CORRECTED MINUTES OF A MEETING OF THE BOARD OF ...

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

HELD ON THE 20th DAY OF OCTOBER 2015 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 Season, Linda

Christie, Wesley Cleveland, Randall Cocke, Brenda Fry, Jason Gehrig, Rachel Ickert,

Nancy King, Chad Lorance, David Marshall, Sandy Newby, and Ed Weaver.

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

Water District (Water District); Lee Christie, Ethel Steele, Hal Ray and Jeremy Harmon of

Pope, Hardwicke, Christie, Schell, Kelly & Ray LLP; Coy Veach and Rusty Gibson of

Freese and Nichols, Inc.; David Medanich and Laura Alexander of First Southwest; Don

McDaniel of TMG Imaging; Terry Lowery from the City of Dallas Water Utilities; Robbi

Jones of Kipling Jones & Company; Rheft Brady of J.P. Morgan; Michael Olson of CDM

Smith; Alan Raynor of McCall, Parkhurst and Horton, LLP; Andra Beàtty of Andra Beatty

Real Estate; Dev Chelliah of HVJ Associates, Inc.; Bill Paxton of Trinity River

Communications—JV; Royce Westand Nicole CollierofWestandAssociates, LLP; Jake

Lane.

President Henderson convened the meeting with the assurance from management

that all requirements of the “open meetings” laws had been met.

1.

All present were given the opportunity to join in reciting the Pledge of Allegiance.

2.

On a motion made by Director Stevens and seconded by Director Leonard, the

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

15, 2015. It was accordingly ordered that these minutes be placed in the permanent files

of the Tarrant Regional Water District.

3.

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

resolution authorizing the issuance, sale, and delivery of Tarrant Regional Water District,

a Water Control and Improvement District, Water Transmission Facilities Contract

Revenue Bonds (City of Dallas Project), Series 2015, pledging revenues for the payment

of the bonds, and authorizing other instruments and procedures relating thereto. Director

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

4.

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

resolution authorizing the issuance, sale, and delivery of Tarrant Regional Water District,

a Water Control and Improvement District, Water Revenue Bonds, Series 2015a,

pledging revenues for the payment of the bonds, and authorizing other instruments and

procedures relating thereto. Director Stevens seconded the motion and the vote in favor

was unanimous.

5.

With the recommendation of management1 Director Leonard moved to approve the

capital expenditures as noted below.

AmountProject VendorApproved Budget

ITS No. 16-003 314 Ton 4W0 Ext Cab SWB Five Star Chevrolet, of$28687.50 RevenuePickup - Unit 2-346 Carrollton, Texas

(TB No. 16-004 3/4 Ton 4WD Ext Cab SWB Five Star Chevrolet, of$28,687.50 RevenuePickup - Unit 2-353 Carrollton, Texas

ITB No. 16-005 1/2 Ton 4WD Crew Cab SWB Cowboy Motor Company,$2909534 RevenuePickup - Unit 2-347 Silsbee, Texas

ITS No. 16-006 112 Ton 4WD Crew Cab SWS Cowboy Motor Company,$29,096.34 RevenuePickup - Unit 2-354 Siisbee, Texas

TB No. 16-007 1/2 Ton 4WD Crew Cab SWB Cowboy Motor Company, $29,096.34 RevenuePickup - Unit 2-357 Silsbee, TexasITB No. 16-008 1/2 Ton 2WD Crew Cab SWB Cowboy Motor Company,

$25,619.74 RevenuePickup - Unit 2-349 Silsbee, TexasITS No. 16-009 1/2 Ton 2W0 Ext Cab SWB Five Star Chevrolet, of

$22,255.50 RevenuePickup - Unit 2-351 Carrollton. TexasSilsbee Ford,

ITS No. i6-&10 1 Ton 4WD Ext Cab & Chassis Silsbee, Texas$42,253.90 RevenueW/Utility Bed - Unit 2-350 General Truck Body

Mfg._CompanySilsbee Ford,

ITS No. 16-011 1 Ton 4WD Ext Cab & Chassis Silsbee, Texas$42,253.90 RevenueW/Utility Bed - Unit 2-355 General Truck Body

Mfg._CompanySilsbee Ford,

(TB No. 16-012 314 Ton 2WD Ext Cab & Silsbee, Texas$37444.34 RevenueChassis W/Utility Bed - Unit 2-348 General Truck Body

Mfg._Company

Asphalt for Marine Creek Trailhead Reynolds Asphalt $117,295.92 General

Funding for these items is included in the Fiscal Year 2016 General and Revenue

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

6.

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

amendment to the contractwith HDR Engineering, Inc. for an additional cost not to exceed

$246,000 to include cathodic protection engineering services for the bid and construction

phases of the IPL Section 10. 11 and JB4 Bypass project. With this amendment, the

revised value of the Contract will be $12,865,107. Funding for this amendment is included

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

with Directors Henderson, Leonard, Lane and Stevens in favor and Director Kelleher

against.

7.

With the recommendation of management, Director Leonard moved to approve

Task Order Contract and Task Order No. I with Mas-Tek Engineering & Associates for

construction materials inspection & testing (CMIT) services for the IPL Joint Booster

Pump Station 3 High Voltage Substation (JB3HV). The total Task Order Contract will be

for a not to exceed amount of $74,642 and Task Order No. I for basic services will be in

the amount of $62,217. Funding for this Task Order Contract and Task Order No. 1 is

included in the Bond Fund. Director Lane seconded the motion and the vote in favor was

unanimous.

8.

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

contract with Arcadis for Phase 2 of the Asset Management and SCADA Decision Support

Tools Project in the not to exceed amount of $1,639,000. This contract will allow the

development of a formal asset management plan for the District’s water supply delivery

system and SCADA decision support tools on a time and materials basis. Funding for this

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

in favor was unanimous.

9.

With the recommendation of management, Director Stevens moved to approve

four contract modification requests (CMRs) with Quest Civil Constructors, Inc. in the

amount of $58,045. These modifications are for the construction of a drain system

upgrade at Cedar Creek Dam.

The current contract value is $9,094,109 and approval of the CMRs will bring the

new contract value to $9,152,154. Funding for these modifications is included in the Bond

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

10.

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

close out of a contract with DCI Contracting and release of retainage in the amount of

$31,450 for acquisition and installation of Cedar Creek and Richiand-Chambers

Reservoirs intake structures access bridges. Funding for this item is included in the Bond

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

11.

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

contract with Kellogg, Brown and Root in the not to exceed amount of $197522 for

electrical engineering design services for the replacement of the Waxahachie RC3L pump

station variable frequency drives (VFDs) for the Fort Worth and Eagle Mountain

Operations. Funding for this item is included in the Bond Fund. Director Stevens

seconded the motion and the vote in favor was unanimous.

12.

Staff Updates

• 2015 Trinity River Trash Bash Video

• Update on System Status

13.

There were no persons from the general public requesting the opportunity to

address the Board of Directors.

The Board of Directors recessed for a break from 10:17 a.m. to 10:30 a.m.

14.

The presiding officer next called an Executive Session at 10:30 am. under

V.T.C.A., Government Code, Section 551.071 to Consult with Legal Counsel on a Mailer

in Which the Duty of Counsel Under the Texas Disciplinary Rules of Professional Conduct

Clearly Conflicts with Chapter 551, Texas Government Code, and to Conduct a Private

Consultation with Attorneys Regarding Pending or Contemplated Litigation (Monty

Bennett v. Tarrant Regional Water District, Cause No. 153-264899-13, in the 153rd

District Court of Tarrant County, Texas, Cause No. 02-13-00354-CV, in the Second Court

of Appeals, Fort Worth, Texas and Cause No. 15-0030 in the Supreme Court of Texas;

Tarrant Regional Water District v. Lazy WDistrict No. 1, et at, Cause No. 2014C-0144 in

the 3rd 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; Tarrant Regional Water District v. Ann

Duckett Reed, et at, Cause No. 15-C-3443 in the County Court at Law No. 1 of Ellis

County, Texas; and under Section 551.072 to Deliberate the Purchase, Exchange, Lease

or Value of Real Property. Upon completion of the executive session at 10:57 a.m,, the

President reopened the meeting.

15.

With the recommendation of management and General Counsel, Director Lane

moved to approve the proposed settlement of claims in the Reed Lawsuit. The District

condemned the property owned by Ann Duckeft Reed and Reed Land Management Ltd.

and in which Todd Kimbrell has a leasehold interest Through negotiations, a tentative

settlement was reached to resolve the claims of the landowners and leaseholder in the

lawsuit. The tentative settlement is supported by the District Staff and General Counsel.

Funding for this settlement is included in the Bond Fund. Director Stevens seconded the

motion and the vote in favor was unanimous.

16.

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

request to execute a weilbore subsurface easement between the District and O’Ryan Oil

and Gas. The purpose of the oil and gas well is to drill from a surface location on the east

side of Cedar Creek Lake to a bottom hole location under the lake. ORyan will pay the

District $10,000 upon signing the subsurface easement and thereafter $50,000 per year

beginning the year after first production and adjusted upward by the Consumer Price

Index. Funding for this item is induded in the Revenue Fund. Director Kelleher seconded

the motion and the vote in favor was unanimous.

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17.

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

of a 71.44 square foot encroachment, more or less, located in the T. Mitchell Survey, A-

488, Henderson County, Texas and beneath a residential improvement encroaching on

land owned by the District below the 325 M.S.L. elevation on Cedar Creek Lake,

Henderson County, Texas to Lewis and Glenda Haskins. The District will reserve all

mineral rights and a fiowage easement, and payment by Mr. and Mrs. Haskins will be the

value of the subject property determined by the broker and the permit fee.

EXHIBIT “A”FIELD NOTES

71.44 SQ Fr t MITCHELL SURVEY

PART OF TRWD TRACT ABSTRACT No. 488

HENDERSON COUNTY, TEXAS

BEING ALL TEAT CERTAIN LOT TRACT OR PARCEL OF LAND LOCATED eq ThE t MITCHELL SURVEY,4482, HENDERSON COUNTY, TEXAS, BEING PART OF TUE TRWD TRACt ADJACENT TO LOT 16, BLOCK7, OF ThADE WINDS AnumoN SECOND FILING, ACCORDING TO TUE FLAT RECORDED IN VOLUME 3,PAGE 14, CABINET A, SLIDE 195 OF THE FIAT RECORDS, HENDERSON COUNTY, TEXAS. SAID LOTTRACt OR PARCEL OF L4ND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING at a sir iron rod found at the southwest corner of Lot 17, the southeast corner of Lot 16, being thePlatted 325’ Elevation of Cedar Creek Lake;

THENCE, N 89’ 55’ 00” V, 29.79 feet along the Platted 325’ Elevation of Cedar Creek Lake, being the south line of Lot16 In a point at the roucr OF BEGINNING, being the northeast corner of this tract

THENCE, through the TRWD tract as follows; S 49’ 22’ 49” W, 12.89 feet to n point at the south corner of this u-act; N40• 37’ 17” W, 11.09 feet to point in the Platted 325’ Elevation of Cedar Creek Lake, being the south fine of Lot 16, atthe northwest corner of this tract;

ThENCE, S 89’ 55’ 00’ E (Reference Bearing), 17.00 feet along the Platted 325’ Elevndon of Cedar Creek Lake, beingthe south line of Lot IS to the POINT OF BEGINNING and CONTAINING 71.44 SQ FT OF LAND MORE OR LESS.

BASIS OF BEARINGS: RECORDED NAT

SURVEYOR’S CERTIFICATEDATE: SEPTEMBER 9,2015

TO: TRWD

I, Gary L. Hardin, Registered Professional Land Surveyor No. 4207, do hereby certify thñt the field notes hereonrepresents the results of a survey made co the ground under my direction nod supenision, the lines and dimensions ofsaid property being as Indicated. This survey Is based on deeds, easements and/or recorded plus and other recordswhen furnished by the client or the client’s representative, as well as significant and visible monuments found on thesubject property and adjacent properties, field wensurements and evidence of boundaries found on the ground.However, this cerfiflcation Is not a representation of warranty of title or guarantee of ownership. This survey wasperformed EXCLUSIVELY for the above mentioned parties. USE OF THIS SURVEY FOR ANY OTHER PURPOSEOR BY OTHER PARTIES SHALL BE AT THEN RISK AND THE UNDERSIGNED IS NOT RESPONSIBLE FORANY LOSS RESULTING THEREFROM.

