Carter tract and the tract herein described, a distance of 150.01 feet to a set 1/2”iron rod with red plastic cap stamped K.L.K. #4687 for the Northwest corner of said tract hereindescribed from which a found 3/8” iron rod at an interior elI corner in the West tine of said 62.511acre tract bears N 01°43’41” W, a distance of 2536.15 feet;

(2) THENCE N 8$°56’57” E, along the North line of tract herein described, a distance of 0.53 feet to aset 1/2” iron rod with red plastic cap stamped K.LK. #4687;

(3) THENCE N 88°01’19” E, continuing along said North line of tract herein described, a distance of322.89 feet to a set 1/2” iron rod with red plastic cap stamped K.L.K. #4687 for the Northeast cornerof same, in the East line of said 62.511 acre John D. Carter tract and the West line of a called 48.931acre tract conveyed to Fred 3. Carter as described by deed recorded in Volume 2403, Page 280,(R.P.R.H.C.T.);

(4) THENCE S 01°39’38” E, along the East line of said 62.511 acre John D. Carter tract and the Westline of said 48.931 acre Fred 3. Carter tract, a distance of 150.00 feet to a set 1/2” iron rod with redplastic cap stamped K.LK. #4687 for the Southeast corner of said tract herein described from which afound 1/2” iron rod at the Southeast corner of said 62.511 acre tract and the Southwest corner of said48.93 1 acre tract bears S 01°39’38” E, a distance of 61.07 feet, said found iron rod also being in theNorth line of said called 16.887 acre tract;

(5) THENCE S 88°01 ‘19” W, along the South line of said tract herein described, a distance of 323.24feet to the POINT OF BEGINNING, containing 1.113 acres (48,499 square feet) of land.

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 projectcombined scale factor of 0.9999804020.

NOTE: Plat to accompany this Legal description


Page 2 of 4I do certify on this 8th day of January, 2016, to Fidelity National Title Insurance Company,Attorney’s Title Company of Henderson County and Tarrant Regional Water District, that a surveywas made on the ground as per the field notes shown on this survey and is true and correct accordingto the standards of the Texas Society of Professional Surveyors Standards and Specifications for aCategory 2, Condition III Survey, and accurate as to the boundaries and areas of the subject propertyand the size, location and type of buildings and improvements, if any, and shows the location of allvisible easements and rights-of-way and the rights-of-way, easements and other matters of record aslisted in Schedule B of the Commitment for Title issued by Fidelity National Title InsuranceCompany, with an effective date of November 30, 2015, issued date of December 9, 2015,GF # 15-336-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 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 SurveyorsStan rds and Specifications for a Category 2, Condition III Survey.

Kevi . Kilgo eRegiste P essional Land SurveyorTexas Registration Number 4687

Dated: / S/ ((

IPL PARCEL 763RICHARD A. HARRIS AND

WIFE, JOHNNIE L.HARRIS

VOLUME 2066, PACE 171R.P.R.H.C.T.

CALLED 200 AC.

IPL PARCEL 766JOEL FRANCIS WILSON,

TRUSTEE OF THEWILSON MANAGEMENT TRUST

VOLUME 1369. PAGE 602R.P.R.H.C .1.

500 FIRST TRACTCALLED 261.237 AC.

EXHIBIT “A”PARC EL 764

1/2” IRF... IIII1II

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3/6’ IRE

“1

RALPH HUNTER SURVEYABSTRACT 11 t

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_______ _____

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“1

LINE TABLE

LINE BEARING DISTANCELi 0143’41” W 150.01’

L2 N 88’56’57” E O.53L3 N 68’01’19” E 322.89’L4 S 0i39’38° E 150.00’[5 S 88”O1’19” W 323.24’[6 S 0i”39’38” E 61.07’

I-c <

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WM. ]. L. SCOFF SURVEYABSTRACT 13

IPL PARCEL 767BRADLEY HOEFENER

AND HELEN HOEFFNERVOLUME 2213, PAGE 245

R.P.R.H.C .T.CALLED 497.955 AC.

3/a” IRE SURVEY LINE— — — — — — * — — ,,-“

SPII<E FND.

I.W. BURTON SURVEYABSTRACT 3

I

IIIIII

1

III

IIIIIIIIII

RARCEL76411.113 C.

