Present Victor W. Henderson Jack R. Stevens Marty V ...Nov 15, 2016 · Brian Brasher of the U.S....

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

HELD ON THE 15th DAY OF NOVEMBER 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 Alan Thomas, Darrel Andrews, Laura Blaylock, Steve Christian,

Linda Christie, Wesley Cleveland, David Geary, Jason Gehrig, Rachel Ickert, Nancy King,

Chad Lorance, David Marshall, Sandy Newby, Wayne Owen, Gabe Savage, Kirk

Thomas, and Ed Weaver.

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

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

Christie, Schell, Kelly, & Taplett, L.L.P.; Jerry Clark and Alan Johnson of FEMA Region

6; Don McDaniel of TMG Imaging; Charles ‘C.B.” Team of Ellis and Tinsley; Andra Beatty

of Andra Beatty Real Estate; Brian Kamisato, Clay Church, Brian Brasher, Loree Baldi,

and David Little of U.S. Army Corps of Engineers; Alan and Molly Raynor of McCall,

Parkhurst & Horton, L.L.P., Bob Brashear of CDM Smith; Bill Paxton of Trinity River

Communications - Joint Venture; Christine Jacoby and Amanda Smayda of JQ

Infrastructure; and Randy Payton 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.

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 October

18, 2016. It was accordingly ordered that these minutes be placed in the permanent files

of the Tarrant Regional Water District.

3.

Brian Brasher of the U.S. Army Corps of Engineers gave a presentation regarding

the periodic floodway inspection to the Board.

4.

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

capital expenditures as noted below.

Tarrant Regional Water DistrictBoard of Directors Meeting

November 15, 2016

Capitol Bopeoditaren

2 [TB 17-004 1/2 CaidwelI CountryTon 4W0 Crow Chovrolot, Coidwolt,Cob SWB Pickup Tenon- Unit 2-369

3 [TB 17-004 1/2 Coldwnlt CountryTon 4W0 Crew Chevrolet, Coidwell,Cob SWB Picknp Tenon- Unit 2-371

4 [TB 17-004 1/2 Coldwet CoontryTon4WD Crow Chevrolet, Coldwell,Cab SWB Pickup Tenon- Unit 2-372

5 [TB 17-004 1/2 CoIdwoll CountryTon 2W0 Crow Chevrolet, Cutdwoll,Cob SWB Pickup Tenon- Unit 2-365

6 flBl7-005lTon4WD Sot Cab &Channin W/UklityBed - Unit 2-360

7 [TB 17-0051 Ton Pine Star Chovrnlet,4WD Ent Cob & Carrnltinn, TenonChannin W/UtilitySad -Unit 2-361

8 [TB 17-0051 Ton Fine Star Chevrolet,2WD Crew Cob Carrnlftnn, Tenon& Channin ORWW/U/ility Bed -

Unit 5-107

[TB 17-005 3/4 Pine Star Chevrolet,Ton 4W0 Crew Carntltnn, TenonCab SWB Pickup- Unit 2-370

New cnit 2-364 will replace wit 2-2642011 Chevrolet 1/2 Ton 4WD Crew CabPickup with apprndmately 120,000 milan.New wit will be annigned to PLDepartment. Unit 2-294 will be enordated[nra pool wplucement or sold at ovctnn.The pnrckane wit be made notdng theState of Tenon Co-Op program, inocnordonce with Local Govemment Code

§ 271 083$31,855.00 Now unit 2-369 will replace wit 2-218

2004 Chevrolet 1/2 Ton LWB Pickup withappmdmotely 80,000 when New unit willbe annigned In Operatinnn FloodwayOepadmenL Unit 2-216 will be sold atauction. The purchane will be modeutilizing the State of Tenon Co-Opprogram, in accordance with LocalGonommen/ Code § 271.083.

$21,407.00 New unit 2-37t will replace wit 2-3072014 Ford 3/4 Ton Eat Cab W/U0 bedwith appmdmutely 106,000 milen. Newunit witl be annigned to PacilitenDepartment. Unit 2-307 will be enoluatedand replace another nnit in Pacilitien, theuoit replaced will be tor a sold at auction.The purchane will be wade chiming theState of Tenon Ca-Op program, inuccordanoe with Local Gnvemwent Code6271.083

$31,407.00 New unit 2-372 will be an addison to thePleat and annigned to PaciliienDepartment. Unit 2-324 will be annigoedto secondary une. The purchase will bemade utilizing the State of Tenon Cn-Opprogram, in accordance with LocalDnnermnont Code § 271,083,

$28,704.00 New nnit 2-365 will replace wit 2-3152013 Dodge 1/2 Tnn 2WD Crew Cabpickup with appmnimutaly 124.000 milen.New anit will be annignad to PipelineOperationo. Unit 2-319 will be enolnotedfor a pont replacement or sold at aucton.The purchene wit be made utiting theState of Tenon Co-Op program, inaccurdanoe with Local Onnommont Code$271 083.

$46,g56,00 New volt 2-360 will be an addition tn thefleet and avnignod to Pipeline Operabonv

The purchene will be made vsliing theState of Tenon Co-Op prognom, inaccordanoo with Local Gunorowant Code

§ 271.083.

$46,856.05 New unit 2-361 will be an addibon to thefeet and assigned to PipelineOperakono. The pumhesa will be madevtiltaog the State of Tenon Co-Opprogram, in accordance with LocalGovenynent Code § 271 083

$52,050.00 New unit 5-107 witl replace unit 5-872005 Ford 1 Tan 2WD Crew Cab &Chennin with Ubtty Bad andapprodmatelp 75,500 milen New unit willbe annigned to Eagle MountainOpenotiano. Unit 5-87 will be sold atauckon. The pvrchene will be madeutitizing the State of Tenon Cu-Opprogram, in accordanoe with LnoalOonorrnnnnt Code $271 583

$38,199.10 New unit 2-370 wilt reptace wit 2-2gB2010 Chevrolet 1/2 Ton 4WO Crew CabPickup and approoimataty 91,000 mitan,New wit will be avoigned to the LawEnforcement Division. Unit 2-258 will beenolnotod for a Enforcement poolreplacement or sold at auction. Thepumhene wilt be made utilizing the Stateof Teoan Co-Op program, in accordancewith Local Dovamment Code § 271.863.

November 11,2016 Connthjcsun andOperaboonCnmmioee

November11, 2016 Conntrvction andOperabonnCnmmiftee

November 11,2016 Connthjction andOperatonoCammigee

October 7, 2016 Conntmckon andOperatonnCommisee

October 7, 2016 Conntraction andOp craboonCommioee

October 7, 2016 Conotnockon andOperationsCommioee

November 11,2018 Convtnockon andOperutinnuCommisee

November 11,2016 Cnnothwtion andOp eratonnCommiftoa

General Fund Total $132,870.10Revenue Fund Total $205,418.00

TOTALS $338,288.10

$139,500.00$195,500.00

$335,000.00

Eqalpment Recommended AmoantVender

178 17-00410 CaIdwell Coontry $30,952.00Ton 4WD Crew Chevrolet, Catdwett,Cab SWB Pickup Tenon- Unit 2-3 84

[ . project‘. I I Fendkng I CemmftteeRevtew I

DescrIption Panding Badgefed Reason for DateSoarce(s) Amoant VanianceRevenue $30,000.00 November11, 2010

Committee

Cnnntnoction andOpvrabnvvCommiBen

Oanorat $32,000.00

Ganerat $32,000.00

Oeneral $32,000.00

Revenue $28,000.00

Revenae $45,000 00

Ravenw $45,000.00

Revenue $47,500.00

General $43,500.00

Ply Star Chevrolet,Canolbon, Tenon

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

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

5.

With the recommendation of management, Director Leonard moved to authorize

the District to enter into an Interlocal Cooperation Agreement with the Trinity River

Authority (TRA) to jointly prepare a work plan to study strategies to use water discharged

from TRA into the District’s system. Director Kelleher seconded the motion and the vote

in favor was unanimous.

6.

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

contract amendment with CDM Smith, Inc. in the amount of $700,000 to complete Phase

3 of the contract, originally awarded in April 2013, to detail the benefits of stormwater

quality practices in the watershed area downstream of Lake Benbrook (including Mary’s

Creek) and Lake Worth to Beach Street and provide a guidance document on how to

implement these practices. The revised contract value, with this amendment, will be

$1,198,480. Funding for this contract is included in the Fiscal Year 2017 General Fund

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

7.

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

change in calculation of retainage being held for Texas One Source Industrial Solutions,

LLC. to 5% of the total contract price of Task I following the recent 50% completion

milestone of its contract for the construction of Task 1 of the Airfield Falls Trailhead. All

remaining contract payments are to be made in full, the Board having found that

satisfactory progress is being made. However, any changes to the contract price by

change order or alternate base bid work for the project will require adjustment to the

retainage schedule. Director Stevens seconded the motion and the vote in favor was

unanimous.

8.

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

contract with the Texas General Land Office, through Cavallo Energy Texas, at a price

not to exceed $O.041 per kWh for a retail electric service contract effective January 1,

2018. Funding for this contract is included in the General Fund and Revenue Fund.

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

9.

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

contract with Felix, Inc. in the amount of $2,406,884 for construction of the Booster Pump

Station Cooling, Phase 111(A). Funding for this contract is included in the Bond Fund.

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

10.


change in calculation of retainage being held for R.E. Monks Construction Company, LLC

to 5% of the total contract price following completion of the 50% milestone of their contract

for the Kennedale Balancing Reservoir Third Cell foundation construction. All remaining

contract payments are to be made in full, the Board having found that satisfactory

progress is being made. However, any changes to the contract price by change order or

alternate base bid work will require adjustment to the retainage schedule. Funding for this

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

in favor was unanimous.