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

TRWD are authorized to take all steps which may be reasonably necessary to complete

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

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 (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 is included in the Bond Fund.

IPL Parcel 132 A permanent easement interest in, over and across a(McElvain) 0.955-acre tract of land situated in the Garrett Gibson

Survey, Abstract Number 604, Tarrant County, Texas,and being more particularly described as a portion ofthat certain 7.46-acre tract conveyed to Teddy G.McElvain and wife, Kathryn D. McElvain, as described inInstrument Number D204325913, Official PublicRecords, Tarrant County, Texas, such tract being furtherdescribed in the survey plat for Parcel 132 attachedhereto. An appraisal prepared by an independent,qualified real estate appraiser using standard acceptedvaluation techniques established the amount of$21,500.00 as just compensation for the above-described property.

IPL Parcel 133 A permanent easement interest in, over and across a(Tibbels) 1.036-acre tract of land situated in the Garrett Gibson

Survey, Abstract Number 604, Tarrant County, Texas,and being more particularly described as a portion ofthat certain 12.50-acre tract conveyed to Charles W.Tibbels and wife, Betty L. Tibbels, as described inVolume 4122, Page 246, Deed Records, Tarrant County,Texas, such tract being further described in the surveyplat for Parcel 133 attached hereto. An appraisal

prepared by an independent, qualified real estateappraiser using standard accepted valuation techniquesestablished the amount of $35,800.00 as justcompensation for the above-described property.

IPL Parcel 134 A permanent easement interest in, over and across a(Crook) 0.169-acre tract of land situated In the Garrett Gibson

Survey, Abstract Number 604, Tarrant County, Texas,and being more particularly described as a portion ofthat certain 3.00-acre tract conveyed to Charles C.Crook, as recorded in Instrument Number 0197162879,Deed Records, Tarrant County, Texas, such tract beingfurther described in the survey plat for Parcel 134attached hereto. An appraisal prepared by anindependent, qualified real estate appraiser usingstandard accepted valuation techniques established theamount of $9,100.00 as just compensation for the above-described property.

IPL Parcel 139 A permanent easement interest in, over and across a(Dill) 1.060-acre tract of land situated in the James McDonald

Survey, Abstract Number 997, Tarrant County, Texas,and being more particularly described as a portion ofthat certain 6.88-acre tract conveyed to R.L. Dill, asdescribed in Volume 5684, Page 985, Deed Records,Tarrant County, Texas, such tract being furtherdescribed in the survey plat for Parcel 139 attachedhereto. An appraisal prepared by an independentqualified real estate appraiser using standard acceptedvaluation techniques established the amount of$42,000.00 as just compensation for the above-described property.

IPL Parcel 991 A permanent easement interest in, over and across a(Set Back Partners) 13.837-acre tract of land situated in the SM Kemp

Survey, Abstract 492, the J. Henderson Survey, Abstract365, and the M. D. Dickey Survey, Abstract Number 195,Johnson County, Texas, and being more particularlydescribed as a portion of that certain 266.949-acre tractconveyed to Set Back Partners as recorded in Book2226, Page 464, Deed Records, Johnson County, Texas,such tract being further described n the survey plat forParcel 991 attached hereto. An appraisal prepared by anindependent qualified real estate appraiser usingstandard accepted valuation techniques established theamount of $671,362.00 as just compensation for theabove-described property.

Parcel 132Integrated Pipeline Project

Page 1 of5EXHIBIT W

Property Description

Being 0.955 acre (41,594 square feet) of land situated in tie Garrett Gibsdn Survey. Abstract Number604. Tarrant County. Texas. and more particuiafly that certain 7,46 acre tact cohvcyed to Tédd3i C.MeElvain and wife, Kathryn I). McElvain, as described in instrument #1)204325913, Official PublicRecords. Tan-mit County, Texas (O.P.R.T.C.T.), and being further described as follows:

COMMENCING at a 1/2 inch iron rod found for the Southwest corner of said McEh’ain (net and (heSoutheast corner of a tract of land as described by deed to Georgia Raye hitcher, as recorded inVolume 11999, Page 354, Deed Records, Tarrant County, Texas (D.R.T.C.T.). Affidavit of Heirship,Volume 13201, Page378. D.LTE.T.. Volume 5166, Page 599. D.RJ.C.t;

THENCE N 27°a3’3r W. along said West line of saiIMcEIvain tract and the East line of saidFritcher tract, a distance of 376.63 feet to a set 5/S’ iron rod with Transystems cap for the South cornerof tract herein described and the POTh1T OF BEGINNING (N: 6,901,1 74.765, E: 2,370,474.646Grid);

(1) THENCE N 27°03’35’ W. along said West line of said McElvain tract and the. East line of saidhitcher tract, distance of 18953 feet to a set 5/8” iron rod with Transystems cap for the West cornerof tract herein descdbed

(2) THENCE N 26°17’55” E, along the. North line of flet herein described, a distance of 391.48 feet to aset 5/8 Iron rod ith Tnnsistems cap for the North corner of tract herein descnbed on the East lineof said McElvain tract and on the Vest line of a tract of land us described by detd to Charles W.Tibbels and wife. Betty L. Tibbels, as recorded in Volume 4122, Page 246, DR.T.C.T.;

(3) THENCE S 29°35’ I 9’ E. along the East line of tract herein described, the East line of said McElvaintract and the West line of said Tibbels tract, a distance of 120.78 feet to a set 518” inn rod withTmnsyEtems cap for the East corner Of tract herein described;

(4) THENCE S 26°l7’SS” Vi’. alongthe South line oftracthercin described. adistanceof3l4.68 feetto aset 5/8” iron. rod with Transystems cap:

(5) THENCE S 4°02’34” W, along the South line of tract herein described, a distance of 26.33 feet to aset 5/8” iron rod with Transystcms cap, point also the beginning of a curve to the left;

(6) THENCE along said curve to the left, along the South line of tract herein described, an arc distance of106.50 feet, through, a central angle of 2b0407, a.radius .of 2,950.00 feet and ‘a long chord whichbears S 3OO’30 VI’, 106.49 feet to th.e POINT OF BEGINNJNG, containing 0.955 acre (41,594square feet) of land, more or less.

NOTE: Basis of bearing is the Texas State Plane Coordinate System. North Cen&al Zone’ (4202),North American Datum 1983 (NAD 83)(2007) With all distances and corn-dinates adjusted to surfaceby project combined scale Thetor of 0.9998802448.

NOTE: Flat to accompany this-legal description

EXHIBIT “A-i”

Pared 132lntetcd Pipeline Project

Page 2 of 5

I do certiFy on this 17th day of November. 2012, to Fidelity National Title Insurance Company.and Tarrant Regional ‘er 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 III 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 nd the rights-of-way. easements and other matters of record as listed in Sphçdulc B of theCommitment for Title issued by Fidelity National Title Insurance Company, with an effective daleof October 31, 2012, issued date of November 12, 2012,. CF # FF2441224412200842 affectingthe subject property and listed in Exhibit “A-i — attached hereto.

Except as shown on the survey: (fl there are no visible encroachments upon the subject propertyby visible 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 areno visible conflicts or discrepancies.

This survey substantially complies with the current Texas Society of Professional surveyorsStandards and Specifications for a Category 2. Condition 111 Survey.

timothy A. FrostRegistered Professional Land SurveyorTexas Registration Number 5316

Dated: f/-f?- Zc-c -c..

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Q4’ O” (iT)R= 2,950.00

Lr 105.503’ 00’ 30’ WLC 105.49

S

0LI LE ‘I. q.

• P1. PCEL 13’CEORELI Rt

VOL. IIS?9.

A1 FIL;1 F F’EIRSHIPVOL I2’. PC. Z’B

C T C.TVOL. I55. PC S95

U R C 1.

C SE WAY

LEGEND• LAARKER FOUND AS NCTED

0 5/8’ CIRS STAMPED TRANSYSTEMS

GARRET GIBSON SURVEYABSTRACT 604 I

C it’—

EXHIBITSEGMENT 10, PARCEL

TEDDY C. MCELVAINAND WIFE, KATHRYN D. ILCELVAIN

PPC..IET

1 32

INTEGRATED PIPELINE PROJECT

BASIS or DEARING is TiE TFXS SlAli PU’JC CO0RWMES’M. NORTH CEItRAL WIlE (232) NORTH fljER. 2A1JV(rJC831’2OD7) WITH AL 0151Msr15 AC4USTED IC 5RrsCEPROJECT CCMDINED SOME ADlOR C.B3R56C2S

PG I 5


Page I Of4EX]4181T’A”


Being 1.036 acre (45.122 square feet) of land situated in the Garrett Gibson Survey, Absbiict Number604, Tawant County, Tetas, and more particularly that certain 12.50 acre b-act conveyed to Charles \V.Tibbels and wife, Betty L. Tibbels. as described in Volume 4122, Page 246. Deed Records, TanantCounty, Texas (D.R.T.C.T.L and being further described as follows;

COMMENCING at a 1/2 inch iron rod found for the Northwest corner of said Tibbels tract and theNortheast corner of a b-act of land as described by deed to Teddy 0. MeElvain and wife, Kathryn 1).MeElvain. as recorded in Instrument #D2043259l3, Official Public Records, Tarnnt County, Tãxas(O.P.R.T.C.T.), point also on the South Right-of-Way line of Gibson Cemetery Road. a variable widthRight-of-Way, No Deed of Record found:

THENCE N 60’2W3 FE. along said North line of said Tibbels tract and the South Right-of-Way lineof said Gibson Cemetery Road. a distance of 241.47 feet to aset 518” iron rod with Transyslerns capfor the Northwest tamer of tract herein described and the POINT OF BEGINNING(N: 6,902,131.255, E: 2,370.591.476 Grid):

(I) THENCE N 60°28’3F E. along the North line oftrdct herein described, the North line of said Tibbelstract and the South Right-of-Way line of said Gibson Cemetery Road, a distance of 21.40 feei to afound 1/2’ iron rod for the North corner of tract herein described, the Northeast corner of said Tibbelstract and the Notthwesi corner of a tract of land as described by deed to Charles C.. Crook, as recordedin Instrument #Dl97162879, D.R.T.CT.;

(2) THENCE S 29°34’09” E,.along the Northeast line of tract herein described, the Northeast line of saidTibbels tract and the Southwest line of said Crook tract, a distance of 149.10 feet to a set 51W’ iron rodwith Transystems cap for the East cOrner of tract herein described, on the East line of said Tibbels tractand on the West line of a said Crook tract

(3) THENCE S 3°SY3W W. along the East line of tract herein described, a distance of 344,65 feet to aset 5/8 iron rod with Transystems cap:

(4) THENCE S 26°17’55” W, along the East line of Iract herein described, a distance of 87.99 feet lo aset 5/8•’ iron rod with Trnnsvsterns cap for the South corner of tract herein described, on the West lineof said Tibbels tract and on the East line of said McElvain tract:

(5) THENCE N 29’359r W, along the Southwest line of tract herein described, the Southwest line ofsaid Tibbels tract and the Northeast line of said McElvain tract, a distance of 120.78 feet to a set siriron rod with Transystems cap for the Vest corner of tract herein described;

(6) THENCE N 2& I 7’ST’ E, along the West line of tract herein described, a distance of 0.42 feet to a setSir iron rod with .Transystcms cap;

(7) THENCE N 3°51’3W’ E, along the West line of net herein described, adistance of 437.47 feet to thePOINT OF BEGiNNING, containing 1.036 acre (45.122 square feet) of land, more or less.

EXHIBIT “A-2”

Parcel 1 33lntdgtated Pipeline Project

Page 2 of 4

NOTE: Basis of bearing i the Texas State Plane Coordinate System. N drth Central Zone (4202).North American Datum 1983 (NAP 3p0O7vith all distances and coordinates adjusted to surfaceby project combined scale factor of 0.9998802448.