48,499 S. FT.

o

/LEGEND• = MARKER FOUND AS NOTED

o 1/2” IRON ROD SET WITHK.L.K. #4687 CAP

POWER POLE

NOTE: KNOWN UNDERGROUND UTILITIES SHOWN AREQUALITY LEVEL B SUE — (1/18/2013)

I

/

I

/500 250 0

GRAPHIC SCALE IN FEET1” = 500


PRINTED ON: SHEET TITLE1/1812016

4Ij1gore 8:42 EXHIB IT “A”comp.ay,Ie. SEGMENT 19—1, PARCEL 764wwwklkHor...om JOHN D. CARTER

6712 PALUXY DRIVETYLER. TX 75703(903) 561—7800 (TEL)(903) 581—3756 (FAX) PROJECT

INTEGRATED PIPELINE PROJECTPROJ NO: 2O1021P764SCALE: 1” 500OATh O1—1B—2016 BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM, IDRAWN BY: RPW NORTh CENTRAL ZONE (4202) NORTH Ai1ERICAN DATUM NAD83 (2007)11 PG. 3 OF 4CHECKED BY; RN WITH ALL DISTANCES ADJUSTED TO SURFACE 81 PROJECT COMBINED

RENSED DATE: SCALE FACTOR 0.9999804020.

Parcel $07Integrated Pipeline Project

Page 1 of4


Being 0.999 acres (43,500 square feet) of land situated in the Jose Chirino Survey, AbstractNumber 16$, Anderson County, Texas, and more particularly that certain 5.00 acre tract ofland conveyed to David Brightwell and wife, Jackie Brightwell, as described by deedrecorded in Volume 1334, Page 699, Official Public Records of Anderson County, Texas,(O.P.R.A.C.T.), and being further described as follows:

COMMENCING at a 5/8 inch iron rod found in the North line of said Jose Chirino Survey,at the Northeast corner of said Brightwell tract, the Northwest corner of a called 15.20 acretract of land as described by Contract of Sale and Purchase from the Veterans Land Board ofTexas to Mrs. Elizabeth Burns, recorded in Volume $96, Page 495, Deed Records ofAnderson County, Texas, (D.R.A.C.T.), on the South line of the W. R. Holsomback Survey,Abstract Number 1000 and a called 21 .3 acre tract, (Tract Three), conveyed to Ray LouisHolsomback, as described by deed recorded in Volume 1941, Page 229, O.P.RA.C.T.;

THENCE S 04059t46T W, along the West line of said Veterans Land Board of Texas andMrs. Elizabeth Burns tract and the East line of said Brightwell tract, a distance of 10.82 feetto a set 1/2 inch iron rod with K.L.K. #4687 cap at the Northeast corner of tract hereindescribed and the POINT OF BEGINNING (N: 6,719,710.269, E: 2,887,707.980, Grid);

(1) THENCE S 04°5946” W, continuing along the West line of said Veterans Land Board ofTexas and Mrs. Elizabeth Burns tract and the East line of said Brightwell tract, a distance of151.22 feet to a set 1/2 inch iron rod with K.L.K. #4687 cap at the Southeast corner of tractherein described;

(2) THENCE S 87°42’16” W, a distance of 290.20 feet to a set 1/2 inch iron rod with K.L.K.#4687 cap in the West line of said Brightwell tract of land, the East line of the remainder of acalled 8.59 acre tract conveyed to Stephen W. Fisher and wife, Christine K. Fisher asdescribed by deed recorded in Volume 1279, Page 291, Real Property Records of AndersonCounty, Texas, and at the Southwest corner of tract herein described;

(3) THENCE N 05°08’48” E, along the West line of said Brightwell tract and the East line ofthe remainder of said Fisher tract, a distance of 151.27 feet to a set 1/2 inch iron rod withK.L.K. #4687 cap at the Northwest corner of tract herein described, from which a 1/2 inchiron rod found at the Northwest corner of said Brightwell tract and the Northeast corner ofsaid Fisher tract remainder bears N 05°084$” E, a distance of 10.94 feet;

(4) THENCE N 87°42’16” E, a distance of 289.80 feet to the POINT OF BEGINNING,containing 0.999 acres (43,500 square feet) of land, more or less.

Parcel $07Integrated Pipeline Project

Page 2 of4



I do certify on this 2nd day of January, 2013 to WFG 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 for Titleissued by WFG National Title Insurance Company, with an effective date of November 30,2012, issued date of December II, 2012, GF # l0938.TFT affecting the subject property andlisted in 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.


Kevin i.L ilgoreRegistere r sional Land SurveyorTexas Registration Number 4687

Dated: Liii —13


- P

JOSE CHIRINOABSTRACT

PL PARCEL 805REMAINDER OF

STEPHEN W. FISHER ANDWFE. CHRISTINE K. FISHER

VOL. 1279, PG. 291R.P.R.A.C .T

IPL PARCEL 808RAY LOUIS HOLSOMOACK

VOL. 1941, PG. 229O.P.R.A.C.T

IPL PARCEL 809MRS. ELIZABETH BURRIS

VETERANS LAND BOARD CE TEXASVOL. 896, PG. 495

D.R,A.C .T


0 = 1/2” IRON ROD SET WITH K.L.K. #4687 CAP 200

-0- POWER POLE

6712 PALUXY DRIVETYLER, TX 75703 -

(903) 551—7800 (TEL)(903) 581—3756 (FAX)