11.


contract with Blackhall Engineering Limited in the amount of $1,788,958 to provide one

108-inch gate valve for the Joint Cedar Creek Lake Pump Station (JCCJ). Funding for

this contract is included in the Bond Fund budget. Director Kelleher seconded the motion

and the vote in favor was unanimous.

12.


change order with Crispin Valve, LLC. in the amount of $161,518 for two 66-inch butterfly

valves for the Kennedale Balancing Reservoir Pressure Reduction Station. Funding for

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

and the vote in favor was unanimous.

13.

Staff Updates

• System Status Update• Twin Points Update

14.

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

address the Board of Directors.

The Board of Directors recessed bra break from 10:42 a.m. to 10:55 a.m.

15.

The presiding officer next called an executive session at 10:55 a.m. under

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

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

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

Consultation with Attorneys Regarding Pending or Contemplated Litigation (Tarrant

Regional Water District v. Lazy W District No. 1, et a!., 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. 1 of Henderson

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

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

Law No. 1 of Henderson County, Texas; and under Section 551 .072 to Deliberate the

Purchase, Exchange, Lease or Value of Real Property.

16.

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 708(Fagan)

A permanent easement interest in, over, and across a 7.113-acre tract of landsituated in the M.B. McKeever Survey, Abstract Number 479, HendersonCounty, Texas, and being more particularly described as a portion of thatcertain 22.77-acre tract conveyed to R. Todd Fagan and Nancy L. Fagan, byinstrument recorded in Document Number 2012-00000798, HendersonCounty Real Property Records, and a portion of that certain 208.686-acretract conveyed to R. Todd Fagan and Nancy L. Fagan, by instrumentrecorded in Document Number 2009-00012474, Henderson County RealProperty Records, together with a permanent easement interest in, over, andacross a 7.138-acre tract of land situated in the MB. McKeever Survey,Abstract Number 479, Henderson County, Texas, and being more particularlydescribed as a portion of that certain 19.60-acre tract conveyed to R. ToddFagan and Nancy L. Fagan, by instrument recorded in Document Number2012-00000678, Henderson County Real Property Records, such tracts beingfurther described in the survey plat for Parcel 708 attached hereto. Anappraisal prepared by an independent, qualified real estate appraiser usingstandard accepted valuation techniques established the amount of $220,000as just compensation for the above-described property.

Parcel 70$ Part 1Integrated Pipeline Project

Page 1 of 15

EXHIBIT “A”Property Description

Being 7.113-acres (309,838 square feet) of land situated in the M.B. McKeever Survey, AbstractNumber 479, Henderson County, Texas, and more particularly that certain 22.77 acre tractconveyed to R. Todd Fagan and Nancy L. Fagan, by instrument recorded in Document Number20 12-00000798, Henderson County Real Property Records, (H.C.R.P.R.), and that certain208.686 acre tract conveyed to R. Todd Fagan and Nancy L. Fagan, by instrument recorded inDocument Number 2009-000 12474, H.C.R.P.R., and being further described as follows:

COMMENCING at a 5/8 inch iron rod found for the southeast corner of that certain tractconveyed to Brad Pace, by instrument recorded in Document Number 2009-00017083,H.C.R.P.R., said 5/8 inch iron rod being the northeast corner of that certain tract described asTract Two conveyed to Elaine Asmussen, by instrument recorded in Volume 2590, Page 267,H.C.R.P.R., said 5/8 inch iron rod being in the west line of said Fagan 22.77 acre tract, said 5/8inch iron rod being in the west line of said Abstract Number 479, said 5/8 inch iron rod alsobeing in the east line of the J. G. Ratliff Survey, Abstract Number 666, Henderson County,Texas;

(1) THENCE North 02 degrees 00 minutes 37 seconds West, along the common line of said Fagan22.77 acre tract, said Pace tract, said Abstract Number 479, and said Abstract Number 666, adistance of 421.10 feet to a MAG nail set for the POINT Of BEGINNING (N:6,73$,926.057,E:2,793,177.499 Grid);

(2) THENCE North 02 degrees 00 minutes 37 seconds West, along the common line of said Fagan22.77 acre tract, said Pace tract, said Abstract Number 479, and said Abstract Number 666,passing at a distance of 0.51’ a Mag Nail found, in all a distance of 156.21 feet to a 5/8 inch ironrod with cap stamped “GORRONDONA” set for corner, from which a 1/2 inch iron rod foundfor the most southerly southwest corner of that certain tract conveyed to Billy Wagoner andAngela Wagoner, by instrument recorded in Volume 1873, Page 20, H.C.R.P.R. bears North 02degrees 00 minutes 37 seconds West, a distance of 89.17 feet;

(3) THENCE North 89 degrees 03 minutes 24 seconds East, a distance of 12.45 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;

(4) THENCE South 70 degrees 53 minutes 42 seconds East, a distance of 2050.22 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner in the east line of said Fagan208.686 acre tract, said 5/8 inch iron rod with cap stamped “GORRONDONA” being in the westline of that certain tract conveyed to Neal Velvin and Nell Velvin, by instrument recorded inVolume 2498, 8, H.C.R.P.R.;

(5) THENCE South 04 degrees 51 minutes 12 seconds East, along the common line of said Fagan208.686 acre tract and said Velvin tract, a distance of 164.1$ feet to a 5/8 inch iron rod with capstamped “GORRONDONA” set for corner;

(6) THENCE North 70 degrees 52 minutes 50 seconds West, a distance of 1436.04 feet to a 5/8inch iron rod with cap stamped “GORRONDONA” set for corner;

Parcel 708 Part 1Integrated Pipeline Project

Page 2 of 15

(7) THENCE North 70 degrees 55 minutes 26 seconds West, a distance of 636.27 feet to thePOINT OF BEGINNING and containing 7.113 acres (309,838 square feet) of land, more orless.


Page 3 of 15


Being 7.13 8-acres (310,948 square feet) of land situated in the M.B. McKeever Survey, AbstractNumber 479, Henderson County, Texas, and more particularly that certain 19.60 acre tractconveyed to R. Todd Fagan and Nancy L. Fagan, by instrument recorded in Document Number2012-00000678, Henderson County Real Property Records, (H.C.R.P.R), and being furtherdescribed as follows:

COMMENCING at a 1/2 inch iron rod found for the northwest corner of said fagan 19.60 acretract, said 1/2 inch iron rod being the southwest corner of that certain tract described as TractTwo conveyed to R. Todd fagan and Nancy L. fagan, by instrument recorded in DocumentNumber 2011-00003592, H.C.R.P.R., said 1/2 inch iron rod being in the east line of that certaintract conveyed to Neal Velvin and Nell Velvin, by instrument recorded in Volume 2498, Page9$, H.C.R.P.R., from which a 1/2 inch iron rod found in the common line of said Fagan 19.60acre tract and said Tract Two bears North 88 degrees 41 minutes 27 seconds East, a distance of1884.82 feet;

THENCE South 02 degrees 10 minutes 34 seconds East, along the common line of said fagan19.60 acre tract and said Velvin tract, a distance of 36.29 feet to a 5/8 inch iron rod with capstamped “GORRONDONA” set for the POINT OF BEGINNING, (N:6,737,514.608,E:2,797,354.358 Grid);

(1) THENCE South 67 degrees 14 minutes 36 seconds East, a distance of 23.64 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;

(2) THENCE South 77 degrees 07 minutes 36 seconds East, a distance of 89.31 feet to a 5/8 inchiron rod with cap stamped “GORONDONA” set for corner;





(7) THENCE North 72 degrees 42 minutes 48 seconds East, a distance of 51.11 feet to a MAG nailset for corner in the easterly line of said fagan 19,60 acre tract, said MAG nail being in StateHighway 19 (+/- 27’ asphalt pavernent)(no deed of record found);


Page 4 of 15

(8) THENCE Sotith 23 degrees 57 minutes 38 seconds East, along the easterly line of said Fagan19.60 acre tract and along said State Highway 19, a distance of 151,03 feet to a MAG nail set forcorner;

(9) THENCE South 72 degrees 42 minutes 48 seconds West, a distance of 130.90 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;

(10) THENCE North 87 degrees 00 minutes 22 seconds West, a distance of 1745.92 feet to a 5/8inch iron rod with cap stamped “GORRONDONA” set for corner;

(11) THENCE North 86 degrees 04 minutes 59 seconds West, a distance of 194.09 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;

(12) THENCE North 67 degrees 06 minutes 43 seconds West, a distance of 23.80 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner in the west line of said fagan 19.60acre tract, said 5/8 inch iron rod with cap stamped “GORRONDONA” being in the east line ofsaid Velvin tract, from which a 5/8 inch iron rod found for the southeast corner of said Velvintract bears South 02 degrees 10 minutes 34 seconds East, a distance of 120.62 feet;

(13) THENCE North 02 degrees 10 minutes 34 seconds West, along the common line of said Fagan19.60 acre tract and said Velvin tract, a distance of 166.03 feet to the POINT OF BEGINNINGand containing 7.13 8 acres (310,948 square feet) of land, more or less.

Parcel 708 Part 1 and Part 2Integrated Pipeline Project

Page 5 ofl5

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

NOTE: Plat to accompany this legal description.