NOTE: Nat to accompany this legal description

I do certify on this 17th day of Novcniber, 2012, to Fidelity National Title Ifisifra be Company,and Tan-ant Reaional Waler District, that a survey was made on the ground as per the field notesshown on this survey and is true and correct acOording lo the standards of the Texas Society ofProfessionaL Sufteyors Standards and Specifications for a Cãteirnrv 2. Condition Ill Suhey. 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 dghts-of.way, easements and other matters of record as listed in Schedule B of theCommitment ibr Title issued byFidelity.National Title Insurance Company, with an effective dateof October 31, 2012, issued date of November 12, 2012, GF # FT244122—44l2200841 affectingthe subject property and listed in Exhibit ‘A-l -. attached hereto.

Except as shown on the sun’ey 0) there are no visible encroachments upon the subject propertyby visible improvcments on adjaccnt property, (ii) there are no visible encroachments on adjacentproperty, streets or alleys by any visible improvements on (lie subject property, and (iii) there arenovisible donflicts or discrepancies.

This survey substantially complies with the cuntnt Texas Society of Professional Sün’yorsStandards and Specifications for a Category 2, Condition 111 Survey.

Timothy A. FrRegistered Professional Land SutveydrTexas Registration Number 5316

Dated: /f-L7-t

Pj PARCEL 135tDOTH CEIITOJI

Nfl Jfl2051.1t956D.HX.CJ.

JQSIAH A MOORESURVEY

ABSTRACT 1156,,

pt PARtIT. 1z2ILJDY I.tLVAJ

I.’C I.LV?’iI:51 rtfl43259’Z

3 R r C.’

j PARft 134CL’SS C CROiCrJsQ ZIST’BzBTO

D KIWI.

PARCEL t31.036 AC.

5,122 SQ.Fr.

LEGENDS = MARKER FDUND AS NOTED

0 = 5/& CCRS STAMPED TRANSYSTEMS

— POWER POLE

.t iflh1Systam>SbO v.zsr aTNirl STflEIS.jTr rCG0rn WDRT.l. fl Th1C2

e’7; 339—e?!,c, (Tit)!7) Z3EZLi (FAr)

34S;S OF BFJRIND 45 ThE TLX4S STATE P..&J COflRDP4ATOSYSTEM. KOWN C ENThI.L JOlIC 2Oz) ,:ORfl’ ,IER’CA: DAia[ItDSJ;2OOF rr. tL 2 TJ.CtS ADJUSTCD To sf:90JLC’ CCL’DIflCO £C4Li C.9tSS244a

\

PARCEL 133CHARLES W. TIBBELS

WIFE, Brim’ L TIBBELS4122. PG. 246. D.RJ.C.T.CALLED 12.50 ACRES

NN2517’55’E

NÔTE NO KNOWI& UNDERGROUND UTILITIES— (11—19—2012)NOTh .LE&AL PESCRIPTION TO ACCOMPANY THIS PLAT.

S’-fEET flTLE

EXHIBIT “A”SEGMENT 10, RRCEL 133

CHARLES W. TIBBELSAND WIFE, BETTY L TJBBELS

1$TEGRA1tD PIPELINE PROJECT

Ii P0, 3 OF 4

Parcel 134integrated Pipeline Project

Page 1 of 4EXHIBIT A”


Being 0.169 acre (7,343 square feet) of land situated in the Gawett Gibson Survey, Abstract Number604. Tarrant County, Texas, and more particularly that certain 3.00 are b-act conveyed to Charles C.Crook, as recorded in Instrument #D1 97162879, Deed Records, Tarrant County, Texas (D.R.T.C.TJ,and being further described as follows:

COMMENCENC at a 1/2 inch iron rod found for the Northeast corner of said Crook tract, point alsoon the South Right-of-Way line of Gibson Cemetery Road. a variable width Right-of-Way, No Deedof Record found;

THENCE S 60°28’31” W, along the North line of said Crook tract and the South Right-of-Way lineof said Gibson Cemetery Road, a distance of 195.32 feet to a set 5/8 iron rod with Tnnsystems capfor the Northeast corner of tract herein described and the POINT OF BEGINNWG(N: 6,902,190.573, E: 2,370,696.215 Grid);

(I) THENCE S 4993 8 W. along the East line of tract herem described, a distance of 37.32 feet to a set5IW iron rod with Transystems cap:

(2) THENCE S 3a5j3Q W. along the East line of tract herein described, a distance of 141.58 feet to aset 5/8” iron rod with Transystems cap for the South corner of b-act herein described, on the West lineof said Crook tract, and on the East line of a tract of land as described by deed to Charles W. Tibbelsand wife, Betty L. Tibbels, as described in Volume 4122, Page 246, D.R.T.C.T.;

(3) THENCE N 29°34’09’ V, along the West line of tract herein described the West line of said Crooktract and the East line of said Tibbels trarL a distance of 149.10 feet to a l/T iron rod found thr theNorthwest corner of tract heroin descnbed, the Northwest corner of said Crook tract, the Northeastcorner of said Tibbels b-act and on the South Rigbt-of-Way line of said Gibson Cemetery Road:

(4) THENCE N 60°281l” E. along the North line of tract herein described, the North line of said Crooktract and the South Right-of-Way line of said Gibson Cemetery Road. a distance of 98.99 feet to thePOINT OF BEGINNING, containing 0.169 acre (7,343 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: Hat to accompany this legal description

EXHIBIT “A-3”

Ptcel 134Integrated Pipeline Pmjed

Page 2 of.4

1 do óerUfS’ on this 4th. day -of March 2013, to Fidelity National Title Insurance Company,. andTarrant Regionàt Water District, that a survey was made on the ground as per the field iiotesshown 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 .111 Survey, andaccurate as to The boundaries and areas of the subject property and the size, location and type ofbuildings and improvements, if any, mid shows the location of all visible èasemënts mid dghts-ofway and the rights-of-way, easements arid other Matters of record as. listed in Scheduk B ofthe•Commitment for Title issued by Fidelity National Title Insurance Company, with an effective dateofFthniaryl, 2013, issued date of Januar3i3l, 2013, OF $ FT24412244U201347 Effectiogthesubject property and listed in Exhibit “A-F’ attached hereto.

Except as shown on the -surveyt ,) -there areno visible encroachments upon the-subject propertyby visible improvements.on adjacent property. (ii) there are no visible encroachments on adjacentproperty, s&eëts Or alleys by any visible improvements On the subject property,, and (iii) there areno visible conflicts or discrepancies.

This ,srnvey substantially complies ith thç current Texas Society of Professional SurveyorsStandards and Seciflcations for a Category 2, Con±tionJll Survey.

Timothy A. FThstRegistered Professional Land’ SurveyorTexas Registration Number 5316

.3 - 7’- ZcflDated:

JoSIAH A. MOOREV.

ABSTRACT 1155

IPL RMCEL 1.35JCE.7RUST

VOL. B32R. PC. 7,31:7p4 I

‘VOL. B329... P. flBTRACT 2P.R1C .1.

EXH.I B IT “A”PARcEL 134

QARREIT (.18 SONSURVEY

AE.STF3ACT

CHAFLLS C. CROOKINSTR. 0197162879

,DR.T.C .1.CALLED 3.00 ACRES

DO’ WEST SEVENTH $TREETSilT! 1100FORT WORTH. IX 76.102(817) fl9—a950 ‘(rEt)(517) 33%—22L7 (Fm)

EXHIBIT “A”SEGMENT 10, PARCEL 134

CHARLES ‘C. CROOK

INTEGRATED PIPEUNS PROJECT

BASE OF BEAnING IS THE TExAS StATE PLANE COORPIMATESYSTEM. NDRII.T CENTRAL ZONE 14202) NORTH AMERICAN DA7dI3(NADBJ)(2007), WITH AU. DISTANCES ADJUSTED TO SURFACE DY PG. 3 OF .4PROJECT COLIBII1ED SCALE FACIOR o.99985a24.a

IPL PARCEL 133CHARLES W. . TIBDELS

‘AND WIFE, BETTY C lID ELSVOL. II?), ‘PC. 246. D.R.T.C.T.

I5ARC EL.N:

134AG.

SQ.FF

LEGEND= MARKER FOUND AS NOTED

0 5/8’ fIRS STAMPED TRANSYSTEMS

.0’ = PQWR POLE


Page I of5EXifiBIT “A”


Being 1.060 acre (46,193 square feet) of land situated in the James McDonald Survey, Abs&actNumber 997, Tarrant County, Texas, and more particularly that certain 6.88 acre tract conveyed toR.L. Dill, as described in Volume 5684. Page 985, Deed Records, Tmnnt County, Texas(D.R.T.C.TJ, and being further described as follows:

BEGINNING at a 1/2 inch iron rod found for the Northeast corner of tract herein described, theNortheast corner of said Dill tract, the Northwest corner of a tract of land as described by deed toThomas N. Williams and Lenora L. Williams Revocable Living Trust, as recorded in Instrument#D208406214, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.), and on the South lineof a tract of land as described by deed to Mark B. Logsdon and wife, Deborah K. Logsdon. as recordedin Volume 12467, Page 320, D.RJ.C.T,; (N: 6,903,913.711, B: 2,370,836.687 Odd);

(I) THENCE S 4°3938” W, along the East line of tract herein described, a distance of 573.64 feet to aset 5/8” iron rod with TransyEtèrns cap for the Southeast conet of traqi herein described, West line ofsaid Dill tract and on the East line ofa tract of land as described by deed to iCE Trust, as recorded inVolume 9329, Page 731, D.R.T.C.T.;

(2) THENCE N 28°23’02” W, along the West line of tract herein described, the West line of said Dilltract and the East line of said ICE Trust tract, a distance of 183.39 feet to a set 5/8” iron rod withTransystems cap for the Southwest corner of tract herein described;

(3) THENCE N 4°39’38” E, along the West line of tract herein described, a distance of 350.22 feet to aset 51W’ iron rod with Transystems cap for the Northwest corner of tract herein described, on the Northline of said Dill tract and the South line of said Logsdon tract

(4) THENCE N S947’O9” E. along the North line of tract herein described, the North line of said Dilltract arid the South line of said Logsdoh tract, a distance of 121.89 feet to the POINT OFBEGINNING, containing 1,060 acre (46,193 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)(2.007) with all distances and coordinates adjusted to surfaceby project combined scale factor of0.9998802448.

NOTE: flat to accompany this legal description

EXHIBIT “A-4”

Parcel l39Integrated Pipeline Project

Page 2afS

T do certify pa this 4th day of January, bl3, to Fidelity National Title Agency, Inc., and TaimntRegional Water District, that a sun’cywas made on the ground, as per the field notes showi on this’survey and is true and correct according to the standards of the Texas Society of ProfessionalSuneyors Standards and Specifications for a Category 2. Condition III Survey, and accurate as tothe boundaries and areas of the subject property and the size, location and type of buildings andimpmvemenls. if any, and shows the location of all visible easements and tights-of-way and thetights-of-way, easements and other matters of record as listed in Schedule B of the Commitmentfor Title issued by Fidelity National Tide Agency, Inc., with an effective date of December 9,2012, issued date of December 20, 2012, GF # FT244122-4412201064 affecting the Subjectproperty and listed in ExhibiL A-l” attached hereto.

Except as shown oitthe survey (I). there are no visible encroachments upon the subject propeflyby visible improvements on thijacent property, (ii) there are no visible encroLlchments on adjacentproperty, streets or alleys by any visible improvements on the subject property, and (iii) there areno visible conflicts or discrepancies.

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

Timothy A. FibstRegistered Professional Land SurveyorTexas Registration Number 5316

Dated: & L

P H TURNERAS STRAC T

EXHIBIT “A”PARCEL 139

SURVEY1581 —

h 40,4t IS S,2L911.7I7

j \ £ 2,370435.E57ID, F2CL iS ‘‘ .m • . (GtO)

IJARK LOSU2’J A;) WIFE. — IL’E?Cr K. (Ofl’4 AVOL 124G7, PC .±2C. D R.IC.T. —

...— I JAMES Md DONALD SURVEYs ABSTRACT 997

1

— I fin-

I f PARCEL 139\ 71 I 1.060 AC.

j 46,193 SQ.FTS

FL PARCEL NOI ç THOMAS U. WLLI’t.S .ND LEIIOPj, I.. WILLLWS

• * ‘fl ‘“ • .RtD.a1LMM 1flu5T

‘i INSY. I P7U8Of32I’. DFR1.C.T.