100 0 200

PRINTW ON: SHEET TITLE0110212013 r ‘.i r rr ‘ A1:20:56 LA ID II

SEGMENT 19—1, PARCEL 807DAVID BRIGHTWELL AND WIFE,

.JACKIE BRICHIWELL

PROJECTPROJ ND: 201012P807 INTEGRATED PIPELINE PROJECTSCALE: 1”_=_200DATE: 01—02—2013 BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM,DRAWN BY: RTW NORTH C ENTRAL ZONE (4202) NORTH A)ERICAN DATUM NAOB3 (2007)CHECKED BY: RN WITH ALL DISTANCES ADJUSTED TO SURFACE BY PROJECT COMBINEDREV1SED DATE: SCALE FACTOR 0.9999804020.

N

-U.

W.R. HOLSOMBACK SURVEYABSTRACT 1000

P.O_C

1/2’ IRFN 8T43’4O EE

N: 6.719,710.269_jW N 87’42289.80 2.887,707.980

SU RVEYTiçRID)

168 -i

S 87’42’1’ W— — —, S

292.20 PARCEL 8070.999 AC.

‘ 43,500 SQ. FT.(0

STRUCTURE

; I00

10 t()Iip J-t LINE TABLEID

I DAVID BRIGHTWELL 1AND ,WIFE, JACKIE BRIGHtWELL

‘VOL. 1334, PG. 699’I 0.P.R.A.C.T. I

1/2” 4CALLED 5.00 AC. N..,.

0 %..1/2 RF

NO BEARING DISTANCELi S 04’59’46” W 10.82’L2 S 04’59’46” W 151.22’L3 N 05’08’48” E 151.27’L4 N O5’08’48° E 10.94’

LEGEND

/

c

NOTE: NO KNOWN UNDERGROUND UTILITIES— (12/18/2012)

GRAPHIC SCALE IN FEET1”2OO’


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 Kelleher seconded

the motion and the vote in favor was unanimous.

19.

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 $120,200. Funding for this acquisition is included in the Bond

Fund.

Permanent easement interests across a 7.7928-acre tract of land anda 1.8612-acre tract of land located in the Bluford Shankle Survey,Abstract No. 728, Henderson County, Texas, together with apermanent easement interest across a 2.8143-acre tract of landlocated in the Bluford Shankle Survey, Abstract No. 728, HendersonCounty, Texas, and in the Bluford Shankle Survey, Abstract No. 475,Kaufman County, Texas, said tracts of land being portions of thosesame tracts of land conveyed to Rebecca R. Homer, Trustee of theRebecca R. Homer Revocable Living Trust by deeds recorded inCounty Clerk’s Instrument No. 2015-00016983, Official Public Records,Henderson County, Texas, and in Volume 2127, Page 825, DeedRecords, Henderson County, Texas, and Volume 4946, Page 493, DeedRecords, Kaufman County, Texas, and being further described in thesurvey plats attached hereto.

Parcel 39Cedar Creek

Water Pipeline Easement and Right-of-wayPage 1 of4


BEING a 7.7928 acre tract of land located in the Bluford Shankle Survey, Abstract No. 728, HendersonCounty, Texas, said 7.7928 acre tract of land being a portion of those same tracts of land conveyed toREBECCA R. HORNER TRUSTEE OF THE REBECCA R. HORNER REVOCABLE LIVINGTRUST by deeds recorded in County Clerk’s Instrument No. 2015-00016983, Official Public Records,Henderson County, Texas (O.P.R.H.C.T.), and in Volume 2127, Page 825, Deed Records, HendersonCounty, Texas (D.R.H.C.T.), said 7.7928 acre tract of land being a variable width Water PipelineEasement and Right-of-way and being more particularly described by metes and bounds as follows:

BEGINNING at a 1/2-inch iron rod with cap stamped “Spooner & Associates” set (hereinafter referredto as an iron rod set) on the east property line of the said Homer tract (2 127/825), same being on the westproperty line of that certain tract of land conveyed to Robert Heather by deed recorded in Instrument No.2013-00007271, O.P.R.H.C.T., said beginning point being located South 00° 53’ 24” East, a distance of17.27 feet from the northeast property corner of the said Homer tract (2127/825), said beginning pointhaving a grid coordinate of N:6,820,077.90 and E:2,623,5 14.97;

THENCE South 00° 53’ 24” East, along the said property lines, a distance of 100.02 feet to an iron rodset from which the southeast property corner of the said Homer tract (2 127/825) bears South 00° 53’ 24”East, a distance of 1,892.70 feet;

THENCE departing the said property lines, over and across the said Homer tracts, the following coursesand distances:

North 89° 33’ 53” West, a distance of 30.43 feet to an iron rod set;

South 89° 31’ 24” West, a distance of 1,130.98 feet to an iron rod set;

North 32° 18’ 52” East, a distance of 47.58 feet to an iron rod set;

South 89° 31’ 24” West, a distance of 598.48 feet to an iron rod set;

South 33° 39’ 23” West, a distance of 1,034.87 feet to an iron rod set;


SOUTH, a distance of 42.31 feet to an iron rod set;

South 33° 39’ 23” West, a distance of 1,153.29 feet to an iron rod set on the south property line of the

said Homer tract (2015-00016983), same being the north property line of that certain tract of land

conveyed to The Heather Revocable Living Trust by deed recorded in Volume 1975, Page 767,

D.R.H.C.T., from said iron rod the said southeast property comer of the Homer tract (2 127/825) bears

South 89° 59’ 51” East, a distance of 2,993.05 feet;


Water Pipeline Easement and Right-of-wayPage 2 of 4

THENCE North 89° 59’ 51” West, along the said property lines, a distance of 120.13 feet to an iron rodset;


North 33° 39’ 23” East, a distance of 2,376.49 feet to an iron rod set;


South 89° 33’ 35” East, a distance of 28.91 feet to the POINT OF BEGINNING.

The hereinabove described tract of land contains a computed area of 7.7928 acres (339,455 square feet)of land, more or less.

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:6,2$0,412.879 E:2,638,417.218 by a projectcombined scale factor of 0.99993245856.


//

//

/

/S16°49’4157.17SOUTH /

42.31

THE HEA THER REVOCABLE LIWNG TRUSTVOL. 1975, PG. 767,

D. R.K C. T.

LUF

P.0.8. = POINT OF BEGINNING

EXHIBIT B =

VARIABLE WIDTH ROAD EASEMENTBY SEPARATE INSTRUMENT

EXHIBIT C =

VARIABLE WIDTH POWERLINE EASEMENTBY SEPARATE EASEMENT

0 1/2-INCH IRON ROD WITH CAPSTAMPED “SPOONER & ASSOC.” SET

APPROX. LOCATION OF —.<‘

SURVEY LINES

PROJECT CEDAR CREEKFINISHED WATER PIPELINE

KAUFMAN COUNTY

HENDERSON COUNTYPROPERTY--V

LINE

REBECCA R. HORNER TRUSTEE OF THE BEN K LACY

yro REBECCA R. HORNER REVOCABLE LIVING TRUST VOL. 1748 PG. 784,VOL. 4946, PG. 493, / D.R.K.C.T

APPROX. LOCATION OF

_______ _______

- D.R..T_ __N89°31’24”E — 1,736.30’UR\Y&COUNTY LINE —

_______

—

_______

—

______ ____

/

I ‘, m LS89°31’24’W COUNTY ROAD NO 4072 L2

/ 4 >< 598.48’ (VARIABLE WIDTH R.O.W.)

/‘ W ., PR0PERTY--

/ / / LINE

/ // /

/

JOHN MICHAEL LACY—JVOL. 3370, PG. 310. j

D.R.KC.T. L5.’,i.j.

REBECCA R. HORNERTRUSTEE OF THE

REBECCA I?. HORNER REVOCABLELIVING TRUST

VOL. 2727, PG. 825, D.R.H.C.T. &INS. No. 2075-00016983, O.P.R.H.C.T

/I

EXHIBIT ‘A” -

VARIABLE WIDTHWA TER PIPELINE EASEMENT

AND RIGHT-OF-WAY7.7928 ACRES (339,456 S.F.)

(SHADEDZ”\\

0 200’ 400’

GRAPHIC SCALE IN FEET

1” = 400’

.N.E.C. -

.2727/825EXHIBIT “B”/1

r EXHIBIT “C”iVIll

/

LINE TABLE

//L4

NO.

II

DIRECTION

‘1hi

INSET(N. T.S.)

DIST.

N:6,820,077. 90E:2,623,574. 97

LI S00°53’24”E 100.02’

L2 N89°33’53”W 30.43’

L3 N32’18’52”E 47.58’

L4 N89°59’51”W 120.13’

L5 S89°33’35”E 28.91’

L6 S0O°53’24”E 77.27’ 4LINE

ONER&ASSOCIATh

•ECdUhLo FOfl35aO,W 1MM1YflVM

SPOONER AND ASSOCIATES, INC.309 BYERS STREET, SUITE 100EULESS, TEXAS 76039TEL 81 7-685-8448

,ANIIL 5Y1LUMWSSU/QViYSTCTNL I37


0- .-i kOF

t’ * c,

ERIC S. SPOONER

‘° 5922 •./

TSP 0. 00549

PROJ NO: 09-066-3SCALE: 1’ 100’DATE: 06107/2013DRAWN BY: R.W.B.CHECKED BY: E.S.S.