I do certify on this 3rd day of May, 2016, to Attorney’s Title Co. of Henderson County, fidelityNational Title Insurance Company, and Ta;iant Regional Water District, that a survey was made on theground as per the field notes shown on this survey and is true and correct according to the standards ofthe Texas Society of Professional Surveyors Standards and Specifications for a Category 2, ConditionIV Survey, and accurate as to the boundaries and areas of the subject property and the size, location andtype of buildings and improvements, if any, and shows the location of all visible easements and rights-of-way and the rights-of-way, easements and other matters of record as listed in Schedule B of theCommitment for Title issued by Fidelity National Title Insurance Company, with an effective date ofOctober 16, 2014, issued date of October 21, 2014, GF #14-5$0-DD affecting the subject property andlisted in Exhibit “A-I” attached hereto, other matters of record as listed in Schedule B of theCommitment for Title issued by Fidelity National Title Insurance Company, with an effective date ofOctober 22, 2014, issued date of October 2$, 2014, GF #14-578-DD affecting the subject property andlisted in Exhibit “A-2” attached hereto, other matters of record as listed in Schedule 3 of theCommitment for Title issued by Fidelity National Title Insurance Company, with an effective date ofOctober 14, 2014, issued date of October 21, 2014, Gf #14-579-DD affecting the subject property andlisted in Exhibit “A-3” attached hereto.

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

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

Chris T. AbbottRegistered Profession Land SurveyorTexas Registration No. 6407

Dated:/ 1

EXHIBIT “A”

PARCEL 708 INDEX

N. BOX SURVEYABSTRACT 58

R. TODD FAGAN AND NANCY L. FAGAN

DOCUMENT NO. 2009—00012474

H.C.R.P.R.

G. RATLIFF SURVEYABSTRACT 666

GRAPHIC SCAI.E IN FEET1” = 900

7TODD FAGAN AND NANCY L. FAGANDOCUMENT NO. 2012—00000798

H.C.R.P.R.

SURVEY LINE

IPL PARCEL 711NEAL VELVIN AND NELL VELVIN

VOLUME 2498. PAGE 98H.C.R.P.R.

PARCEL708 PART 1

M.B. MCKEEVER SURVEYABSTRACT 479

PARCEL708 PART2

*/TODDFAGANANDNANCYL. FAGAN

900 450 0

N

900

SHEET TITLEPRINTED ON:GORRONDONA & 06/09/2016 EXHIBIT “A”

ASSOCIATES, INC. 9:00:00AMSEGMENT 19, PARCEL 708 INDEX

R. TODD FAGAN AND NANCY L. FAGAN7524 lACK NEWELL BLVD. SOUTHFORT WORTH, TEXAS 76118PHONE (817)496—1424FAX (817)496—1768

PROJ NO: P202090330 f PROJECTINTEGRATED PIPELINE PROJECT

SCALE: 1” = 900’DATE: 5—3—2016 BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATEDRAWN BY: JB SYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUMCHECKED BY: IC (NAD83)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY 1 PG. 6 OF 15REViSED 0AT[ N/A PROJECT COMBINED SCALE FACTOR 0.9999804020

R. TODD FACANAND NANCY L. FAGAN

DOCUMENT NO. 2012—00000798H.C.R.RR.

CALLED 22.77 ACRES

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

NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT

• = MARKER FOUND AS NOTED

O = 5/8” IRS WITH CAPSTAMPED “GORRONDONA”

R. TODD FAGANAND NANCY L. FAGAN

DOCUMENT NO. 2009—00012474H.C.R.P.R.

CALLED 208.686 ACRES

INTEGRATED PIPELINE PROJECT

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

\

\IPL PARCEL 706BILLY WAGONER

AND ANGELA WAGONERVOLUME 1873, PAGE 20

H.C.R.P.R.

IPL PARCEL 707MICHAEL

C. COLLINS\ VOLUME 1819,\ PAGE 528

\ H.C.R.P.R.

\‘

EXHIBIT “A”PARCEL 708 PART 1

LEGEND

IPF

FENCE LI

N 02”O0’37”89.17’


TELEPHONE

BURIEO CENTURY —

LINK PHONE LINE SPIKE - -— -- -

LEVEL B SUE FOUND - _._ - - — - - — - -

3/8” IRF _--——tZ_I SURVEY LINE

SEE

-0- = POWER POLE

SPIKEFOUND

‘ ASPHALT_— PHONE STRUCTURE

IPL PARCEL 923BRAD PACE

DOCUMENT NUMBER2009—00017083

H.C.R.P.R.

PARCEL 708 PART 1•“.— 7.113 AC.

309,838 SQ.FT.

PACE RANCH ROAD(± 18’ ASPHALT PAVEMENT)

(NO DEED OF RECORD FOUND)J. C. RATLIEFSURVEY

ABSTRACT 666

P.O.C.5/8” IRF

OD

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.-.‘

11’ -

14-•

6.04. %..

DETAIL “A”NOT TO SCALE


TRACT TWOELAINE ASMUSSEN

VOLUME 2590, PAGE 267H.C.R.P.R.

2”

N

I NN

N

N

PRINTED ON:

06/09/20169:00:00 AM

200 100 0

I

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

PROJ NO: P202090330SCALE: 1 = 200’DATE: 05—03—2016DRAWN BY: 18CHECKED BY: ICREVISED DATE:

200

GRAPHIC SCALE IN FEET1” = 200’

SHEET TITLE

EXHIBIT “A”SEGMENT 19—2, PARCEL 708 PART 1R. TODD FAGAN AND NANCY L. FAGAN

PROJECT

R. TODD FAGAN AND NANCY L FAGANDOCUMENT NO. 2009—00012474

H.C.R.P.R.CALLED 208.686 ACRES


s_b..

•s•%.

55%•,

4,

200

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

PROJ NO:


EXHIBIT A”PARCEL 708 PART 1

N

Fww

wwLI)

LEGEND• = MARKER FOUND AS NOTED

O = 5/8k IRS WITH CAPSTAMPED ‘GORRONDONA’

-0- = POWER POLE

IPL PARCEL 711NEAL VELVIN AND NELL VELV1N

VOLUME 2498, PAGE 98H.CR.P.R.

N

100 0 200

GRAPHIC SCALE IN FEET= 200’

PARCEL 708 PART 17.113 AC.

309,838 SQ.FT.

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

NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT

PRINTED ON:06/09/20169:00:00 AM

SHEET TITLE


SCALE: - 1 200’DATE: 05—03-2016DRAWN BY: 38CHECKED BY: JCREVISED DATE:

PROJECTINTEGRATED PIPELINE PROJECT

BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUMfNADB3)(2007) WITH ALl. DISTANCES ADJUSTED TO SURFACE BYPROJECT COMBINED SCALE FACTOR 0,9999804020

IPL PARCEL 711NEAL VEI.VIN AND NELL VELVIN

VOLUME 2498, PAGE 98

GORRONDONA &ASSOCIATES, INC.

7524 JACK NEWELL BLVD. SOUTHFORT WORTH, TEXAS 75118PHONE (817)496—1424FAX (817)496—1758

PROJ NO: P202090330SCAI.E: 1 = 300’DATE: 05—03—2016DRAWN BY: .18CHECKED BY: JCREVISED DATE:

TRACT TWOR. TODD FAGAN AND NANCY L. FAGAN



o = 5/8” IRS WITH CAPSTAMPED ‘GORRONDONA”

-0- = POWER POLE

0”

TRACT THREER. TODD FAGAN AND NANCY 1. FAGAN


GRAPHIC SCALE IN FEET1” 300’

EXHIBIT “A”PARCEL 708 PART 2


\

RO.C.1/2 IRF

rN

PARCEL 7087.138

310,948

PART 2AC.SQ. FT.

OVERHEADELECTRIC

a — as — a a — = ,S_. a ma • a a a a,

a a = 3 — n a a a a •.a a nas •s ma

ai

110N 87’OO’22” W 1745.92’ ONCOR ETT

FENCE LINE

PAGE 5I5 —/ H.C.R.P.R. - — - ..— - -

5/Ba • — - - — - — - — - — - - — - -

- R. TODD FAGAN AND NANCYLFAGAN

CALLED 19.60 ACRES

LINE TABLE

______ _____

FENCE LINE’

NOTE: NO QUALITY LEVEL 8 SUE PERFORMED

NO BEARING DISTANCET S OT10’34” E 36.29’.2 S 67’14’36” E 23.64’

...3 S 77’07’36° E 89.31’14 S 8529’29” E 123.15’L5 N 8337’17” E 44.75’16 N 83’37’16” E 30.63’17 N 72’42’48” E 51.11’L8 S 2Y57’38” E 151.03’19 S 7T42’48” W 130.90’

110 N 8604’59” W 194.09’111 N 67’06’43” W — 23.80’L12 N O2’10’34” W 166.03’

NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT L13 S 02’10’34” E

N

PRINTED ON:06/09/20169:00:00 AM

300 150 9

20.62’

SHEET TITLE

300

I


PROJECTINTEGRATED PIPELINE PROJECT

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

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.

17.

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 523(Van Donk)

A permanent easement interest across a 3=370-acre tract of land situated in theR. 0. Newman Survey, Abstract Number 620, Navarro County, Texas, and beingmore particularly described as a portion of that certain 49=105-acre tractconveyed to John Van Donk by deed recorded in Volume 977, Page 786, DeedRecords, Navarro County, Texas, and being further described in the survey platfor Parcel 523 attached hereto for the negotiated purchase price of $30,237.21 =

• IPL Parcel 1085(Van Donk)

A permanent easement interest across a 0.358-acre tract of land situated in theR. 0. Newman Survey, Abstract Number 620, Navarro County, Texas, and beingmore particularly described as a portion of that certain 30.936-acre tractconveyed to John Van Donk by deed recorded in Volume 987, Page 340, Deed

Records, Navarro County, Texas, and being further described in the survey platfor Parcel 1085 attached hereto for the negotiated purchase price of $1,950.79.