\i\i

PC. ‘APCE. 115JCE flJST

VOL. S.32, PC. :. ORTC.T. I

CR.L DILL

VOL 5684. PG 985, D.RJ• CALLED 6,88 ACRES

- f T.ACT i)

LEGEND• MARKER FOUND AS NOTED \O 5/C CIRS STAMPED 1RANSTSTEMS

100 50 .0 100

NOTE: NO <NOWN UNDERGROUND uTILITIES— (11/19/2012) ct,oj.a: 5;Â , C7LEGAl. DESCRIPTION TO ACCOMPANY ThLS P1,41.

PtIGTD — - -.

WESt SrVZ,qTH sitrtE;TZ NODt’CRT WORT% T) 76107(517 3—95O CTEI)917) 3iu—;;z7 (FAX

NEET ITLI

EXHIBIT “A”

c1,A..I:L,Q’r. i”IF


9A515 or 5EI;I4G 5 7HZ TEXAS S1AE PLrJE COOZIkATEs’rC’. PIUR I 1 C. ENT”AL ?ClE (L207) boTh IAERJCMJ DA’c’,l

O.57nC55 ‘UEZD O SURCE PTPROJEC’ C 3445 1:5:’ SEA_C RCTC’b CS9?55Z?26

c—:c’t[:e’ ‘Ar


Page 1 of 9EXHIBITm4’

Pmpert3fr Description

Being 13.837 acres (602,757 square feet) of land situated in the S M Kemp Survey, Abstract 492. the JHenderson Survey, Abstract 365 and the M D Dickey Survey, Abstract Number 195, Johnson County,Texas, and more particularly that certain 26&949 acre tract conveyed to Set Back Partners as recordedin Book 2226. Page 464, Deed Records, Johnson County, Texas (D.R.J.C.T.), and being furtherdescribed as follows:

COMMENCING at a 5/6 inch iron rod found at the Northwest line of said Partners tract and beingthe Southwest corner of a tract of land as described by deed to Andree Kimbrougi, as recorded inBook 3631, Page 487, D.R.J.C.T.;

THENCE N 60°1T32” F, along the North line of said Partners tract and the South line of saidKimbrough tract, a distance of 196.29 feet to a set 5)8 inch iron rod with Transystems cap for theNorthwest corner of tract herein described and the POINT OF BEGINNING; (N: 6,879,154.020,E:2,384,408.509 Grid);

(I) THENCE N 600l732 E. along the North line of said Partners tract and the South line of saidKimbrougb tract, a distance of 155.34 feet to a set 518 inch iron rod with Transystems cap for theNortheast corner of tract herein described, point also the beginning of a cane to the left;

(2) THENCE along said curve to the left along the East line of tact herein described, an arc distance of68.47 feet, through a central angle of 5°24’41”, a radius of 725.00 feet and a long chord which bearsS 48°5931” E, 68.45 feet to a set 5/8 inch iron rod with Transystcms cap, point also the beginning ofa curve to the right

(3) THENCE along said curve to the right along the East line of tact herein described, an arc distance of616.60 feet through a central angle of 4O022t323, a radius of 875.00 feet and a long chord which bearsS 3! °30’SG” IS, 603.92 feet to a set 5/8 inch iron rod with Transystans cap, point also the beginning ofa curve to the left;

(4) THENCE along said curve to the left along the East linC of tract herein described, an arc distance of255.88 feet, through a central angle ofZO°13’ 1 8”, a radius of 725.00 feet and a long chord which beanS 21 26’ 19” IS, 254.55 feet to a set 5/6 inch iron rod with Transystems cap;

(5) THENCE S 31 °32’58” IS, along the East line of tract herein described, a distance of 384.85 feet to aset 5)8 inch iron rod with Transystems cap;

(6) THENCE S 32°J 3’24” E, along the East line of tract hcrcin described, a distance of 622,56 feet to aset 5)8 inch iron rod with Transystems capz

(7) THENCE S l5°26’4l” IS, along the East line of tract herein described, a distance of 181.36 feet to aset 5)8” iron rod with Transystems cap;

(8) THENCE S 32°07’lS” E. along the East line of tract herein described, a distance of] ,890.31 feet to aset 5)8 inch iron rod with Transystems cap for the Southeast corner of tract herein described and on theNorth line of a tract of land as described by deed to Harold John Ritter, as recorded in Book 2157,Page 75, D.RJ.C.T.;

EXHIBIT “A-5”


Page 2 of 9

(9) THENCE S 61.°56’54” W, along the South line of tract herein described, the South line of saidPartners tract and the North line of said Ritter tract, a distance of 150.38 feet to a set 5/8 inch inn rodwith Transystems cap for the Southwest corner of tract herein described;

(10) THENCE N 32°07’ 15” W, along the West line of tract herein described, a distance of 1,901 .6 feet toa sct 5/8 inch iron rod with Transystems cap;

ll) THENCE N l5°26’41” W, along the West line of tract herein described, a distance aft 81.22 feet to aset 5/8” iron rod with Transystcms cap;

(12) THENCE N 32 13’24” W. along the XVest line of tract herein described, a distance of 601.33 feet to aset 518 inch iron rod with Transystems cap;

(1 3)THENCE N 31 O375 XV, along the West line of tract herein described, a distance of385.74 feet to aset 5/8 inch iron rod with Transystems cap, point also the beginning of a curve to the right;

(14) TBENCE along said curve to the right, along the West line of tract herein described, an arc distanceof 306.82 feet, though a central angle of2O°13’lS”, a radius of 875.00 feet and a long chord whichbears N 2l02619 W, 307.22 feet to a set 5/8 inch iron rod with Transysiems cap, point also thebeginning of a curve to the left;

(15)THENCE along said curve to the left, along the West line of tract herein described, an arc distance of510.90 feet, through a central angle of 4022’32”, a radius of 725.00 feet and a long chord which bearsN 3l°30’56’ W, 50029 feet to a set 5/8 inch iron rod with Transystems cap, point also the beginningof a cun’eto the right,

(16) THENCE along said curve to the right, along the West line of tract herein described, an arc dIstanceof 127.00 feet, through a central angle of 8°1 8’57”, a radius of 875.00 feet and a long chord whichbears N 47°32’43’ XV, 126.89 feet to the POINT OF BEGINN[NG, containing 13.837 acres (602,757square 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 and coordinates adjusted to surfaceby project combined scale factor of 0.9998802448.

NOTE: Plat to accompany this legal description

Parcel 991ifltemted Pipeline:Project

Page3 of 9

I do.. certify on this 28th day of January, 2013. to Alamo Title lnsuranc Company, and TarrantRegional Water District,, that a survey was made. on the ground as per the field Lote shown on thissurvey and is true and correct according to the standards of the Texas Society of ProfessionaLSurveyors Standards and Specifications for a Categoiy2, Condition III Survey, and accurate as to theboundaries and areas of the subject property and the size, location td type of buildings andimprovements, if any, and shows the location of all visible easements and rights-of-way and the rightsof-way, easement’s and Other .nitters of record as listed in Schedule B of the Comthiteht for’ Titleissued by Alamo Title Insurance Company, with an effective date of January 11, 2013, issued date cfJanuary 22.2033, SF # ALDAL I 8-AT0000041 064 affecting thç subject property and listed in Exhibit—A-I” attached hereto.

Except as shown on the suvey (1) there are no visible encroachments upon the subject property byvisible improvements on adjacent property, (ii) there are no visible encroachments on adjacentpropçrty, 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 Ill Survey.

Timothy A. Fr6ItRegistered fltfessional Lund SurveyorTexas Registration Number 5316

1-20- ofDate&

1.0= 126.89

\\ \\\ \DELIA= 40’ 22’ 32• CLtR= 725.00L= 510.90

• 08= N 31’ 30’ 56” WEOG RESOURCES. INC. — —

VOL BI7, PG. nO, RP.RS.C.T. 1- — ‘330’ PIPEliNE $.O.N. ——_.S\\ \\\

ENDICT TRANSFER FUEL. U’.VL,

3QPIPCLIUE. R.P.RJ.C .T.

NDTN TEXAS IL%N0 OPERATING \ \\VOt. 3904, p. 279. R.P.R.T.C.T.- — 4

ID’ P,’aLINE ;.o,w. DELTA 20 13 18 RR 875.00L= 396.62C8= N 2r 26 i’ W

LEtEND LC= 307.22

• = WARKER FOUND AS NOTED

o = 578’ CIRS STAMPED TRANSYSTEMS

0- = POWER POLE

4 = UTILITY SIGN

G1APHIC SCALE N ‘EEI200’

MATCHLINE SEE SHEET 5

;‘ts 10 P737’-t:Clur O’.Ys.FR.\L’SrI N’L’tC.EO ,:

WOTE KNOWN UNDERG8OUND EmLrnEs sI-IÔWN- ARE .QUALIN -LEVEL B SUE— (.12—05—2012)NOTE; LEGAL DESCmPflON TO ACCOMPANY THIS PUT.

-- ________

SHEET TITLE

EXHIB IT “A”SEGMENT 11, PARCEL 991

SET BACK PARTNERS

PROJEC]INTEGRATED PIPELINE PRDJECT

BASIS OF BEARINC IS THE TEXAS STATE PLANE COORDINATESYSTEM. NORTH CENTRAL ZONE (4202) NORTH AURICAN DATut(11A083)(2007) vnW ALL OI5TAtACES ADJUSTED TO SURFACE BY PC, 4 OF 9PROJECT COMBINED SCALE FA:DR 0 9;g59n2’3

4.

-

4—

EXHIBIT “APARCEL ggi

L PM2CaANOREE KIMBROUCHBOOK 3t31 P0. 4S7

0..RJh ,T,

I.I

100 0 2?CDaTA= 5 24’ 4i’ (LTR= 725.00

N

200

L 6&47CB= S 48’ 59’ 51’ £

N

r

LC= 68.45

In.

S

\ \\DELTA 8’ 18’ 57’ CRt tELTA= 40’ 22’ 32 (RT)R= 875.00 • R= .875.00 -

1 27.0O L 61 6,60

C8=N47’ 32’ 43. w .. CB= 531’ 30’ 56” ELC— ‘603.92

\

$ M KEMPSURVEY

ABSTRACT 4Z

PARCEL13.837

602,757

991AC,.

SQ. Ft.

IS 0

SET BACK PARTNERSBOOK 222fr, PG. 464

D.R.J.C,T.CALLED 266949 ACRES —

OELTA= 20’ iS ir (U)R= 725,00 9L 255.88 .

CB= 521’ 26 19* ELC= 254.55

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$NOWN UNOERGPOUND UTILITIES SHOWN ARE QUALITY LEVEL B SUE—NO LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

BASIS or a EARING ‘S 1 tEXAS StATE PLANr COORDINATESYSTEM. IIDRIN cENThAL ZONE (1202) tlORtI ALIELcAtJ DLTNIJ(uAn83)rooY) WIN ALL DISTANCES ADJUS1ED TO SURFACE BYPROJECt COJBINED SCAlE FACTOR 09 BD?44S

EXHIBIT HAPARCEL 991

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5X’EST SEVEN H STREETsuit ItOGFCRT WQRT’4, ix 76102(eli) ass BB0 (TEL)(SiT) ZE 22’7 (FAX)

SHEET TITLE

(ii 2—05-2O1 2)

DC HI BSEGMENT ii,

SET BACK

IT “A”PARCEL 991PARTNERS

INTEGRATED PIPEUNE PROJECT

EXHIBIT “A”SEGMENT 11, PARCEL 991

SE BACK PARTNERS

PROjECTINTEGRATED PIPELiNE PROJECT

[S OF 9EARSNG 5 THE TtXAS STATE pinqr 000ROINA1ESYSTEM NORTH CEITR4I. ZONE (4202) NORTh ALIERIC%FI DATUM Ip’UAaS3)(2007) WrTh ALL DIS1ACES ADJUSTED ID SURrACE By IPROJECT CO’iEI’EO SCFLE rLtr3 O.SS985025

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LEGEND• = MARKER FOUNb AS NOTED

o n 5/6” CIRS STAMPED TRANSYSTEMS

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NOTE: KNOWN UNDERGROUND

NOTE LEGAL DESCRIP11ON TO ACCOUPANY THIS PLAT.