SHEET TITLE EXHIBIT “A”PARCEL 39

REBECCA R. HORNER, TRUSTEE OF THREBECCA R HORNER REVOCABLE LIVING T

REVISED DATE: 10/06/2016

BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM, NORTH CENTRAL ZONE (6202) NORTH AMERICAN DATUM(NAD83)f 2007) WITH ALL DISTANCES SCALED FROM N6,820,412,879, 6:2,638.417218 BY A PROJECT COMBINED SCALE FACTOR OF 0 99993245856

PG.


Water Pipeline Easement and Right—of—wayPage 4 of 4

I do certify on this 2nd day of May, 2016, to Fidelity National Title Insurance Company, and TarrantRegional 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 ol the Texas Society of Professional SurveyorsStandards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundariesand 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 andother matters of record as listed in Schedule B of the Commitment for Title issued by Fidelity NationalTitle Insurance Company, with an effective (late of November 30, 2015, affecting the subject property.

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, anti (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.

Eric S. Spo er DateERIC S. SPOONER

Spooner and Associates. Inc.5922

Registered Professional Land Surveyor.

Texas Registration Number 5922 SUR’TBPLS Firm No. 10054900

EXHIBIT “A-I”

lOb. Easement dated 11/17/78 from Carroll Dyson & Rebecca R Dyson to West Cedar Creek Municipal

recorded in Vol. 870, Page 169, D.R.H.C.T. (Subject tract is a portion a/the property described within

said document, Easement describes a 15’ strip of land centered on the pipeline as installed. The

5urveyor did not observe surface evideiicc’ 0/dill existing pipeline(s) location.

iDe. Oil & Gas Lease dated June 22, 1980 from Rebecca R. Homer to Buckingham Oil Co., recorded in

Volume 1326, Page 802. D.R.H.C.T. (Subject tracY is a portion o/the property described i’ittzin said

document)


Electrical Easement and Right -Of-Way- Pagelof4

EXHIBIT “B”Property Description

BEING a 1.86 12 acre tract of land located in the Bluford Shankle Survey, Abstract No. 728, HendersonCounty, Texas, said 1.8612 acre tract of land being a portion of those same tracts of land conveyed toREBECCA R. HORNER TRUSTEE OF THE REBECCA R. HORNER REVOCABLE LIVINGTRUST by deeds recorded in County Clerk’s Instrument No. 2015-00016983, Official Public Records,Henderson County, Texas (O.P.R.H.C.T.), and in Volume 2127, Page 825, Deed Records, HendersonCounty, Texas (D.R.H.C.T.), said 1.86 12 acre tract of land being a variable width Electrical Easementand Right -Of-Way and being more particularly described by metes and bounds as follows:

BEGINNING at a 1/2-inch iron rod with cap stamped “Spooner & Associates” set (hereinafter referredto as an iron rod set) at the northwest property corner of the said Homer tract (2127/825), same being thenortheast property corner of the said Homer tract (2015-00016983), same being the southeast propertycorner of that certain tract of land conveyed to Rebecca R. Homer Trustee of the Rebecca R. HomerRevocable Trust by deed recorded in Volume 4946, Page 493, Deed Records, Kaufman County, Texas(D.R.K.C.T.), same also being the southwest property corner of that certain tract of land conveyed to BenK. Lacy by deed recorded in Volume 1748, Page 184, D.R.K.C.T., said beginning point having a gridcoordinate of N:6,820,089.06 and E:2,623 ,395 .86;

THENCE North 89° 41’ 14” East, along the north property line of the said Homer tract (2127/825),same being the south property line of the said Lacy tract, a distance of 35.62 feet to an iron rod set;







SOUTH, a distance of 1,016.15 feet to an iron rod set on the south property line of the said Homer tract,

same being the north property line of that certain tract of land conveyed to The Heather Revocable Living

Trust by deed recorded in Volume 1975, Page 767, D.R.H.C.T., from said iron rod the southeast property

corner of the Homer tract (2 127/825) bears South 89° 59’ 51” East, a distance of 2,273.88 feet;

THENCE North 89° 59’ 51” West, along the said property lines, a distance of 30.00 feet to an iron rod

set;


Electrical Easement and Right -Of-WayPage 2 of 4


NORTH, a distance of 1,020.58 feet to an iron rod set;


North 330 39’ 23” East, a distance of 974.92 feet to an iron rod set;

North 610 35’ 23” East, a distance of 42.33 feet to an iron rod set;

North $90 31’ 24” East, a distance of 491.86 feet to an iron rod set on the southeast property line of thesaid Homer tract (2015-00016923), same being the northwest property line of the said Homer tract(2127/225);

THENCE 32° 18’ 52” East, along the said property lines, a distance of 142.76 to the POINT OFBEGINNING.