• IPL Parcel 680(Pryor)

A permanent easement interest across a 6.332-acre tract of land situated in theSantos Sylvester Survey, Abstract Number 694, Henderson County, Texas, andbeing more particularly described as a portion of that certain 95.766-acre tractconveyed to James M. Pryor and Margaret Pryor by deed recorded in Volume2170, Page 317, Deed Records, Henderson County, Texas, and being furtherdescribed in the survey plat for Parcel 680 attached hereto for the negotiatedpurchase price of $28,000.

• IPL Parcel 688(McNew)

A permanent easement interest across a 6.692-acre tract of land situated in theSamuel Moss Survey, Abstract Number 477, Henderson County, Texas, andbeing more particularly described as a portion of that certain 77.00-acre tractconveyed to Betty Haney McNew by deed recorded in Volume 1476, Page 394Deed Records, Henderson County, Texas, and being a portion of Tracts 1,2,5,6, 7, 8, 9, 10 and 11 of Shea Estates Subdivision, a subdivision of recordaccording to the map or plat thereof recorded in Cabinet D, Slide 159 of the MapRecords, Henderson County, Texas, and Tract 4 of said Shea Estates conveyedto Betty Haney McNew by deed recorded in Volume 1494, Page 24, DeedRecords, Henderson County, Texas, and Tract 3 of said Shea Estates conveyedto Betty Haney McNew by deed recorded in Volume 1494, Page 29, DeedRecords, Henderson County, Texas, such tract being further described in thesurvey plat for Parcel 688 attached hereto for the negotiated purchase price of$50,000.

Parcel 523Integrated Pipeline Project

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.C.TJ, 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°06’08” 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 Southeasterly corner and POINT OF BEGINNING of the herein described tract(N: 6,762,560.53 1, 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 tine 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°48’5 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 S 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.


Page 2 of 6

NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202),North American Datum 1983 (NAD 83)(2007) with all distances adjusted to surface by projectcombined scale factor of 0.9999460030.


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-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.

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:_____________________

\

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

O.R.N.C.T.

• = MARKER FOUND AS NOTED

JOHN VAN DONKVOL. 977, PC. 786

D.R.N.C.T.CALLED 49.105 ACRES -

/

GRAPHIC SCALE IN FEET

1” • 300

—

\1

\

/—J

R. 0. NEWMANSURVEY

ABSTRACT 620

V

—

PARCEL3.370

146,814

523AC.

SQ.

/

FT.•

•

a—

/

P.0.8.N- 6,762.560.531C — 2.673,908.529(GRID) ,

\4

\“

* TPOST

/

N

L

\l/2 IRF

—-- 1 IPF

t/21RF \

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

LEGEND

NOTE: LEGAL DESCRIPTION TO ACCOMPANY This PLAT.

IPL PARCEL 524JOHN W. TUCKER II.

INST.I 000014840P.R.N.C.T.

3000 = SE 5/Ba IRON ROD WITH CAP

STAMPED “TRANSYSTEMS’ fu.O.N.)

= POWER POLE

300

PRINTW SHEET TITLE.It1j11SySt8tñ> 3/24/2016

11:40:OF4 EXHIBIT “A”

500 WEST SEVENTH STREET 1.•-... SEGMENT 1 7, PARCEL 523

•___

SUITE 1100 JOHN VAN DONKFORT WORTH, TX 76102

(817) 339-8950 (TEL)

(8171 335-2247 (FAX)

TOPLS NO. 100383 PROJECTINTEGRATED PIPELINE PROJECTPROJ NOt P2e233e

BSI5 OF BEARING IS THE TEXAS sTArE PLANE COORDINATE

SCALEt tz 30 Zk I0AIE G3-S•2(5ORAWN BY, AF

[PG.ri]

CHECKED BY, .

SYSTEM. NORTH CENTRAl. ZONE (4202) NORTH AMERICAN DATUMtNAD83)(2OO7 WITH ALL DISTANCES ADJUSTED TO SURFACE BY

REYISED DATE, ‘RoJECr COUINEO SCALE FACrOR 0.9999460030

SzS

S *


Page 1 of9

EXHIBIT “A” -

Property Description

Being 0.358 acre (15,584 square feet) of land situated in the R. D. Newman Survey, AbstractNumber 620, Navarro County, Texas and mote 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 “V’ 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.R.N.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 5’8 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: 2,675,1 14.761 Grid);

(1) THENCE N 63°06’38” 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° 1 5’22” 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 5’8 inch iron rod with TranSystems cap for the most Easterly corner of the hereindescribed tract;

(3) THENCE N 81 07’20” 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 TranSystems 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 0.358 acre (15,584 squarefeet) of land, more or less.

—

Parcel 1085integrated Pipeline Project

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 of 0.9999460030.


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 #CT 14-6071-A 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 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:

__________

EXHIBIT “A”PARCEL 1085

\

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Ij P.o.C.wosr

/

/

//

/

/

/_#_

//

/

//

II/

/

tOO 50 0

(PC PARCEL 524

JOHN W. TUCKER I(INST. 10000 1484

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

WWAJA A. HUGGINS, alVOL 1270. P0. 463

D.R.N.C.T.

JOHN VAN DONKVOL. 987, PG. 340

0.R,N.CJ.CALLED 30.936 ACRES

\

/

/

1/

/ ‘

R. D. NEWMAN

SURVEY

ABSTRACT 620

F0

J. W. MOORESURVEY

ABSTRACT 584/

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

LEGEND

• MARKER FOUND AS NOTED

o MARKER SET AS NOTED

= POWER POLE

N

1.

NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

100

GRAPHIC SCALE t4 FEET1.100

SHEET TITLEPRINTED ON:

((:4•tii;iSystems)

EXHIBIT “A”

pp SEGMENT 171 PARCEL 1085500 WEST SEVENTH STREET

JOHN VAN DONKSUit 1100

FORT WORTH, TX 76(02

(8)?) 336-2247 (FAX)PROJECTTOPLS FIRM REG. NO, 100383-00 ‘p INTEGRATED PIPELINE PROJECTPROJ NO, P2I93I

DATEI -B3-2B BASIS OF BEARING IS ThE TEXAS STATE PNE COORD*NE If

SCAI.E: I’. (II’

(8)7) 339-8950 (TEL)

;D

ALL DISTANCES AOJUSTED TO WRFACE BYflRA Ai Eu.. RAL ZONE (4202) NORTH AMERICAN DATUM j PG. 3

SCALE FACTOR 0.9999460030!!S0 DATES ..

• Parcel 680Integrated Pipeline Project

Page 1 of7


Being 6.332 acres (275,839 square feet) of land situated in the Santos Sylvester Survey, AbstractNumber 694, Henderson County, Texas, and more particularly that certain 95.766 acre tractconveyed to James M. Pryor and Margaret Pryor by deed recorded in Volume 2170, Page 317,Deed Records, Henderson County, Texas (D.R.H.C.T.), and being further described as follows:

COMMENCING at the Southwesterly comet of said Pzyor tract, from which a found 1/2 inchiron rod bears S 47°00’ 19” E, 0.56 foot;

THENCE N $7°42’53” E, along the Southerly line of said Pryor tract, a distance of 1,605.92feet to the Southeasterly corner of said Pryor tract;

THENCE N 01°12’20” W, along the Easterly line of said Pryor tract, at a distance of 24.54 feetpassing the Southwesterly corner of that certain tract conveyed to Berry N. Allen, Jr. by deedrecorded in Volume 1280, Page 79, D.R.FLC.T., continuing along the Easterly line of said Pryortract and the Westerly line of said Allen tract, a total distance of 2,102.31 feet to a set 5/8 inchiron rod with TranSystems cap for the Southeasterly corner and POINT OF BEGINNING ofthe tract herein described (N: 6,744,696.076. E: 2,763,386.840 Grid);

(I) THENCE S $9°14’33” W, departing the Easterly line of said Pryor tract and the Westerly line ofsaid Allen tract and along the Southerly line of the tract herein described, a distance of 1,705.54feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(2) THENCE N 69°09’ 12” W, continuing along the Southerly line of the tract herein described, adistance of 132.81 feet to a set 51$ inch iron rod with TranSystems cap for an angle point;

(3) THENCE N 50°49’ 17” W, continuing along the Southerly line of the tract herein described, adistance of 78.18 feet to a set 5/8 inch iron rod with TranSystems cap for the Southwesterlycorner of the tract herein described, being in the Westerly line of said Pryor tract and the existingEasterly right-of-way line of F.M. 753, No Deed of Record found (variable width right-of-way);

(4) THENCE N 01°51 ‘09” W, along the Westerly line of said Pryor tract and the existing Easterlyright-of-way line of said FM 753 and the Westerly line of the tract herein described, a distance of50.93 feet to a set 51$ inch iron rod with TranSystems cap for the Northwesterly corner of thetract herein described and Northwesterly corner of said Pryor tract and the Southwesterly cornerof that certain tract conveyed to Clint Daily Hart a.k.a. Clint Hart by deed recorded in Volume1771, Page 764, D.R.H.C.T.;

F-


Page 2 of?