\

.1UTILITIES SHOWN ARE QUALITY LEVEL B SUE— (12—05—2012)

‘1,

SHEET TITLE

500 wEST SC*NTH STREPSUiTE ITCOFORT WORtt Th fl102817) 339—8950 (TEL)(1 7) 336—2747 (FAx

..CJ O. j1

I. —bRr:N L’[f.iEC(LE ‘. Ir;ZU::o

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 Leonard seconded the motion and the vote in

favor was unanimous.

19.

With the recommendation of management, Director Stevens moved to grant

authority to acquire permanent easement interests, 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 IPL Project. Funding for these acquisitions is included

in the Bond Fund.

IPL Parcel 128 A permanent easement interest in, over and across a(Hill) 1,185-acre tract of land situated in the Garrett Gibson

Survey, Abstract Number 604, Tarrant County, Texas,and being more particularly described as a portion ofthe remainder of that certain 5.18-acre tract conveyedto H.R. and Debra Hill, as recorded in Volume 6968,Page 1074, and Volume 10340, Page 945, DeedRecords, Tarrant County, Texas, such tract beingfurther described in the survey p1st for Parcel 128attached hereto for the negotiated purchase price of$50,000.00.

IPL Parcel 825 A permanent easement interest across a 4054-acre(Black) tract of land situated in the Joseph Ferguson Survey,

Abstract Number 23, Anderson County, Texas, andbeing more particularly described as a portion of thatcertain 39.02-acre tract of land conveyed to Julie A.Black by deed recorded in Volume 1979, Page 509,Official Public Records of Anderson County, Texas,and being further described in the survey plat for

Parcel 825 attached hereto for the negotiated purchaseprice of $17,500.00.

IPL Parcel 987 A permanent easement interest across a 9.074-acre(Ashton Holdings, Inc.) tract of land situated in the M.D. Dickey Survey,

Abstract Number 195, Johnson County, Texas, andbeing described more particularly as a portion of thatcertain 113.2-acre Tract I conveyed by instrumentrecorded in Book 3633, Page 563, Deed Records,Johnson County, Texas, and being further described inthe survey plat for Parcel 987 attached hereto for theappraised value of $483,998.00.

IPL Parcel 998 A permanent easement interest across a 1.082-acre(Stephens) tract of land situated in the Amasa Howell Survey,

Abstract Number 416, Johnson County, Texas, andbeing more particularly described as a portion of thatcertain 4.063-acre tract conveyed to Gary E. andShirley J. Stephens, as recorded in Volume 1107, Page411, Deed Records, Johnson County, Texas, and beingfurther described in the survey plat for Parcel 998attached hereto for the negotiated purchase price of$40,000.00.

IPL Parcel 1007 A permanent easement interest across a 17.654-acre(Sunbelt Land tract of land situated in the B.B.B. & C. Railroad Survey,Investments 547, LTD.) Abstract Number 83, Johnson County, Texas, and

being more particularly described as a portion of thatcertain 547.277-acre tract conveyed to Sunbelt LandInvestments 547, LTD., as recorded in Book 3450, Page120, Deed Records, Johnson County, Texas, and beingfurther described in the survey plat for Parcel 1007attached hereto for the negotiated purchase price of$620,000.00.

Pastel 128Integrated Pipeline Project

Page Iof4EXHIBIT “K’


Being 1.185-acres (51,621 square feet) of land situ4ted in the Garrett Gibson Survey. AbstractNumber 604, Tarrant County. Texas, and more particularly the remainder of that certain 5.18 acretract conveyed to H.R. Hill and wife, flebra Hill, as recorded in Volume 6968. Page 1074 andVolume 10340. Page 945. Deed Records, Tan-ant County, Texus. (D.LT.C.T.). and being furtherdescribed as follows:

COMMENCING at a 1(2 inch iron rod tbund on the Southwest line of said Hill tact, the Northeastcorner of a tract of land as described by deed to Michael Ray Bridges and wife, Cynthia Bridges, asrecorded in Volume 6816. Page2l7l, D.R.T.C.T;

THENCE S 28°4Tor E, along the Southwest line of said Hill tract and the Northeast line of saidBridgec tract, a distanc of 251.13 feet to a set 5/8 inch iron rod with Transystems cap at the Westcorner of tract hcrein described, point also being the beginning of a curve to the right, and the POINTOF BEGINNING (N: 6,900,024392, E: 2,370,270.440 Grid):

(I) THENCE along said curve to the right, along the West line of tract herein described, an arc distanceof 193.71 feet. through acenwal angle of 3°38’2r. a radius of 3,050.00 feet and a long chord whichbears N I 0°43’23” E, 193.68 feet to a set 5/8 inch iron rod with Transystems cap, point also being thebeginning ofacun’c to the left:

(2) THENCE along said cun’e to the left, along the West line of tract herein described, an arc disthnce of273.44 feet through a central angle of 5°l839”, a radius of 2,950.00 feet and a long chord whichbears N 993’14 fi, 273.34 feet to a sct 5/8 inch iron rod with Transystems cap for the Northwestcorner of tract herein described, being on the Northwest line of said Hill tract and the Southeast lincof a tract of land as described by deed to Inecilia Lozano, as recorded in Instrument #D204367944,Official Public Records, Tarrant Ccunty, Texas;

(3) THENCE N 619 94r E, along the Northwest line of tract herein described, the Northwest line ofsaid Hill tract and thc Southeast line of said Lozano tact, a distance of 33.69 feet to a set 5/8 inchiron rod with Transystems cap for the North corner of tract herein described, the North corner of saidHill tract and an eli corner of said Lozano tract;

(4) THENCE S 299 ó’13” E, along the Northeast line of tract herein described, the Northeast line ofsaid Hill tract and the most Southerly West line of said Lozano tract, a distance of 120.59 feet to a set5/8 inch iron rod with Transystems cap for the East corner of tract herein described, point also beingthe beginning of a curve to the right;

(5) THENCE along said cutve to the dghç along the East line of tract herein escdbed, an arc distance of20153 feet, through a central angle of 3°5l’39”. a radius of 3,050.00 feet and a long chord whichbears S l0°36’44 W, 205.49 feet to a set 5/8 inch iron rod with Transystems cap, point also beingthe beginning of a curve to the left;


Page 2 of 4

(6) THENCE along said cun’eto the left, alOng the East line of tthc herein described, an arc distance of320.75 feet. through a central an]e 0f693’47”. aiádius of 2,950.00 feet and a long chord whichbears S 9°25’4W’ W, 320.59 feet to a set 5/8 inch iron rod with Transystems cap for the South cornerof tract herein descnbed bemg on the Southwest line of said Hill tract and the Northeast line of saidBadges tract;

(7) THENCE N28’4r0r’W, alongihe Southwest line df tract herein described, the Southwest line ofsaid Hill tract, the NOrtheast line of said Bridges traCt, a distance of 168.50 feet to the POINT OFBEGINNING, containing 1.1 85-acres (51,621 square feet) of land, more or less.

‘NOTE: Basis of bearing is the Texas State PlanE Coordinate System, North Central Zone (4202).North Amerlean Dahm 1983 (NAD 83)(2007) with all distances adjusted to surface by projectcombined öale factor of 0.9998802448.

NOTE: flat to accompany this Legal description

I do certifS’ on this 13th day of December, 2012. to FideLity National Title Insurance Company andTarrant Regional Water District, that a survey was made on the around as per the field notes shownon this survey and is true and correct according to the standards of the Texas Society of ProfessionalSurveyors Standards and Specifications for a Category 2, Condition III Sun’ey, and accurate as to theboundaries and areas of the subject property and the size, location and type of buildings andimprovements, if any, and shows the location of all visible easements and tights-of-way and therights-Of-way, casements and other matters of record as listed in Schedule B of the Commitment forTitle isucd by Fidelity National Title Insurance Company. with an effective date of November 1,2012, issued date ofNovember 14, 2012, GF if F1244122-4412200849 affecting the subject propertymid listed in Exhibit “A-I” attached hereto.

Except as shown on the survey: (i). there are no visible encroachments upon the subject property byvialbie ithpovements on adjacent property, (ii) there aró no: visible cncroachment op adjacentproperty, streets or alleys by any visible improvements on the subject property. and (iii) there are novisibleconfliets or discrepancies.

This survey substantiñlly complies with, the current Texas Society of Professional SurveyorsStandards and Specifications for a Category 2, Condition 111 Survey.

Timothy A. FrostRegistered Professional Land SurveyorTexas Registration Number 5316

Dated:

P.. PACtL ¶27M;CI,EL RAY ORIOG[5

AND W,FE. CYIJIHIA H911.Z[SItL 5B16. PG 21 I

CR -rC.r.

I. PARCEL ‘30.LCILIt CZAO

3IS?. f2n:35744fl T Cj

EXHIBIt ‘WPARCEL 128

N. 61’ 19’ %7 £33.69’

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lUST?. €02C436794 IV F I.E ,T.

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PAICEL 128L185 AC.

51,521 SOFt.

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GRAPHIC SCAlE IN ‘FET7-.

= jOD. ——

SURVEY604-

—-.SflVCTLIt

GARRETT GIBSONAS STRACT

HILL AND WIFE. DEBRA HILLVOL 5968, PG. 1074-- -AND.VOL 10340. PG. 945

D.R.T.C .T. -

CALLED 5.18 ACRES//

c4-

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LEGEND

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IF z:::..C LIrt nE U.N 28’ 47’ 05- w

166.50’

• = MARKER FOUND AS NOTED

P 5/5” CIRS STAMPED TRANSYSTEMS

-e POWER POLE

NO DELTA I L tc1Cl 33520 3,DSQ.D0 19371 N lo323’ E l9iC5

C2 S’16’33’ 2.9!O.CO 27!.44 9.Sl4 E 273.34

C3 Y51’39” 3060.00 , 205.53 5 1O’3E-’44 VS

C4 6ff13’47” 2,95I.C0 I 320.75 3 9’2”40” W Zr).’

SHEET TITLE

NOTE: KNOWN UNDERGROUND U11LrTIES SHOWN ARE UAUW LEVEL B SUE— (11—19—2012)NOTE: LEGAL DESCRIPTION TO ACCOMPANY ThIS PLAY.

a 1FwSy5 •5 SZVE%IH SITED

s-J,r ‘‘CDYCIfl WORT. TX ?C1C

(r7) 339—59O (Ill)(Bit 336—72-’? (F Ax)

:

t’iE. —-

as-s Dr BEaRPI5 IS 71E flAS STAlE PLANE CDCRDE’1ATEt-.: F gIrds. it,qI. CCI.T.LL ZD’IC (‘20:) MO’, LAICRCL’. )-tt

r .—..r l- 9a0a3X2tC?) 11TH Aft DISTflitSS CJOSIED TO ,:Lcr Et PC. 3 cr 4

73.’?. —1:-’ L /2—1’3—.r’_ fiCJCC7 C)L4BINED 5t41C r:d,cq U.9S51jD244S

.. EXHIB IT”A”

SEGMENT 10. PARCEL 128H.R HILL AND WIFE, DEBRA HILL

PROJECT.