The hereinabove described tract of land contains a computed area of 1.8613 acres (81,076 square feet)of land, more or less.

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.$79 E:2,63$,4l7.218 by a projectcombined scale factor of 0.99993245856.

NO.

Li

L2

L3

01ST.

35.62’

178.33’

500,75’

491.86’

142.76’

KAUFMAN COUNTY REBECCA R. HORNER TRUSTEE OF THE I BEN K. LACY JOHN MICHAEL LACYLUfO1D flMNKLESU[WtW REBECCA R. HORNER REVOCABLE LIVING TRUST P.O.B. VOL. 7748, PG. 184, VOL. 3370, PG. 310,

475 VQL.494P& 493, ‘°089,06 %\j fLI D.R.K.C.T. D.R.K.C.T.

APPROX.LOCATIONOF

____

— . . . ‘z —

/

__________________________

LJRY & COUNTY LINE Tii6l°3523’ E ‘A “/ EXHIBIT A / N

PROPERTY- 42.33’S——.-—— ‘ -----——-—- —--L-—-’ ‘HENDERSON COUNTY LINE / / I

//‘ , ,, ‘Tn COUNTY ROAD NO. 4072REBECCA R. HORNER / 5613523 W (VARIABLE WIDTh R.O.W.)

TRUSTEE OF THE / 4”

REBECCA R. HORNER REVOCABLE /,%D’ / / d

LIVING TRUST/

r<f4 /VOL. 2127, PG. 825, D.R.H.C.T. & / /INS. No. 2075-00076983, Q.P.R.H.C. T. /

/4

/////4” .WF’

N16°49’34”E / / , / /27.78’

./

E“—“B’T “ “ /“v’ I /

I S76°49’34”WVARIABLE WIDTH‘ I io’ELECTRICAL EASEMENT “

/ I / LINE TABLE

AND RiGHT-OF-WA Y ‘1.8672 ACRES (81,072 S.F.) / / L /

(SHADED) / / ‘

________

PROPERTY—/ / LINE

/ / C IC”

/ /

/ 7 1 1s.?/7.

/ / iii4’, / /

“4_.., / ID0 200’ 400’

/ . /_I

________ _____

GRAPHIC SCALE IN FEET //7 EXHIBIT “Ca APPROX. LOCATION OF

1” 400’ // /$89°59’51E—2,273.88’ SURVEY LINES —

PROPERTY LN89”59’51”wP.0.8. = POINT OF BEGINNING 30.00’ —

PRO] NO: 09-086-3SCALE: 1”100’

_________________________________________

DATE; 06107/2013DRAWN BY: R,W.B.CHECKED BY: E.S.S.

NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT. REVISED DATE: 10/04/2016

L4

L5

DIRECTION

N89°41’14”E

S321 8’52W

S89°31’24’W

N893 1 ‘24E

N32°18’52”E

CEDAR CREEKPROJECTFINISHED WATER PIPELINE

BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM(NAD83)f2007) WITH ALL DISTANCES SCALED FROM N:6,820,412879, E:2,638,417.218 BY A PROJECT COMBINED SCALE FACTOR OF 0 99993245856

EXHIBIT AVARIABLE WIDTH PIPELINE EASEMENTBY SEPARATE EASEMENT

EXHIBIT B =

VARIABLE WIDTH ROAD EASEMENTBY SEPARATE INSTRUMENT

0= 1/2-INCH IRON ROD WITH CAPSTAMPED “SPOONER & ASSOC.” SET

4THE HEA THER REVOCABLE LIVING Nfl’L 0. UW/ Surn’iW

VOL. 1975, PG 767, D.R.H. C. r micra 37

SPOONER&ASSOCIATEC

,,cAs’,Rfono,n4cN.tL..g,sonrp

SPOONER AND ASSOCIATES, INC.309 BYERS STREET, SUITE 100EULESS, TEXAS 76039TEL 817-665-6448

0--l

ERIC S. SPOONER

922(‘.• .......O

TBPL . 10054900

SHEET TITLE EXHIBIT “B”PARCEL 39

REBECCA R. HORNER, TRUSTEE OF THREBECCA R. HORNER REVOCABLE LIVING 1


Electrical Easement and Right -Of-WayPage 4 of 4

I do certify on this 2nd day oi May, 2() 16, to Fidelity National Title Insurance Company, and TarrantRegional 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 Professional SurveyorsStandards and Specifications ft)r a Category 2, Condition IV Survey, and accurate as to the boundariesand 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 andother matters of record as listed in Schedule B ot’ the Commitment for Title issued by Fidelity NationalTitle Insurance Company, with an effective date of November 30. 2015, affecting the subject property.