(5) THENCE N $9°14’33” E, departing the Westerly line of said Pryor tract and the existingEasterly right-of-way line of said FM 753 and along the Northerly line of the tract hereindescribed and the Northerly line of said Pryor Tract and the Southerly line of said Clint DailyHart tract, at a distance of 1,090.6$ feet passing the Southeasterly corner of said Clint Daily Harttract and the Southwesterly corner of that certain tract conveyed to ].C. Hart, III by deedrecorded in Instrument Number 20 14-00001 152, Official Public Records, Henderson County,Texas (O.P.R.H.C.T.), continuing along the Northerly line of said Pryor tract and the Southerlyline of said J.C. 1-lart tract and the Northerly line of the tract here in described, a total distance of1,888.76 feet to the Northeasterly corner of the tract herein described and the Northeasterlycorner of said Pryor tract and the Northwesterly corner of said Allen tract, from which a found5/8 inch iron rod bears N 20°32’46” E, 6.15 feet and a found 5/8 inch iron rod bears N 07c0543W, 6.81 feet;

(6) THENCE S O1°12’20” E, along the Easterly line of the tract herein described and the Easterlyline of said Pryor tract and the Westerly line of said Allen tract, a distance of 150.01 feet to thePOINT OF BEGINNING, containing 6.332 acres (275,839 square feet) of land, more or less.

• 1.•• •z. ••‘‘ .•

• .•. ••••1•

• L.::..• ;.•-•


Page 3 of 7

NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), NorthAmerican Datum I 9$3 (NAD $3)(2007) with all distances adjusted to surface by project combined scalefactor of 0.9999804020.


I do certify on this 17th day of April, 2014, to Attorney’s Title Company of Henderson County, FidelityNational Title Insurance Company and Tarrant Regional Water District, that a survey was made on theground as per the field notes shown on thIs survey and is true and correct according to the standards ofthe Texas Society of Professional Surveyors Standards and Specifications for a Category 2, ConditionIV Survey, and accurate as to the boundaries and areas of the subject property and the size, location andtype of buildings and improvements, if any, and shows the location of all visible easements and rights-of-way and the rights-of-way, easements and other matters of record as listed in Schedule B of theCommitment for Title issued by fidelity National Title Insurance Company, with an effective date ofSeptember 26, 2012, issued date of October 3, 2012, OF # I 2-632-DD affecting the subject propertyand listed in Exhibit “A-I” attached hereto.


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

I1%,LRichard R. DorrRegistered Professional Land Surveyor

<f_.. -‘Texas Registration Number 4780TBPLS Firm Reg. No. 100383-00

Dated: 041rfi4


U,

LILIU,

LIz-jI0

L PARCEL 679

VOL. 1771, PG. 7660R.H.C.T.

*

VENSERCH CORPORATION

CENTERLINE OF 50’ ESUTVOL. 1184, PG. 404

D.R.H.C.T.

N89i4’33”Ei.888.7

J.C. HART. HINST. 02014—00001152

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

,— E. P. OPERATING COMPANYI CENTERLINE OF 20’ ESUT/ VOL. 1353, PG. 64

/ D.R.H.C.T.

100 0

GRAPHIC SCALE IN FEETI” • 200’

EXHIBIT “A”SEGMENT 19—2, PARCEL 680

JAMES M. PRYORAND MARGARET PRYOR


BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATES’VSTEU NORTH CENtRAL ZONE (4202) NORTH AMERICAN DATUMCNA863)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BYPROJECT COUBINED SCALE FACTOR 0.9999804020

SANTOS SYLVESTERSURVEY

ABSTRACT 694

LI’)

LI

s,r IRF BEARS N20’32’46’Y, 6.15’5/5” IRF BEARS NO?05’43”W. 6.5)’

Li0-

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IP.O.8.N— 6.744,696.076

• E — 2,763,386.840• (GRID)

7 ‘ 798.08’ “

PARCEL 6806.332 AC. I

c ,,, 275,839 SQ. FT.I

—t

8 XTOOLB—_


VOL. 2170, PG. 317, D.R.H.C.T.CALLED 95.766 ACRES

N87’42’53”E1,605.92’

P.O.C.

NOTES-1/2” BEARS 547’OO’lgE 0.56’

KNOWN UNDERGROUND UTILITIES SHOWN ARE QUALITY LEVEL B & D SUE — 10—12—2012(U.O.N.) INDICATES UNLESS OTHERWISE NOTED

LEGEND• MARKER FOUND AS NOTED 200

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

(Pt PARCEL 68)BERRY N, ALLEN. JR.VOL 1250, PG. 79

D.R.HC.T.

N

POWER POLE NOTE; LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

200

500 WEST SEVENTH STREETSUITE 1100FORT WORTH, TX 761021817) 339-8950 (TEL)18171 335-224? (FAX)TBPLS FIRM PEG. NO. 100383-00

0<

DIOb.

XILL.

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W W1

W JIow

(PC PARCEL 679CLINT DIJI.Y HART

a.k,o. CUNT HARTVOL. 1771. PG. 764

D.R.H.C.T.

GRAPHIC SCALE tN FEETI” • 200’


SANTOS SYLVESTERSURVEY

ABSTRACT 694

I

JOSEPH RICESURVEY

ABSTRACT 653

4” XTO CL B

CENTURY LINK 04.

• NO1’51’09W50.93’

N89 I 4’33”E 1.888,76’

PARCEL 6806.332 AC.

275,839 SQ. FT......•

‘N6909’12”W S89’14’33”W 1,705.54’

132.81’N5O49’ 1 7”W

78.18’

wIU’)

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VOL. 2170, PG. 317, D.R.H.C.T.CALLED 95.766 ACRES

NOTES:KNOWN UNDERGROUND UTILITIES SHOWN ARE OUALITY LEVEL 8 & D SUE — 10—12—2012(U.O.N.) INDICATES UNLESS OTHERWISE NOTED

LEGEND• = MARKER FOUND AS NOTED 200

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

POWER POLE NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

N

Li

100 ? 200

SHEET TITLEPRINTED ON:

•Iil?lSystems>4/17/2014 EXHIBIT “A”1k0624

500 WEST SEVENTHSTREET

SEGMENT 19—2, PARCEL 680JAMES M. PRYOR

SUITE 1100FORT WORTH.TX 76102 1 * AND MARGARET PRYOR(817) 39•8950 (TEL)t817) 36-2247 (FAX) tRICHA$i’VORR)TOPLS FIRM REG. NO. 100383-00 PROJECT

SCALE: (‘S •

PROJ N P2333 INTEGRATED PIPELINE PROJECT

DRAWN BYe MVII suav SYSTEM NORTH CENTRAl. ZONE (4202) NORTH AMERICAN DATUM pa 5 OF 7OA7Ei 1818-2I2 t BASIS oc BEARING IS THE TEXAS STATE PLANE COORDINATE

CHECKED BY, fNAD8.320OTI WITH ALL DISTANCES ADJUSTED TO SURFACE BY ILREVISED DATE 4IIB/2I4 PROJECe C0U(NED StAll FACTOR 0.9999804020


Page 1 of4


Being 6.692 acres (291,490 square feet) of land situated in the Samuel Moss Survey, AbstractNumber 477, Henderson County, f’exas, and more particularly that certain 77.00 acre tractconveyed to Betty 1-laney McNew by deed recorded in Volume 1476, Page 394 Deed Records,Henderson County, Texas (D.R.H.C.T.) and being Tracts 1, 2, 5, 6, 7, 8, 9, 10 and 11 of SheaEstates Subdivision a subdivision of record according to the map or plat thereof recorded inCabinet D, Slide 159 of the Map Records, Henderson County Texas (M.R.H.C.T.), and Tract 4of said Shea Estates conveyed to Betty Haney McNew by deed recorded in Volume 1494, Page24, D.R.H.C.T., and Tract 3 of said Shea Estates conveyed to Betty Haney McNew by deedrecorded in Volume 1494, Page 29, D.R.FLC.T. and being further described as follows:

COMMENCING at a found 1/2 inch iron rod for the Southeasterly corner of said 1’ract 4 andthe Northeasterly corner of said Tract 5, being in the Westerly line of that certain tract of landconveyed to Shanda La Won Meadows by deed recorded in Volume 2259, Page 885,D.R.H.C.T.;

ThENCE $ 01 OlO 16” W, along the Easterly line of said McNew Tract 5 and Tract 6 and alongthe Westerly line of said Meadows tract, a distance of 523.48 feet to a set 5/8 inch iron rod withTranSystems cap for the Northeasterly corner and POINT OF BEGINNING of the tract hereindescribed (N: 6,743,312,515, E: 2,773,327.952 Grid);

(1) THENCE $ 01°l0’ 16” W, continuing along the Easterly line of said McNew Tract 6 and theWesterly line of said Meadows tract and along the Easterly line of the tract herein described, adistance of 153.59 feet to a set 5/8 inch iron rod with TranSystems cap for the Southeaststerlycorner of the tract herein described;• I

(2) ThENCE N 75°27’08” W, departing the Easterly line of said McNew Tract 6 and the Westerlyline of said Meadows tract, and along the Southerly line of the tract herein described, a distanceof 1,883.56 feet to a set 5/8 inch iron rod with TranSysterns cap for an angle point;

(3) THENCE N 84°25’ 12” W, continuing along the Southerly line of the tract herein described, adistance of 59.22 feet to a set 5/8 inch iron rod with TranSystems cap for the point intersectionwith the Westerly line of said McNew Tract 7 antI Easterly line of that certain tract of landconveyed to Cheryl Darlyn Fields by deed recorded in Instrument Number 2011-00010966,Official Public Records, Henderson County, Texas (O.P.R.H.C.T.) and to David Larry Johnsonby deed recorded in Instrument Number 2011-00008347, O.P.R.H.C.T., being the Southwesterlycorner of the tract herein described;

(4) THENCE N 00°54’33” W, along the Westerly line of said McNew Tract 7 and Easterly line ofsaid Fields/Johnson tract, and along the Westerly line of the tract herein described, a distance of150.03 feet to a set 5/8 inch iron rod with TranSystems cap for the Northwesterly corner of thetract herein described;


Page 2 of 4

(5) THENCE N 87°55’03” E, departing the Westerly line of said McNew Tract 7 and the Easterlyline of said Fields/Johnson tract and along the Northerly line of the tract herein described, adistance of5 1.15 feet to a set 5/8 inch iron rod with TranSystems cap for an angle point;

(6) THENCE $ 75°26’04” E, continuing a’ong the Northerly tine of the tract herein described, adistance of 1,897.50 feet to the POINT OF BEGINNING, containing 6.692 acres (291,490square 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 13th day of December, 2012, to Attorney’s Title Company of henderson County,Stewart Title Guaranty Company and Tarrant Regional Water District, that a survey was made on theground as per the field notes shown on this survey and is true and correct according to the standards ofthe Texas Society of Professional Surveyors Standards and Specifications for a Category 2, ConditionIV Survey, and accurate as to the boundaries and areas of the subject property and the size, location andtype of’ buildings and improvements, if any, and shows the location of all visible casements and rights-of-way and the rights-of-way, easements and other matters of record as listed in Schedule 13 of theCommitment for Title issued by Stewart Title Guaranty Company, with an effective date of November5, 2012, issued (late of November 19, 2012, Gf # 12-709-DD affecting the subject property and listed inExhibit “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 arc no visibleconflicts or discrepancies.