Parcel 825rnteatea Pipeline Project

Page 1 of5

EXHIBIT “A”

Being 4.054 acres (176,606 square feet) of land situated in the Joseph Ferguson Survey, AbstractNumber 23, Anderson County, Texas, and more particularly that certain 39.02 acre tract of landconveyed to Julie A. Black by deed, as recorded in Volume 1979, Page 509, Official PublicRecords of Anderson County, Texas, (O.P.RA.C.T.), and being thither described as follows:

COMMENCING at a nail spike found at the Northeast corner of said Julie A. Black tract, theNorthwest corner of a tract of land conveyed to Ronald A. Smith by deed, as recorded in Volume1400, Page 744, O.P.R.A.C.T in County Road Number 3051 being 18 feet wide (no deed ofrecord found), the North tine of said Joseph Ferguson Survey, Abstract Number 23, and theSouth line of the John Ferguson Survey, Abstract Number 22;

THENCE S 00°57’04” E, along said County Road, the East line of said Julie A. Black tract, andthe West line of said Ronald A. Smith tract, a distance of 34.37 feet to a set ‘/2 inch iron rod withK.L.K. #4687 cap at the Northeast corner of tract herein described and the POITh1T OFBEGWQNING (N: 6,720,127.481, E: 2,902,687.455 Grid);

(1) THENCE S 0005704 E, continuing along said County Road, the East line of said Julie A.Black tract, and the West line of said Ronald A. Smith tract, a distance of 150.01 feet to a set V2inch iron rod with K.L.K. #4687 cap at the Southeast corner of tract herein described;

(2) THENCE S 88°25’57” W, a distance of 37.56 feet to a set ¼ inch iron rod with K.L.K. #4687;

(3) THENCE N 84°03’18” W, a distance of 300.98 feet to a set V2 inch iron rod with K.L.K. #4687;

(4) THENCE S 890 l6’47’ W, a distance of 836.87 feet to a set ¼ inch iron rod with K.L.K. #4687cap on the West line of said Julie A. Black tract and the East line of a tract of land conveyed toRonald N. Black, and wife, Mary E. Black by deed, as recorded in Volume 1318, Page 590,(O.P.R.A.C.T.) and the Southwest corner of tract herein described;

(5) THENCE N 02°27’23” W, along said West line of Julie A. Black tract and said East line ofBlack tract, a distance of 150.07 feet to ¼ inch iron rod found at the Northeast corner of saidRonald N. Smith tract and the Northwest corner of said Julie A. Black tract and tract hereindescribed, and being on the North line of said Joseph Ferguson Survey, the South line of saidJohn Ferguson Survey;

(6) THENCE N 89°16’47” E, a distance of 850.15 feet to a set ¼ inch iron rod with K.L.K. #4687;

(7) THENCE S 84°0318” E, a distance of 299.86 feet to a set ¼ inch iron rod with K.L.L #4687;

(8) THENCE N 88°2555’ E, a distance of 29.33 feet to the POINT OF BEGDNING containing4.054 acres (176,606 square feet) of land, more or less.


Page 2 of 5

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 0.9999804020.


I do certi’ on this 12th day of October, 2012 to Fidelity National Title Insurance Company,Texas First Title Company, L.L.C., and Tanant 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 aCategory 2, Condition ifi 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 WFG NationalTitle Insurance Company, with an effective date of September 24, 2012, issued date of October4, 2012, GF # 10849.TFT affecting the subject property and listed in Exhibit “A-i” attachedhereto.

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 Professionnl SurveyorsStandards and Specifications for a Category 2, Condition UI Survey.

Kevin KilgoreRegiste essional Land SurveyorTexas Registration Number 4687

Dated:______________

p11 ARCE1,B23RDMM.D N. BUCI< and wffi. MARY a

VOL- 1318. PC. 5900Y.RAC .1.

9

GRAFHIC SCALE IN FEET1’ — 300’

300

NOTh LEGAL DESCRIPTION ToACCOMPANY THIS PLAT.

LEGEND EXHIBflP”A’

.

PARCEL 825I — UARKER FOUND AS NOTED

‘9— 1’/g IRQN ROD SET WiTH K.LK. ff4687 CAP

POWEg POLE

.suRvEuIE

DCC OrWAlER

/ JOHN FERGUSON. SURVE’I’

‘50.i 5

I

836.87100rr.nErsvr.1IA8URN COUNTRY

ELECRTR COOPA11VE, INC.voL.1342, PC. .367

t O.P.RA.C.T.PARCEL 825

4.054. AC,fië,606 SQ.. Fr.

JUUE A. BLACKVOL 1979, PG. 509

Q.R.R.A.C .T.£ALI.ED 39.02 AC.

:IPL PARCEL 8WRONALD’ 4 sirrH

YOLlica, PC, 7*4:T.

JQSEPH FERGUSON SURVEYABSTRACT 23

ijrrnr

I t—’—---I1/i’

Cz

UN TAB LEBUt1

I

L

NO BEAR(NG oirA$C

Li S .0(75704 E .34.37’12 S 0057’DC E 150.0112 S 8W2557” W 37.56’1.4 N scO3’iS” W 300.96’Lb N 0217’23’ ‘W 1.50.07’LS S 84’03’18’ E 2:99.66’

Li N 88’25’55 E 29.33

I ‘172’ IRE1/2’ IRCe__,_._,._____..

IRF

NOTE: NO KNOWN UNOERCROUNDUTILmES— (10/12/2012)

I!EoP(TED W

fl 2S5Pd EXHIBE “A”. ‘ . SEGMENT 19—1, PARCEL 825

,‘ JULiE A BL4R672 I’ALUXY ‘DRIVEflI.Dt, TX 75703(903) 5B17800 (TEL)(903) 58l-flSS (FAX) PROJECT . ‘ -

p ‘ic; zo,o2,pfi, INTECRATED PIPELINE ROJECtCML V — SOC’

.BMR O8l2OIJ BASIS OF BEARINC IS THE TEXAS STATE PLANE COORDINATEOMWM 0’: XLK SYSTEM NORTH CENTRAL ZONE (4202) NORTH MAENICAN DATUM -

SNaKED a (NADB3ft2007) WITH ALL DISTANCES AOJUSTED TO SURFACE BY PC. 3 OF’ 5RCa(S) 04W. PROJECT COMBINED SCALE FACTOR O.0B99804020


Page I of 6

EXHIBIT “A”Property Decription

Being 9.074 acres (395,264 square feet) of land situated in the MD Dickey Survey, Abstract Ntnnber195, Johnson County, Texas, and more particularly that certain 113.2 abre, Tract I conveyed to Oaksof Walnut Creek, LLC as recorded in Book 3633, Page 563, Deed Records, Johnson County, Texas(D.R.J.C;T.), and being further described as follows:

COMMENCING at a 1/2 inch iron rod found for the Southerly Northeast corner of said Tract 1, Oaksof Walnut Creek and the Northwest corner of a tract of land as described by deed to James H. Knapp,Jr.. Trustee, as recorded in Book 557, Page 445, D.R.J.C.T. and on the South line of a tract of landdescribed as Tract 2 by deed to Oaks of Walnut Creek, LLC, as recor4ed in Book 3633, Page 563,D.RJ.C.T.;

THENCE S 29°4T26’ B, along the East line of said Tract I, Oaks of Walnut Creek and the West lineof said Knapp tract, a distance of 692.55 feet to a set 5/8 incb iron rod with Transystems cap for theNortheast corner of tract herein described and the POINT OF BEGINNING;(N: 6,883,290.378, E: 2,380,574.529 Grid);

(1) THENCE S 29°47’26” E. along the East line of tract herein described, the East line of said Tract I,Oaks of Walnut Creek and the West line of said Knapp tract a distance of 224.45 feet to a set 5/8 inchiron rod with Transystems cap for the Southeast corner of tract herein described;

(2) THENCE N 71 043?37” W, along the South line of tract herein described, a distance of 1,333.59 feet toa set 5/8 inch iron rod with Transystems;

(3) THENCE N 39°46’48” W, along the South line of tract herein described, a distance of 634.52 feet to aset 5/8” iron rod with Tnnsystems cap;

(4) THENCE N SS°31 53” W, along the South line of tract herein described, a distance of 395.86 feet to aset 5/8 inch iron rod with Transystems cap;

(5) THENCE N 32°30’36” W. alongthe South linc of tract herein described, a distance of 363.52 fect to aset 5/8 inch iron rod with Transystems cap, on the Northerly line of said Tract 1, Oaks of WalnutCreek, South line of a tract of land as described by deed to Robed Canfrell and Donnie Canfrell,recorded in Book 3689, Page 291 and Book 4593, Page 183, D.RJ.C.T. and being the center line ofMansfield-Lillian Road County Road 525 (CR525) an unknown width right of way (no deed of recordfound);

(6) THENCE N 2803’49” E, along the West line of tract herein described, the Northerly line of saidTract I, Oaks of Walnut Creek, the South line of said Canfrell tract and the centerline of said CR525, adistance of3S.25 feet to a set 5/8 inch iron rod with Transystems cap;

(7) THENCE N 27°0634” E, along the West line of tract herein described, the North line of said Tract I,Oaks of Walnut Creek, the South line of said Cantrell tract and the centerline of said CR525, adistance of 100.24 feet to a set 5/8 inch iron rod with Transysterns cap;

Parcel 937lntegcttcd Pipeline Project

Page 2 of 6

(8 THENCE N 20°272T E. continuing.along the West line of tract hreiii described, the NOrth. lie Ofsaid Tract 1, Oaks of Walnut Creek, the South line of said Canfrell tract and the centerline of saidCR525, a distance of 37 85 feet to set 5/8 inch hon rod with Transystems cap for the Northeatmost‘corner oftract herein described;

(9) THENCE S 32°30i6” E, along the North line of tract herein described, a distance of 42525 feet tO aSet 5/8 inchirnu rod with Transysems cap;

(10) THENCE S 55°3 I ‘53’ E, continuing along the North line of tract berein described, a distance of386.06 feet to a set 5/8 lath inn rod with Thnsystems cap;

(II.) THENCE S 3go464g E, continuing along the North line 0 tract herein described, a distanCe of.6 12.33 feet to a set, 5/8 inch iron rod with Transystems cap;

(12) THENCE S 71°43’37” E continuing along, the North. line of tract herein described,. a distance of1,123.69 feet to the POINT OF BEGINNING, cOntaining 9.074 acres (395,264 s4uam 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 and coordinates adjusted to surfaceby project combined scale factor o’fO9998SO2448.

NOTE: Pint to accompany this legal deseription

I’ do cerfi5 on this 17th dy of Jatinary, 2013’; to Alamo. Titl,e In urance Co:mpany,. and TarrantRegional Water District, that a sarvey was ma4e on thç ground as per’the fiejd notes,shown on thissurvey and is true and correct, ‘acdording to the standards of the Texas Society of ProfessionalSurveyors Standards and Specifications for a Category 2, Condition ill Survey, and accurAte as to theboundaries and areas of the subject property and the’ size location and type of buildings andimprovemerds, if any, and shows the location of all visible easements and rights-of-way and the nghtsof-way, easemenis and other makers of record. as’ listed in Schedule B of the Commitment for Titleissued by.Alamo Title Insurance Company, with an effective date of DeCember 7,2012, issued date ofDecember 18, 2012, GF # ALDAL 18-AT0000040580 affecting the subject property and listed inExhibit “A-i” attached hereto,

Except as shown’ on the smvey (0 there are no visi11e encroachments upon the subject property byvisible improvefflents on adjacent property, ‘(ii) there are no visible encmachmaits on adjacentproperty, Etrëets Or ‘alleys by any Visible improvement’s On the, sitbject prOperty, and (lii) ‘there are no’visible conflict$ or disercpanci’cs.

‘This sun’ey”substan(ially complies with ‘the cunent Texas Society of Professional Surveyors Standardsand SpecifiCations fOr a Category 2,, Condition Ill StUvey.

ThnothyA.Registered Professional Lan4 Suyveyor

‘• :Texas Registration Number 5316

Dated: fr17- of3

bLu

U]

LuLuIn

in

-J‘1

0

EXHIBIT ‘RPARCEL 987

NOTE: LECa DESCRIPTION TO ACCOMPANY THIS PLAT.KNOWN UNDERGROUND UTIUTIES SHOWW ARE OUAUTY 1EVEL

SHEET TITLE

OMS ar waut CREEK, LAO-. TRACTZ

OQI( LEn, PG. $63. D.RJ.CJ.

\— ‘1/2’ IRF

\c -,

‘IL M D DICkEY SURVEY

S \ ASSWACT 19

PARCEL9.074

3951264

.967AC.SQ.FT.

*

1-37h

—. -ç•I j_i2j

FL PARCEL I066JAMS H. KNAPP. JR.. TRUSTEE

800K 557, PG. 445OR i.t.t

N’. 6,853,290378£ • 2,3!0,574.529(GRIt)

\

\‘.\ \

IPL PARCEL 967OAKS OF WALNUT CREEK, LLC

BOOK 3633, PG. 563, D.R.J:cJ.TRACT 1 CALLED 113.2 ACRES

LEGEND• = MARKER FOUND AS NOTED

\1’

o = 5/B CIRS STALIPED TRANSISTEMS

e = POwER POLE

\ \\çn \.cgi.