Except as shown on the survey: 0) 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 pi’operty, and (iii) there are no visibleconflicts or discrepancies.


/o%/Eric S. Sp ncr Date 5922

. /c_ O.Spooner and Associates. mc,Registered Professional Land Surveyor S U

Texas Registration Number 5922TBPLS Firm No. l0t)5490C)

EXHIBIT “B-I”

lOb. Easement dated 1111717$ from Carroll Dyson & Rebecca R Dyson to West Cedar Creek Municipal

i ccoi cled in Vol 870 Page 1 69, D R H C T (Stibjc t t Ii itt 1 1 a pot tiofl of I/U? projN t ti di St I thed ti tthm

said dot tunent, Easement describes a 15 strip of toad centered on the pipeline cis installed. The

Surveyor cliii not observe surfitce evidence of an existing pipeline(s) location.

lOc. Oil & Gas Lease dated June 22. 19%t) from Rebecca R. Homer to Buckingham Oil Co., recorded in

Volume 1326, Page 802, D.R.FI.C.T. (Subject tract is a portion of the property described within said

document)


Access Easement and Right-Of-WayPage 1 of4

EXHIBIT “C”Property Description

BEING a 2.8 143 acre tract of land located in the Bluford Shankle Survey, Abstract No. 728, HendersonCounty, Texas, and in the Blueford Shankle Survey, Abstract No. 475, Kaufman County, Texas, said2.8 143 acre tract of land being a portion of those same tracts of land conveyed to REBECCA R.HORNER TRUSTEE OF THE REBECCA R. HORNER REVOCABLE LIVING TRUST by deedsrecorded in County Clerk’s Instrument No. 2015-00016983, Official Public Records, Henderson County,Texas (O.P.R.H.C.T.), Volume 2127, Page 825, Deed Records, Henderson County, Texas (D.R.H.C.T.),and Volume 4946, Page 493, Deed Records, Kaufman County, Texas (D.R.K.C.T.), said 2.8143 acretract of land being a variable width Access Easement and Right-Of-Way and being more particularlydescribed by metes and bounds as follows:

BEGINNING at a 1/2-inch iron rod with cap stamped “Spooner & Associates” set (hereinafter referredto as an iron rod set) at the northwest property corner of the said Homer tract (2 127/825), same being thenortheast property corner of the said Homer tract (2015-00016983), same also being the southeastproperty corner of the said Homer tract (4946/493), said beginning point having a grid coordinate ofN:6,820,089.06 and E:2,623,395.86;

THENCE South 32° 18’ 52” West, along the northwest property line of the said Homer tract (2127/825),same being the southeast property line of the said Homer tract (2015-00016983), a distance of 142.76feet to an iron rod set;





South 16° 49’ 34” West, a distance of 27.7$ feet to an iron rod set;

SOUTH, a distance of 1,020.58 feet to an iron rod set to the south property line of the said Homer tract(2127/825), same being the north property line of that certain tract of land conveyed to The HeatherRevocable Living Trust by deed recorded in Volume 1975, Page 767, D.R.H.C.T., from said iron rod thesoutheast property corner of the Homer tract (2 127/825) bears South 89° 59’ 51” East, a distance of2,303.88 feet;

THENCE North 89° 59’ 51” West, along the said property lines, a distance of 50.00 feet to an iron rodset;


Access Easement and Right-Of-WayPage 2 of 4


NORTH, a distance of 1,002.31 feet to an iron rod set;





North 32° 18’ 52” East, a distance of 195.37 feet to an iron rod set to the east property line of the saidHomer tract (4946/493);

THENCE South 01° 12’ 17” West, along the said property line, a distance of 96.77 feet to the POINT

OF BEGINNING.

The hereinabove described tract of land contains a computed area of 2.8143 acres (122,578 square feet)

of land, more or less.

NOTE: Basis of Bearings is the Texas State Plane Coordinate System, North Central Zone (4202) North

American Datum (NAD83)(2007) with all distances scaled from N:6,280,412.879 E:2,638,417.21$ by a project

combined scale factor of 0.99993245856.


EXHIBIT “C” —

VARIABLE WIDTHACCESS EASEMENTAND RIGHT-OF-WAY

2.8143 ACRES (122,593 S.F.)(SHADED)

‘4.’

-1’

0 200’ 400’

GRAPHIC SCALE IN FEET /1”4OO’ /

/ /

PROPERTYLINE

RLCA!,U1D flWBMONAL,

SPOONER AND ASSOCIATES, INC.309 BYERS STREET, SUITE 100EULESS, TEXAS 76039TEL 817-685-8448PROJ NO: 09-086-3SCALE: 1’ = 100’DATE: 06/0712013DRAWN BY: R.W.B.rr.icn v-

- REBECCA R. HORNER TRUSTEE Of THE BEN K. CY

KAUFMAN COUNTY-, REBECCA R. HORNER REVOCABLE LIVING TRUST VOL. 7748, PG. 784,

VOL. 4946, PG. 493, D.R.K.C.T.