This survey substantially complies with the current Texas Society of Professional Surveyors Standardsand Specifications for a Category 2, Condition 1V Survey.

Registered Profss;onal I and SurvyotRichard R, Dorr

Texas Registiation Number 4780 8UR

Dated:

____________

IPI PARCEL 686CHERYL DARLYN FIELDSINST. j201 1—00010966

O.P.RM.C.T.DAVID LARRY JOHNSON

INST. 02011—00008347O.P.R.H.C,T.

/II SAMUEL MOSS SURVEYBETTY

HANEY McNEW f/f ABSTRACT 477VOL. 1476, PG. 394, D.R.H.C.T. .

to UTILITY EASEMENTTRACTS 1, 2 5—11 rPER RATVOL. 1494, PG. 29, D.R.H.C.T.

TRACT 3 — —-——-.——- ——

—t VOL. 1494, PG. 24, D.R.H.C.T. 1iTRACT 4

CALLED 98.290 ACRES

L-SHEA ROADTRACT 4

TRACT 8 I/ I’ 40’ WIDE PRIVATE ROAD10’ UTILITY EASD.IENTPER RAT

51.1

____

-

-—J -

- t/2

___

-=__-f

--1’t/ -____SHEA ESTATES

CABINET 0, SLIDE 159P.R.H.C.T.

I-

I2N84’25’12”W 7(5o4RT I.cN.- L()0Il

TRACT 7 — (IT

STRUCTURE. ,

5’ UTILITY EASEMENTPER PLAT •_47 PARCEL 68$5’ UTILITY CASEMENT 6.692 AC. TRACT 6PER PLAT

Ill—

- 29 1,490 SQ. FL

_________ ___

NOTES:SUE UTILITY INFORMATION UNAVAILABLE ACCESS DENIED(u.0.N.) INDICATES UNLESS OTHERWISE NOTED


300 150 0o = 5/8” CAPPED IRON ROD SETSTAMPED “TRANSYSTEMS” (u.O.N.)

EXHIBIT “A”SEGMENT 19—2, PARCEL 688

BETTY HANEY MCNEW


IS THE TEXAS STATE PLANE COORDINATECENTRAL ZONE (4202) NORTH AMERICAN DATUM 3 OF 4

H ALL DISTANCES ADJUSTED TO SURFACE BYSCALE FACTOR 0.9999804020

______________

4SHEA ESTATES

CABINET D, SlIDE 159P.R.H.C,I.


P.O.8.N — 6,743,312.515C • 2,773,327.952(GRID)

IPL PARCEL 689SHANDA LA WON MEADOWS

VOL 2259, PC. 885D.R.H.C.T.

I.

N

= POWER POLE NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

500 WEST SEVENTH STREEtSUITE 1100FORT WORTH, TX 76)02(817) 339-6950 (TEL)(817) 336-2247 (FAX)

SHEET TITLE

300

GRAPHIC SCALE IN FEET1” 300’

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

of TRWD are granted authority to execute all documents necessary to complete these

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

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

unanimous.

18.

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. Funding for

these acquisitions is included in the Bond Fund.

• Parcels 32 & 33(Franklin)

Permanent easement interests across a 6.178-acre tract of land and a1.853-acre tract of land located in the James Sharp Survey, AbstractNo. 448, Kaufman County, Texas, said tracts of land also beingportions of a called 111.25-acre tract of land conveyed to Bobby D.Franklin, by deed as recorded in Instrument Number 20160007829,Official Property Records, Kaufman County, Texas, and being furtherdescribed in the survey plat forParcels 32 and 33 attached hereto forthe negotiated purchase price of $65,000.

• Parcel 36(Edwards)

A permanent easement interest across a 4.223-acre tract of landlocated in the John Baker Survey, Abstract No. 17, Kaufman County,Texas, said 4.223-acre tract of land also being a portion of a called24.381-acre tract of land conveyed to Mathew Edwards and JenniferEdwards, by deed as recorded in Volume 4000, Page 112, DeedRecords, Kaufman County, Texas, and being further described in thesurvey plat for Parcel 36 attached hereto for the negotiated purchaseprice of $65,000.

Parcels 32-33Cedar Creek

finished Water PipelinePage 1 of9


BEiNG a 6.17$ acre (269,125 square feet) tract of land located in the James Sharp Survey, Abstract No.448, Kaufman County, Texas, said 6.17$ acre tract of land also being a portion of a called 111.25 acretract of land conveyed to BOBBY D. FRANKLIN, by deed as recorded in Instrument Number20160007829, Official Property Records, Kaufman County, Texas (O.?.R.K.C.T.), said 6.17$ acre tractand being more particularly described by metes and bounds as follows:

BEGENNING at a 1/2 inch iron rod with a cap stamped “SPOONER & ASSOCIATES” set (hereinafterreferred to as an iron rod set) on the west property line of the said 111.25 acre tract, same being an eastproperty line of a called 503.35 acre tract of land conveyed to Charles Jefferson fogleman, III, by deed asrecorded in Volume 656, Page 247, D.R.K.C.T., from which the southwest property corner of the said111.25 acre tract of land bears South 01 04$ ‘47” East, a distance of 1,439.93 feet (said beginning pointhaving a grid coordinate of N:6,$27,480.645 E:2,659,7 16.725);

THENCE North 01°48’47” West, along the said property lines, a distance of 107.89 feet to an Iron rodset:

THENCE North 66°08’12” East, over and across the said 111.25 acre tract, a distance of 443.60 feet toan iron rod set;

THENCE North $9°10’09” East, continuing over and across the said 111.25 acre tract, a distance of1,511.19 feet to an iron rod set;

THENCE North 89° 1 1 ‘54” East, continuing over and across the said 111.25 acre tract, a distance of499.60 feet to an iron rod set; .

THENCE North 89°32’47” East, continuing over and across the said 111.25 acre tract, a distance of236.83 feet to an iron rod set on the east property line of the said lIt .25 acre tract, same being a westproperty line of a called 102.61 acre tract of land conveyed to James 0. Rogers III, and Delena K Rogers,by deed as recorded in Volume 1258, Page 745, D,R.K.C.T., from which the northeast property corner ofthe said 111.25 acre tract, same being a northwest property corner of the said 102.61 acre tract bearsNorth 00°59’41” West, a distance of 30.00 feet;

THENCE South 00°59’41” East, along the said property lines, a distance of 100.00 feet to an iron rod setfrom which a 1/2 inch iron rod found in the top of a rail road cross tie on the east property line of the said111.25 acre tract, same being a southwest property corner of the said 102.61 acre tract bears South00°59’41” East, a distance of 1,555.80 feet;

THENCE South 89°32’47” West, over and across the said 111.25 acre tract, a distance of 237.47 feet toan iron rod set;


Finished Water PipelinePage2of9

THENCE South 8911’54” West, over and across the said Il 1.25 acre tract, a distance of 499.25 feet toan iron rod set;

THENCE South 8910’09” West, over and across the said 111.25 acre tract, a distance of 1,490.81 feet to aniron rod set;

THENCE South 66c08l21 West, over and across the said 111.25 acre tract, a distance of 463.73 feet to thePOINT OF BEGINNING, and containing 6.17$ acres (269,125 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:6,280,412.879 E:2,638,417.218 by a projectcombined scale factor of 0.99993245856.

NOTE: Plat to accompany this legal description

I do certif’ on this 4th day of August, 2016, Tarrant Regional Water District and First American TitleInsurance Company, 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 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 First AmericanTitle Insurance Company, having an effective date of July 13, 2016, issued July 28, 2016, OF # 1807490-KT5O, 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, and (iii) there are no visibleconflicts or discrepancies.


Surveyors Name: En . Spooner ERIC S. S1OONER

Registered Professional Land Surveyor, Texas No. 5922 5922‘._( ot -Spooner and Associates, Inc. css’

Texas Board of Professional Land Surveying No. 10054900 SDate of Survey: 5-2013

Cl)Cj)(l)LuuJ

CALLED: 102.61 ACRESJAMES 0. ROGERS IIIDELENA K. ROGERS—. fTh-5

VOL. 1258. PG. 745,DR.KC.T.