\ t% \‘ ..,t

I200

ADD0CMWA]1RJ?.E :0’

Ot TILLO

ftc200

500 WEST SEV&41H SWEETSJTE ¶.O0FORT WORTH. T 16102(sifl 33—flu$o (TELl(5I nG_;;47 (FAX)

GRAPHIC SC&C IN JTfl— 200

(S MO 0) SUE— (il/28/2012)

‘GJ NO

flAIF .0)— 7—:DMirI 81 ir

C—ECKE3 3 lAr

:.€u OrE: rT.’.?C

EXHIBiT ‘A”SEGMENT Ii, PARCEL 987

oARs OF WALNUT CREEK, LLC

PROJECTINTEGRATED PIPELiNE PROJECT

DASIS OF DEMING 5 106 TEXAS MAlt PLN4E COORDINATE5151CM I4ORTII CENTRAL ZONE (42021 108Th AILIERICAM DATUM(IIADS35(2007) WHO ALL DISTANCES ADJUSTED 10 SURFACE BY PC,.-3 OF 6PROJECT COMBIIED SCA.E rCTo O.D9S8F.C2448

ipt ymca. 934 CRUSSEt A. KENNEDY \i ‘VOL 9029 P0231, 1VOL 1730. P0, 84 Si

‘lOLl 1254 PG. 322 s I)’VOL 254. PQ. 334 l Th’

—

.Lf”/ \1NCT/ SL &scs ‘ itL,vCf. \

S. ‘. SilL 019

‘,, 2 \ \ \‘N

.IL pmca AROBERT .CAN1RLa ALO .•!p

.VQNIJIL CAIIRE_L 2 C1”t_9, fl_•‘BOOK 3689. PG 291 t.s.rk.DI 4 4

3001< 4593. PC, 153ELE1./

,, 4 —O.R.J.C.T I/ s if,

N S ‘tA

4f

S’ \

LINE TAB LE

NO SEARING DISTANCE

Li N 28’03’49’ E 38.2S’

12 N 2706’34”. .E 100.24!

L3 N 202727 E 3765’

\\

‘e\’S% \i \.-4çN \

4s%%44

‘S

EXHIBIT “A”PARt EL. 967

OAKS OF WAtMIT 0.1111K. LLC.‘TRACTZ .

‘ BOOK SZ3, Pt: 55, CR3.07,

\M DDLCREy’

AS STRACT

\

\ \%.P ‘,Q,

ml,.

1LkCt\/\’%4’\

- N;., \

1k . \ \\•\oet4 fl’\

7

‘4 \e.”<\

SURVEY195

N\

C

bLUIU,

LULUUI

LUz-I.I

\

PARCEL •9879.074 AC.

3954264. SQ.F1

_______________

N’

‘NLEGEND• = MARKER FOUND AS NOTEd

I 0 .= MARKER SET AS NOTED

T

O- = POWER POLE

TRANSMISSION TOWER

2Q0 100 0 200I

___

N.N’

GRAPHIC SCALE IN rEETa 200

4’

IPL PARCEL S87OAKS OF WALNUT CREEK, LLG

BOOK 3633, PC. 563. D.R.’J.C.t‘ TRACT 1 CALLED 113:2 ACRE

\NOTE: LEGAL DESCRIPTION TO AcCOMPANY TH!S PLAY.KNOWN UNDERGROUND UTILmES SHOWN ARE QUALITY LEVEL (2, 0)- SUE—’ (-11/28/2012)-

PRN3Et SHEET TrELE

sSystEms EXHiBIT NA”500 WEStSEVENTH STREET SEGMENT 11, PARCEL 98.7

FORt WORT. TN 16102 / MLffidST*’ , OAKS OF WALNUT CREEK, LLCC517) T39-5930 (Tfl)(617) 336-2247’ VAX) t%_ PR ECT

• ?C: hO P)0203.3U

0’)INTEGRATED PIPELINE PROJECt

CtL ‘ — 20t ,

tTE. 0’. l.201Z V7 BASIS OF flWIIIO IS 7H TEXAS TKTE pauc C00901NA0DRAWN B’ MVF’ SYSTEM NORTh CENTRAL ZONE (4202) ?40Rfl4 Ak4ENICAI 0A1(IMC’LC<LC rn. (NA083)(2007) VflTN ALL 0;STAIJCLS ADJUsTED TO SURFACE Sr • 4 0TCVi9 DAtE: /_/7—.’t.y3 PRQJECT EOMBIFIED SC4tE rACTOR 0.09356034A8


Page 1 of5

ExHrBIT ‘K’Property Description

Being 1.082-acres (47.126 square feet) of land situated in the Ainasa Hqwell Survey, Abstract Number 416,Johnson County. Texas, and more particularly that certain 4.063 acre tract conveyed to Gary B. Stephensand wife, Shirley J. Stephens, as recorded in Volume 1107, Page 411, Deed Records, Johnson County,Texas, (D.R.J.CTJ, and being further described as follows:

COMMENCING at a found 1/2” iron rod at the Northwest Corner of said Stephens tract and on the Southline of a tract of land as described by deed to Marie Joyce Zachry, as recorded in Book 3927,. Page 417,D.RJ.C.T., also being the Northeast corner of a tract of land as described by deed to Art Rolader, asrecorded in Book 3159, Page 686, D.RJ.C.T.;

THENCE S 30009 l4 E. along the West line of said Stephens tract and the East line of said Rolader tract,a distance óf200.51 feet to a set 5/8” iron rod with Transystems cap at the Northwest corner of tract hereindescribed and the POINT OF BEGINNING (N: 6,874.799.760. B: 2,387,584759 Grid);

(1) THENCE N 87°02 1 1 B, along the North line of tract herein described, a distance of314.21 feet to set5/8” iron rod with Transystems cap for the Northeast corner of tract herein described, on the East line ofsaid Stephens tract and on the West of a tract of land as described by deed to Mansfield Riding Club, asrecorded in Volume 2159, Page 36, D.RJ.C.T.;

(2) THENCE S 30°07’49” B, along the East line of tract .berein described, the East line of said Stephens tractand the West line of said Riding Club tract, a distance of 168.60 feet to a set 5/8” iron rod with Transystcmscap for the Southeast corner of tract herein described;

(3) THENCE S 87°02’l 1” W, along the South line of tract herein described, a distance of314.l 3 feet to a set5/8” iron rod with Transystems cap fur the Southwest corner of tract herein described, on the West line ofsaid Stephens tract and on the East line of said Rolader tract;

(4) THENCE N 30009 14” W. along the West line of tract herein described, the West line of said Stephenstract and the East line of said Rolader tract, a distance of 168.64 feet to the POINT OF BEGINNING,containing 1.082-acres (47,126 square 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 0.9998802448.


PErcel 998Integrate Pipeline Project

Page 2 ofs

I do cerfii& on this 8th day of FebruA±y, 2013. to Alamo Title lhsuranbe and Tan-ant Regional Wat&Thstict that a survey was made on the ground as per the field xiOtes shown on thiswvey and is j-ue andcorrect according to the standards of the Texas Society of Professional Surveyors Standards andSpecifications for a Category 2. Condition ff1 Survey, and accurate as to the boundazies and areas of thesubject property and the size, location End type of buildings and improvements, if arty, and shows thelocation of oil visible easetnents End rights-of-Way and the dMs-of-way, ëaemenft and other matters ofrecord. listed in Schedule B of the Commitment for Tide issued by Alamo Title Insurance, with aneffeci’ve date of Januaiy 15, 2013. issued date: of Januaiy 23, 2013, CF # ALDAL i8-AT0000041065affecting the subject propertyand listed in Exhibit A- attached hereto.

Except as shown on the sfley Ci) there ate no visible encroachments upon the subject property by visibleimprovements on adjacent property (u) there are no visible encroachments on adjacent property, streels oralleys by any visible improvements on the subject property, and (iii) there are no visible conflicts ordiscrepancies.

This sun’eysubstandally omp1ies wfth the current Texas Society of Professional Surveyors Standards andSpecifications for a Category 2, Condition 111 Survey.

.Frist

Registered Profesioa1 Land Surveyor 7. ariNumber 5316

‘ EXHJB)T ‘A”N PARCEL 998

A Nair

I - ‘\ \ •t- AMASA HOWELL SURVEY4 I.LAZkJDYCE2AC1RY N’ \\\ \\ ABSTRACT 416

I BDDK 3927 PG. 417

ftDR4CT

/1

0UL20.G 1

21 4 MANSFELD RIDING CLUB

PUB

VD. 36

Ii— 6 874.799 760 p6. 2387534Th9 .? \Coma)PARCEL 98 \ %

IL PARCEL 996 — 1.082 AC. .

BD:686 % -.47,125 SQ.FT. ‘

DRILl r.‘ \

\ \\‘ ._______a_____ ‘

\ 314.13’

‘. GARY E. STEPHENS \ --\ r. \3 AND WIFE, SHIRLEY J. STEPHENS\ \ \‘- VOL 1107, PG 411

‘ D.R.J.C 1CALLED 4.053 ACRES

-- *IL rID

*

.. RM.DELL L POWERS HOUSE r

LEGEND qass2 E7OWCRS \n IRE -

• = MARKER FOUND AS NOTED‘ *J’ HOU ‘—c

‘ — 100 50 0 1000 = 5/8’ CIRS STAMPED TRANSYSTEMS \ — PlC NAIl, FY40

‘ —0 = POWER POLE NOTE. N KNOWN UNDERGRQUND UTILITIES— (12—05—2012) GRNIC SCALE I1 rEET

NOTE: LEGAL DESCRIPTIOW TO ACCOMPANY THIS PLAT. i’ — too

PRI.flEDç SHEET TiTLE

.t injlsystems) EXHIB IT “A”SOD W5T SEVENTH SThEET SEGMENT 1 1, PARC EL 996STF JIGS ‘&. )4c . . GARY E. STEPHENS AND WIFE(7) 9O WL) K. T1LIEW A. FOSI SHIRLEY I STEPHEN S

;Jh:’n2:;W,

PROJECTINTEGRATED PIPEUNE PROJECT

TI D7-tS-’’3 t? sASs or auwno is THE TEXAS STATE PLANE COOROIYiAIECR en’ BI R I F SYSTtkS, noqm CENTRAL ZONE (42D2 NORBI AIAERICAW SAJUM çC tC.tC’ (ILADOL)(2007) WITH AU. DISTANCES ADW.STED 10 SLRrADL , PG 3 ortn, S DS1 -I ‘t 3 I Zr ‘Qt Z?.f’3 PROJECT COk4BNED SCALE rAclo; C 9998B02348


Page iofl2

EXFIIBTT”A”Property Description

Being 17.654—acres (768:991 Equare feet) of land situated in the .3.8.8. & C. Railroad Survey, AbstractNumber 83. Johnson County, Texas, and more particularly that certain 547.277 acre tract conveyed toSunbelt Land Investments 547, LTD., as recorded in Book 3450, Page 120, Deed Records, JohnsonCounty, Texas, (D.R.J.CTJ, and being further descdbcd as follows:

COMMENCING at a found l/2’ iron rod at the Northeast corner of said Sunbelt tract and the Northwestcorner of a tract of land as described by deed to Thomas L. Bell and wife, Mary S. Bell, as recorded inBook 3718, Page 135, D.E2.C.T.;

THENCE S II 05959’ E, along the East line of said Sunbelt tract and the West line of said Bell tract, adistance of 525.33 feet to a set 51W’ iron rod with Transystems cap at the East corner of tract hereindescribed, the Southeast corner of said Sunbelt tract and on the North line of a tract of land as describedby deed to Richard Mares and wife, Melody Sue Mares, as recorded in Book 1863, Page 825. D.R.J.C.T.,from which a found 1/2” iron rod bears N l330’58” W, 3.06 feet and the POINT OF BEGINNING(N: 6,870,662.794, E: 2.394,826.694 Grid);

(1) THENCE S 79°5l’35” W, along the South line of tract herein described, the South line of said Sunbelttract and the North line of said Mares tract, a distance of 290.28 feet to a found 5/8” iron rod for an elIcorner of tract herein described, an eli corner of said Sunbelt tract and the Northwest corner of said Marestract;

(2) THENCE S I 8°l2’47” E, along the South line of tract hereiri described, the East line of said Sunbelt tractand the West line of said Mares tract a distance of 26.25 feet to a set 5/3” iron rod with Transystems capfor the Southeast corner of ti-act herein described;