APPROX. LOCATION OFD.R.K.C.T. L3— .3/ N89”41’74”E-1,118.94’

RY&COUNTYLINE —— L2 - 1 - -1PROPERTY - /

P.O.B. 7-EXHIBIT “A”—’

HENDERSON COUNTY LINE‘ N:6,820,089.06 — — —

S89 31,24 W E.2,623,395.86

561 °35’23”W (VARIABLE WIDTH R.O.W.)REBECCA I?. HORNERTRUSTEE OF THE

REBECCA R. HORNER REVOCABLELIVING TRUST

VOL. 2127, PG. 825, D.R.H.C.T &INS. No. 20 75-00076983, O.P.R.H.C. T

-t4233’

//

/ ILUFO SHJ

SI 6°49’34’W27.78’

///

//

//

—— EXHIBIT “B”/

I?‘1’

ID0

1(1)

C.,c’iCC

I

0z

//

//

/

//

//

//

LINE TABLE

NO. DIRECTION DIST.

Li S32’18’52”W 142.76’

L2 N89”31’24”E 488.49’

L3 N60”51’53”E 26.07’

L4 N32”18’52”E 195.37’

L5 S0112’17”W 96.77’

/ :.. ii

PROPERTYLINE \

APPROX. LOCATION OF —-

SURVEY LINESS89°59’51”E —2,303.88’

-f- THE HEATHER REVOCABLE LIVING TRUST

LN89°59’51 “w VOL. 1975, PG. 767,D.R.K. C. T.I’P.O.B. = POINT OF BEGINNING

EXHIBIT AVARIABLE WIDTH PIPELINE EASEMENTBY SEPARATE INSTRUMENT

EXHIBIT C =

VARIABLE WIDTH POWERLINE EASEMENTBY SEPARATE EASEMENT

0 = 1/2-INCH IRON ROD WITH CAPSTAMPED “ SPOONER & ASSOC.” SET


I Y1LLAWSSUV/WSTh’ACTN 237

SHEET TITLE EXHIBIT “C”PARCEL 39

REBECCA R. HORNER, TRUSTEE OF THREBECCA R. HORNER REVOCABLE LIVING•ERIC S. SPOONER

o 221’•• .• •..‘o

TBPL 0. 10054900

CEDAR CREEKPROJECTFINISHED WATER PIPELINE

BASIS OF BEARING IS THE TEXAS STATE PLANE COORENATESYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM(NADB3)(2007) WITH ALL DISTANCES SCALED FROM N8,820,412879, E:2.638,417.218 BY A PROJECT COMBINED SCALE FACTOR OF 0 99903245858REVISED DATE: 1010612016


Access Easement and Right-Of-WayPa%e 4 of 4

I do certify on this 2nd day of May, 2016. to Fidelity National Title Insurance Company, and TarrantRegional 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 Professional SurveyorsStandards and Specifications for a Category 2, Condition IV Survey, and accurate as to the boundariesand 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 nghts—ol—way and the rights—of—way, easements andother mattel’s of record as listed in Schedule B of the Commitment for Title issued by Fidelity NationalTitle Insurance Company. with an effective date of November 3t), 2015, 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 property,streets or alleys by any visible improvements on the subject property, and (iii) there are no visibleconflicts or discrepancies.


- OF

Eric S. Spot r Date 5922 7Spooner and Associates. Inc. 1°’ess 0O1

Registered Professional Land SurveyorTexas Registtation Number 5922TBPLS Firm No. 1005490t)

EXHIBIT “C-I”

lob. Easement dated 11/17/78 from Carroll Dyson & Rebecca R Dyson to West Cedar Creek Municipal

recorded in Vol. 870, Page 169, D.R.H.C.T. (Subject tract is a portion a/the propcr1’ described within

.caid document. Easement describes a 15’ strip of/and centc’red on the pipeline as installed. TheSun’evor did lint obserre surfttce evidence ojan c’.vist111 pipeline(s) location.

)t)c. Oil & Gas Lease dated June 22. 1980 from Rebecca R. Homer to Btickingham Oil Co., recorded in

Volume 1326. Page 802, D.R.H.C.T. (Subject tract is a portioli a/the property ctescrthed withiii said

document)

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

unanimous.

20.

There were no future agenda items approved.

21.

The next board meeting was scheduled for November 15, 2016.

22.

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

adjourned.

President Secretary

Documents

Present Victor W. Henderson Jack R. Stevens Marty V ... Code, Section 551.071 to Consult with Legal Counsel on a Matter in Which the Duty of Counsel Under the Texas Disciplinary Rules