PARCELS 32 & 33BOBBY D. FRANKLIN

PROJECT CEDAR CREEKFINISHED WATER PIPELINE

IJASIS OF BEARING IS THE TEXAS STATE PLMIE COORDINATESYSTEM, NORTh CENTRAL ZONE (4O2J NORTH AMERICAN DATUM(NAD83N2007 WITH ALL DISTANCES SCALED FROIA NC.520412 579, EZe3e417.21a BY A PROJECT COMSINED SCALE FACTOR OF 0.99993245556

______

110 1/2 IRON ROD SET WITH CAP STAMPED EXH I B IT 81I

Ii SPOONER & ASSOCIATES SET UNLESS PARCELS 32 & 33[[_OTHERWISE SHOWN

PARCELS 32& 33EXHIBIT “A”6.1 76 ACRES

CALLED: 503.35 ACRESCHARLES JEFFERSON

FOGLEMAN, IllVOL. 655. PG. 247,

D.R K. C. T.

c Q11,

C%1 )..

PROPERTYLiNE 1

_______

.f.——c&:.“t

— 0’——— — — — — — ——————0-————-0-.

19 18 L7:—

P.O.B./:

EXHIBIT “A” SEE

N:6,827,480.645INSET

E:2,659,716.725(GRID) CALLED.’ 111.25ACRES

-PROPERTY BOBBY I). FRANKLINLINE INs. 20160007829—O.P.R.K.C.T.

Cl)

Ii. 40 200’ 400’

1

GRAPHIC SCALE iN FEET1”=400’

PROPERTY

_______

—

_______

— —

IT IRFN TOJRAIL ROAD

NOTE: SEE PAGE 4 OP 9 X.TIEFOR LINE TABLEAND INSET

NOTE LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

SPOONER&øASSOCIATES., u,,Ifl IAV

SPOONER AND ASSOCIATES INC309 BYERS STREET, SUITE 100EULESS, TEXAS 76039TEL 817.281.2355FAX 817.665.6508

o SHEET TITLE EXHIBIT “A”

SCALE: V 400’SURVEYED: 013i20f 3bAAWN Y: ó.R.R.CHECKED GY. E.S.S.REVISED DATE. 08125/2016

EXHIBIT “A”

PARCELS 32 & 33

LINE TABLE

NO. DIRECTION 01ST.

LI NOI°4a4rw 107.69’

L2 N66°O8’12E 443.60’

13 N8910’O9ME 7511.19’

14 N89°1 7’54E 499.60’

15 N89°32’4rE 236.83’

16 S00°59’41E 100.00’

17 S89°32’47W 237.47’

LB 889°1 V54W 499.25’

19 S89b1009W 1490.81’

L10 S66c08h12W 463.73’

INSET‘NQT TO ScALE,I

*

CALLED.102.6t ACRES

• SUBJECT CALLED:PROPERTY 70261 ACRES

z

.EXH1BIT..A1

NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PI..AT

SP00NER& 4-It0 SHEET TITLE EXHIBIT “A”AS5OCIATE

SPOONER AND ASSOCIATES, INC PARCELS 32 & 33.,

OF

309 BYERS STREET. SUITE 100‘ •4 ‘

EULESS, TEXAS 76039 * “ BOBBY D. FRANKLINTEL 817.281.2355

C S DONFJ( 817.685-8508\‘

...:. %21 PROJECT CEDAR CREEKPRQJ NO: 09-0863 FINISHED WATER PIPELINESCALE. 1. 4SURVEYED: 05113IO13 BASIS OF BEARING S ThE TEXAS STATE PLANE COORDINATE

REVISED DATE. 0812512015 2.e3a,417.21B BY A PROJBCT COMBINED SCALE FACTOR Off a 9g99324555

AWtJ ç. . SYSTEM, NORTH CENTRAL ZCNE 42O2) NORTH AMERICAN DATUM

II

PG4OF9

J

CHECKED BY: E.5S (NADB3K200?) WITH AU. DISTANCE5 SCALED FROM N6,820412 BTh. E


finished Water PipelinePage 6 of 9

EXHIBIT “B”Property Description

BEING a 1.853 acre (80,737 square feet) tract of land located in the James Sharp Survey, Abstract No.448, Kaufman County, Texas, said 1.$S3acre tract of land also being a portion of a called Li 1.25 acretract of land conveyed to BOBBY D. FRANKLIN, by deed as recorded in Instrument Number20160007829, Official, Public, Records, Kaufman County, Texas (O.P.R.K.C.T.), said 1.853 acre tractbeing more particularly described by metes and bounds as follows:

BEGINNING at a 1/2 inch iron rod with a cap stamped “SPOONER & ASSOCIATES” set (hereinafterreferred to as an iron rod set) on the west property line of the said 111.25 acre tract, same being an eastproperty line of a catted 503.35 acre tract of land conveyed to Charles Jefferson fogleman, Ill, by deed asrecorded in Volume 656, Page 247, D.R.K.C.T., from which the southwest property corner of the said111.25 acre tract of land bears South 0l048471 East, a distance of 1,547.83 feet (said beginning pointhaving a grid coordinate ofN:6,827,588.475 E:2,659,7 13.312);

THENCE North 01 °48’47” West, along the said property tines, a distance of 32.37 feet to an iron rodset:

THENCE North 66°0$’12” East, over and across the said 111.25 acre tract, a distance of 437.56 feet toan iron rod set on the north property tine of the said 111.25 acre tract, same being a south property line ofthe said 503.35 acre tract;

THENCE North 89°10’09” East, along the said property lines, a distance of 1,517.30 feet to an iron rodset at a southeast property corner of the said 503.35 acre tract, and being the southwest property corner ofa called 20.52 acre tract of land conveyed to Jerry Raye Barnes and Caren Janice Barnes, by deed asrecorded in Volume 2036, Page 442, D.R.K.C,T.;

THENCE North 89° 11 ‘54” East, along a north property line of the said 111.25 acre tract and along thesouth property line of the said 20.52 acre tract, a distance of 499.71 feet to an iron rod set at a southeastproperty corner of the said 20.52 acre tract, and being the southwest property corner of a called 22 acretract of land conveyed to Jerry Raye Barnes and Caren Janice Barnes, by deed as recorded in Volume753, Page 793, D.R.K.C.T.;

THENCE North 89°32’47” East, along a north property line of the said 111.25 acre tract and along thesouth property line of the said 22 acre tract, a distance of 236.64 feet to an iron rod set at the northeastproperty corner of the said 111.25 acre tract, same being a northwest property corner of a called 102.61acre tract of land conveyed to James 0. Rogers, III and Delena K. Rogers, by deed as recorded inVolume 1258, Page 745, D.R.K.C.T.;


Finished Water PipelinePage 7 of 9

THENCE South 00059I41 East, along the east property line of the said 111.25-acre tract and along a westproperty line of the said 102.61 acre tract, a distance of 30.00 feet to an iron rod set;

THENCE South 89°32’47” West, over and across the said First Tract, a distance of 236.83 feet to an iron rodset;

THENCE South 89°1 1 ‘54” West, a distance of 499.60 feet to an iron rod set;

THENCE South $9°10’09” West, a distance of 1,511.19 feet to an iron rod set;

THENCE South 66°0$’12” West, a distance of 443.60 feet to the POINT OF BEGINNING, and containing1.853 acres ($O,737 square feet) of land, more or less.

NOTE: Basis of Bearings is the Texas State Plane Coordinate System, North Central Zone (4202) NorthAmerican Datum (NAD$3)(2007) with all distances scaled from N:6,280,412.879 E:2,638,417.2l$ by a projectcombined scale factor of 0.99993245856.


I do certify on this 25th day of August, 2016, to First American 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 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 Frist AmericanTitle Insurance Company having a Gf No. of t807490-KTSO, an effective date of July 13, 2016 and anissue date of July 28, 2016, 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.


Surveyors a : Eric S. SpoonerERIC 5. SPOONER >Registered Professional Land Surveyor, Texas No. 5922 f

Spooner and Associates, Inc. 05g2Texas Hoard of Professional Land Surveying No. C 0054900 tO)

Date of Survey 5-20 13

z 1/2 IRON ROD SET WIThSPOONER & ASSOCIATES SET UNLESSOTHERWISE SHOWN

LCALLED: 102.61 ACRESJAMES 0. ROGERS IllDELENA K. ROGERS

VOL. 7258, PG. 745,D.R.KC.T. PROPERTY-

LINE

EXHIBIT “B”

SPOONER AND ASSOCIATES,309 BVERS STREET. SUITE 100EULESS, TEXAS 76039TEL 617-281-2355FAX 517-685.8508 ERIC S. SPOONER

PARCELS 32 & 33BOBBY D. FRANKLIN

CEDAR CREEKFINISHED WATER PIPELINE

.S STATE PLANE COORDINATESVSTEM NORTH CENTRAL ZONE (42021 NORTH AMERICAN DATUM

WITH ALL DISTANCES SCALED FROM N6620A12 679 E

EXHIBIT “B”PARCELS 32 & 33

EXHIBIT “B”30’ PERMANENT

UTILITY EASEMENT1.853 ACRES (80737 S.F.)

CALLED: 503.35 ACRESCHARLES JEFFERSON

FOGLEMAN, IllVOL. 656. PG, 247.

D.R.KC, T.

Lc1j

C.’1

I -

PROPERTY

P.0.8.EXHIBIT “B”N:6,827,588.475E:2,659,713.312(GRID)

CALLED: 111.25 ACRESBOBBYD. FRANKLIN

INS. 20160007829 - 0.P.RK.C. T

LINE

I0 200’ 400’

GRAPHIC SCALE iN FEETV’=400’

PROPERTYLINE —.. — — — —

NOTE:SEEPAGE9OF9FOR LINE TABLEAND INSET,

RAIL ROADX-TIE

EXHIBIT “B”

PARCELS 32 & 33

LINE TABLE

NO. DIRECTION 0/ST.