(3) THENCE N 73°54’22” W, along the South line of h-act hcrcin described, a distance of 594.50 feet to a set5/8” iron rod with Transystems cap;

(4) ThENCE N 90°00’OO” XV, along the South line of tract herein described, a distance of 764.28 feet to a set5/8” iron rod with Transystems cap;

(5) THENCE S 79°l I ‘06” W, along the South line of tract herein described, a distance of 701.28 feet ton set5/8” iron rod with Transystems cap;

(6) THENCE N 72°04’04” W, along the South line of tract herein described, a distance of 1212,05 feet to aset 5/8” iron rod with Transystems cap;

(7) THENCE N 63D2lO2 W. along the South line of tract herein described, a distance of 220.58 feet to a set5/8” iron rod with Transystems cap;

(8) THENCE N 75°1 P09” W, along the South line of tract herein described, a distance of6l 7.08 feet to a set5/8” iron rod with Transystems cap;

Paftel 1007Iutegratcd Pipeline Project

Pagç2ofl2

(9) THENCE S 79°.581 T’W, along the South line of tract herein described, a distance of 757.07 feet to a sets/r iron rod with Transysteins cap for the Southwest corner of tract herein described, on the West line ofsaid Sunbelt tract and the East line of a tad on. land as described by deed to SIC. Pres1ey imd wife,Loretta Pressley, as recorded in Book 2056, Page 364, D.R.J.C.T.;

00) THENCE N 30°30’25” W, along the West line of tract herein described, the Vest line of said Sunbelttract and the East line Of said Pressley tract, a distance of 160.12 feet to a set 518” iron rod withTransystems cap for the Northwest corner of tract herein described,;

(II) TMENCE N 79°5S’ 17” E, along the North line of tract herein described, a distance of 846.13 feet to a set5/8” iron rod with Transystems cap;

(12) THENCE S 75°1 I’09’ E, along the North line offlct herein described, a distance of 665.66 feet to a set5/8” iron rod with Transystems cap;

(13)TRENCE S 6 3°21 ‘02” E, along the North line of tract herein described, a distance of 224.70 feet to a set5/8” iron rod v.’ith Transystem cap;

(14).THENCE S 72°04’04” 5, along the North line of tract herein described, a distance of 1,262.17 feet to aset 5/8” iron rod with Transystems cap;

(15) THENCE N 79°l l’Oo’ E, along the North line of tract herein described, a distance of 677.03 feet to a set518” iron rod with Transystems cap;

(16) THENCE S 90°00’OO” B, along the North line of tract herein described, a distance of 799.69 feet to a set5/8” iron rod with Transystems cap;

(17) THENCE S 7394’22” 5, along the North line of tract herein described, a distance of 861.29 feet to thePOUTF OF BEGINNING, containing 17.654-acres (768,991 square feet) of land, more or less.

NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202)., NorthAmerican Datum 1983 (NAt) $3)(2007) with all distances adjusted to surface by project combined scalefactor of 0.9998802448.


Parcel 1007Thtegind Pipeline Project

Page 3 of 12

I do certify on this 5th day of March, 2013 to Alamo Tile Insurance and Tanant Regional Water District,thata survey was made on the ground as êr the field hates shown on this survey nd is [me and correctaccording to the standards of the Texas Society of Professional Stfrvtyois Standards and Specifications fora Category 2, Condition 111 Survey, and a curate as to the boundaries and areas ofthe subject property andthe size, location apd type of buildings and improvements, if any, and shows the location of all visiblecasements 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 Alamo Title Insurance, with an effective date ofPebmarv 4, 2013, issued date of March 25, 20l3 GF # ALDAL l8-AT0000041553 affecting the subjectproperty and listed in Exhibit A-l attached hereto.

Except as shown on.the survey:. ti) there areno visible encroachments upon the subject property by visibleimprovements on adjacent property, [ii) there are nO visible eheroachmaits on adjacent property, streets oralleys ky any visible improvements on the subject property, and (iii) there are no visible conflicts ordiscrepancies.

This survey subStantially complies with the ciwrent Te?S Society of Professional SurveyorE Standards andSpeôifications for a Catøgory2, Condition Ill Survey.

Timothy A. FrdRegistered Professional Land SurveyorTexas Regisfltion Number 5316

Dated:

500 WEST SEVENTh STREETSUITE 1100FORT WORTH, TX 76102(817) 339—8950 (Ta)(017) 336—fl47 (FA3()

‘RE

IT “A”PARCEL 1Q07

SUNBELT LAND INVESTMENT 547,

BOOK 3450, PG. 120D.R.J.C .T.

CALLED 547.277 ACRES\

B..B..B. AND

AB

C. RAILWAY C. OMPANYSURVEY

STRACT 63

V

\

LTD.

gOt

;:;It)

IwInIU)

•3___ca

46._7’E ,.—

fl PARCEL 1005SR. PRESSLEY

AflD MFE. LOREITA PRESSLEYDOOR 2055 Ps. 354

D.B.J.C.T.

r’.. --

N -

61708.

LEGEND

InInU)

Inz-JIU

PARCEL17. 654

768,991

1007AC.

SQ. FT

S MARKER F0’JND AS NOTED

0 = 5J8 CIRS STAMPED

-0- = PpWER POLE

TRAN SYSTEMS INOTE: KNOWN UNDERGROUND UflUTE5 SHOWN

NOTE: LEGAl. OESCRIPT1ON T

200 100

(12—05—2012)

0 20C

EXHIBIT ‘W’SEGMENT 11, PARCEL

SUNBELT LAND INVESTMENT1007547’. LTD.


p4515 OF,.BEARINQ 15 ThE TEXAS STATE PI:ME t0RDINAThSYSTEM’ NORTH CENTRAL. ZONE (4202) NORTH M4ERICA)J DATUM II(NADB3)(2001) WITH ALL DIStANCES ADJUSTED 10 SURFACE Byll PC. 4 OF • 2PROJECT COMBINED SCALE FACTOR 039l

EXHISIT “A”PARCEL 1007

LOG

• .N2t‘Qrw

•e-

GRA-IID SCALE IN FEET200

SIlEE TITLE

B AND D SUE— (12—05—2012)

EXHIB It “A”SEGMENT 11, PARCEL 1007

SUNBELT LAND INVESTMENT 547, LTD.

PROJECT. INTEGRATED PIPElINE PROJECT

BAES OF BEARING IS THE ‘TEXAS STATE PLANE COORDINATESYSTEM. NORTH CENTRAl ZONE (4202) NorM AMERCAN DATUI4(HAOB3)12007) WITh ALl DrSTAIICES ADJUSTED TO SURFACE BYROJCC1 CDLSIIIED SCAI.E FACItR DQ99B50244B

UII(n

UUIU)

UIz-JIU

2

—Ps 6-

SUNBCLT LAND INVESTMENT 547 LTD.SOCK .3450, PG. 120

P.R.J.C .TCALLED 547.277 ACRES

C

I. 0

1 007AC.

SQ.FT.

PARCEL17.654

768,991

--

-

to

HUUIU,

UUU)

Uz-IIUH

2

C. RAILWAY dOMPANYS U LWEY

ABSTRACT 83

B,B.B. AND

LEGEND• = MARKER FOUND AS NOTED

o 5/8 CIRS STAPED TRANSYSTENS

-

200 100 0

•&Sysm>

NO kNOWN UNDERGROUND UT1UTIES SRDWN ARE QUALifY LEVELNOTE: LECAL DESCRIPTION TO ACCOMPANY_THIS PLAT.

200

500 WEST SEThtH SWEETStJ]TE BOOFORT WORTH. 1 7t102(0t7) 33B—a95D (TEL)(hi?) 336—2?’? (FAX)

EXHIBIT “A”PARCEL 1007

B.B.B. AND C- RAILWAY CGMPANY\SURVEY

AB STRAC T 8.3 ‘S

\.U) I

H II I’SI—

LU SUNBELT LAND INVESTMENT 547, LTD.LU BOOK 3450, PG. 120 I

I 0.R.J.C.T. I hiU] CALLED 547.277 ACHES I .-—-—-----—-—‘ I

II U)LU I

LU II hiU] hi

iI InLU 1

wz ii

I’C _S7. I I

I CH

—. - I

•“ 2 ,.-r1”677.03 I

•—.‘ E0

04 •.Iv .—.

LEGEND• MARKER FOU$40 AS NOTED

o = 5/B’ CIRS STAMPED TRANSYSTEMS 200 200

= POWER POLEI GRAPHIC SCALE IN FEET

I1200

I!NOTE KNOWN UNDERGROUND UTILITIES SHOWN ARE OUAUW LEVEL B AND 0 SUE— (12—05—2012)

NOTE: LEGAL DESCRIPTION TO AOCOMPANY THIS PLAT

PnII4IED SHEET TIRE

$ff1Sysums)‘ EXHIBIT “A”

500 WESt SEVENTh razr s%isi.. SEGMENT 11, PARCEL 1007SUITE HOCFORT WORTH, TX 78102 f1TAorZ\ SUNBELT LAND INVESTMENT 5.47 LTD.(817 339—8950 (TEL)

‘ g-’C PROJECT. . I INTEGRATED PIPELINE PROJECT 1OJ I0: D3Qq)33

(817) 336—22’? (FAg) c’/

SCQE: V . 0

DAtE: O35-20I3 BASIS CF BEARING IS THE TflAS STATE PLANE COoRDINATE iiDRAWN DY, RU SYSTEM NORTH CENTRAL DNE (4202) NORTH AMERIC?$ DATUM IICHECKED fit LNAOB35(2001) finN All WStkkES ADJUSTED TO SURFACE DY II C. 6 OF 12 IRLSEO BAIL D’—17-2012 ?—5 oI 5 pROJECt CCIAD?NEO SCALE FACTOR 0.99B8502448 II

PARCEL 100717.654 AC.

768,991 SOFT.

s9o’oo’dO’E799.6W

,0

<‘ I

°

6.; I—O

>1100

IwoL .t’0

B...S.B. AND C. RMLWAYSURVEY

ABSTRACT 3

COMPANY I200 100

S9O’OO’OO’t799.69’

764.28’ ‘a—.. -‘a-..A a-. —73’5.,.. ‘a-.

—.

LEGEND

0 200

SHEE TITLE

EXHIBE “A”SEGMENT 11, PARCEL

SUNBELT LAND INVESTMENT

PROJECTINTEGRATED PIPELINE PROJECT

BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINA1EISYSTEM. NORTH CENTRAL ZONE (4202) 140RTh AUERiCAI4 DATUM(HAO6J)(2007) WiTH AU. DISTANCES ADJUSTED TO SURFACE BY -.

PROJECt COMBINED SCALE FACTOR D3flS80244B

EXHIBIT 0K’PARCEL 1007

(C

FLuLuzU’)

LuLuU)

Lu2-JIU

GRAPHIC SCALE IN FEET— 200’

------—------------—““rP.O.C.hr IRE’

SUNBELT LAND INVESTMENT 547, LTD.BOOK 3450, PG. 120

D.R.J,C.T.CALLED 547.277 ACRES

\I1

PARCEL17. 654

768,991

1007AC.

SQ.F1.518’12’47’E

2 5,25’

P.O’SN E,470,662.794E— 2 394,!26,694(GRIDs

• = MARKER FOUND AS NOTED

o — 5/B’ CIRS STAMPED TRANSYSTEMS

.0’— POWER POLE

Ft PARCEL. iooaR’CHARC U.ARfl

AND WIFE. Maooy SUE MARESB00,c 1B63. PC. 625

aR.J.C.T.

b1OTL KNOWN UNDERGROUND UTILITIES SHOWN ARE OUAUfl LEVEL B ANDNOTE: LEGAL DESCRIPT10? TO ACCOMPM1! ThIS PLAT.

SOD (jEST SV,tNTh, STREETSUITE 1100FORT WORTH, IX 767.02(DI?) 339—8950 (TEL)(a17) 356-2247 (FAX)

0 SUE— (12—05—2012)

IDD7547, LTD.

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 Lane 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 17, 2015.

22.

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

adjourned.

These Corrected Minutes were approved on December151 2015 in order to

correct certain errors in the original Minutes.

Secretary

Date post:	03-Apr-2023
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CORRECTED MINUTES OF A MEETING OF THE BOARD OF ...

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