LI N0f°48’47W 32.37’

12 N66°08’f2E 437.56’

13 N89°70’09”E 157730’

14 N89dI1P54E 499 7f

15 N89°32’47”E 236.64’

16 S0059’41”E 30.00’

17 S89°32’47”W 236.83

LB S89°fl’54W 499.60’

19 S89°10’09W 7571.19’

110 $66’08’12W 443.60’

NOTE LEGAL DESCRIPTION TO ACCOMPANY THIS P1.AT.

5POONER& SHEET TITLE EXHIBIT “B”1ASSOCIATE•‘ )*6’

SPOONER AND ASSOCIATES, NC. PARCELS 32 & 333O9BYERSSTREETSUITE 100 IA * t6..l\ BOBBY D. FRANKLINEUIESS, TEXAS 76039TEL 617.281-2355 iic bE”FAX 817-665-8508

.. if PROJECT CEDAR CREEK

SCALE. V 40OSURVEYED: 05,131201 U BASIS OF BEARG IS T€ TEXAS STATE PLANE COORDINATE

PROJ NO: 09.086-3 FINISHED WATER PIPELINE

ÔhAWI%I By. Ô.R4 SYSTEM. NORTH CENTRAL ZONE (42O2 NORTH AMERICAN DAT1AI

fl

PG 90F9

]

(HECKED BY: E.S 5. iNAOB3)12007) WITH ALL DISTANCES SCALED FROM N6,e20412 879 E.REViSED DATE. 0812512016 2.838417318 SYA PROJECT COMBINED SCALE FACTOR OF 0.99993245656

Parcel 36Cedar Creek

• Finished Water PipelinePage 1 of 6

EXHffiIT “A”Property Description

BEING a 4.223 acre (183,950 square feet) tract of land located in the John Baker Survey, Abstract No.17, Kaufman County, Texas, said 4.223 acre tract of land also being a portion of a called 24.38 1 acretract of land conveyed to MATHEW EDWARDS and JENNIFER EDWARDS, by deed as recorded inVolume 4000, Page 112, Deed Records, Kaufman County, Texas (D.R.K.C.T.), and being moreparticularly described by metes and bounds as follows:

BEGINNING at a 4 inch iron fence post found at the northwest property corner of the said 24.381 acretract, same being the southwest property corner of a called 22.7 acre tract of land conveyed to Bonnie K.Owens, by deed as recorded in Volume 4064, Page 24, and Volume 69$, Page 62$, D.R.K.C.T., andbeing on the east right-of-way line of State Highway No. 274 (being a variable width right-of-way at thispoint), said beginning point having a grid coordinate of N:6,$28,379.492 E:2,665,695.961;

THENCE North 87°52’20” East, along the north property line of the said 24.3$ 1 acre tract and along thesouth property line of the said 22.7 acre tract, a distance of 2,641.38 feet to a 1/2 inch iron rod with a capstamped “SPOONER & ASSOCIATES” set (hereinafter referred to as an iron rod set) at the northeastproperty corner of the said 24.381 acre tract, same being the southeast property corner of the said 22.7acre tract, said iron rod set also being on a west property line of a called 125.76 acre tract of landconveyed to Tarrant County Water Control and Improvement District No. 1, by deed as recorded inVolume 465, Page 316, D.R.K.C.T.;

THENCE South 1 8°5 1 ‘36” West, along the east property line of the said 24.381 acre tract and along thewest property line of the said 125.76 acre tract, a distance of 74.97 feet to an iron rod set;

THENCE South 87°52’20” West, over and across the said 24.381 acre tract, a distance of 2,614.33 feetto an iron rod set on the west property line of the said 24.38 1 acre tract, same being the said east right-of-way line of State Highway No. 274, from which a concrete Texas Department of TransportationMonument found bears South 02°17’l2” East, a distance of 22.64 feet;

THENCE North 02° 17’ 12” West, along the said property line and along the said right-of-way line, adistance of 70.00 feet to the POINT OF BEGINNING, and containing 4.223 acres (183,950 squarefeet) of land, more or less.

Parcel 36Cedar Creek

Finished Water PipelinePage 2 of 6

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


I do certify on this 23td day of February, 2016, to Kaufman County Title & Abstract Company, FirstAmerican Title Insurance Company, and Tarrant Regional Water District, that a survey was made on theground as per the field notes shown on this survey and is true and correct according to the standards ofthe Texas Society of Professional Surveyors Standards and Specifications for a Category 2, Condition IVSurvey, and accurate as to the boundaries and areas of the subject property and the size, location and typeof buildings and improvements, if any, and shows the location of all visible easements and rights-of-wayand the rights-of-way, easements and other matters of record as listed in Schedule B of the Commitmentfor Title issued by first American Title Insurance Company, with an effective date of 09/15/2015, issueddate of 09/28/20 15, GF # 1 807475-KT5O, affecting the subject property.



Eric S. Spooner, RPLSRegistered Professional Land SurveyorTexas Registration Number 5922TBPLS Firm No. 10054900


NO

CALLED: 22.7 ACRESBONNIE K. OWENSVOL. 4064, PG. 24,VOL. 698, PG. 628,

D.R.K.C. T.

SPOONER AND ASSOCIATES,309 BYERS STREET, SUITE 100EULESS, TEXAS 76039TEL 817-685-6448

817-685-8508

I.-

1-

INSET ‘A”(NOT TO SCALE)

PROPERTYLINE

LU

—3x

SYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM(NADB3)(2007) WITH ALL DISTANCES SCALED FROM N6,820.412879, C.

A PROJECT COMBINED SCALE FACTOR OF 0,99993245556

APPROX, LOCATION OFSURVEY LINE

o = 1/2 IRON ROD SET WITH CAP STAMPED I“SPOONER & ASSOCIATES SET UNLESS IOTHERWISE SHOWN. ]

t—

oz

- — -- -

P.0.8.

ILI0*1—‘LU‘LU

21z10

PROPERTYLINE

TXDOT

‘A CALLED: 24.38 1 ACRESMA THEW EDWARDSJENNIFER EDWARDS

VOL. 4000, PG. 172,D.R.KC.T

PARCEL 36EXHIBIT ‘A”4.223 ACRES(183,950 S.F.)

II

I

4:NOTE:

0 700’ 200’

GRAPHIC SCALE IN FEET

THIS PLAT.

SHEET TITLE

1”=200’

- -

ERIC S. SPOONER


MATHEW EDWARDS &JENNIFER EDWARDS

CEDAR CREEKFINISHED WATER PIPELINE

EXHIBIT “A”PARCEL 36 o = 1/2 IRON ROD SET WITH CAP STAMPED

“SPOONER & ASSOCIATES” SET UNLESSOTHERWISE SHOWN.

CALLED. 22.7ACRESBONNIE K. OWENSVOL. 4064, PG. 24,VOL. 698, PG. 628,

D.R.KC.T.

CALLED: 725.76 ACRESTARRANT COUNTY WATER CONTROL—

& IMPROVEMENT DISTRICT NO. IVOL. 465, PG. 376,

D.R.K.C. T.

1/FlRF-”

EXHIBIT”PARCEL 36

MATHEW EDWARDS &JENNIFER EDWARDS

PROJECT CEDAR CREEKFINISHED WATER PIPELINE

BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM, NORTH CENTRAL ZONE t4202) NORTH AMERICAN DATUM(NA083)(2007) WITH ALL DISTANCES SCALED FROM N 6,820,412 879, E2.638.417218 BY A PROJECT COMBINED SCALE FACTOR OF 099993245856.

III

- -- -

_

- — -

- -

CDU0

I—wLUIU)LULUU)

17

‘4

S18°51 ‘36”W74.97

PROPERTYLINE

N8752’2O”E — 2,641.38’

— — — — — — —— — — — — — — — — — — — — — —

— — — — L — — — — — — —_ —

S87°52’20”W 2,614.33’ /PARCEL 36 I

EXHIBIT “A” I4.223 ACRES_I(783,950 S.F.)

CALLED. 24.381 ACRESMA THEW EDWARDSJENNIFER EDWARDS

VOL. 4000, PG. 1 72,

S20’06’19W80.81’

w

D.R.K C. T.PROPERTY

LINE

0 100’ 200’

GRAPHIC SCALE IN FEET1”—200’

PROPERTY /LINE

S27 24’04”W246.77’

.,.:

Cl)CALLED: 49.893 ACRESCHARLES G. NEMEC, Ill

& KATHERINE A. NEMEC, TRUSTEESOF THE NEMEC LIVING TRUST

VOL. 3914, PG,77,D.R.KC.T.

t5POONER&ASSOCIATEf

SPOONER AND ASSOCIATES. INC.309 BYERS STREET. SUITE 100EULESS. TEXAS 76039TEL 817-685-8448FAX 817.685-8508

NOTES LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

SHEET TITLE

PPflI NKTh

SCALE: 1’ = 200’

rj4r.KFn RY’ I’sDtWIC,fl flAt.

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

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

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

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

unanimous.

19.

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

sale of a 0.0158-acre tract of land, more or less, located in the J. Block Survey, Abstract

Number 1448, Wise County, Texas and located beneath residential improvements

encroaching on land owned by the District below the 850 M.S.L. elevation on Lake

Bridgeport, Wise County, Texas to Larry Lippe. The District will reserve all mineral rights

and a flowage easement, and payment by Mr. Lippe will be in the amount of $3,620, plus

a $1500 administrative lee.

/ PROPERTY DESCRIPTION

BEING a 0.0158 acre tract situated in the J. Bock Survey, Abstract Number 1448. Wee County, Texas and being a part orthe 005 acre tract as described as Tract Two in Volume 2228, Page 137, OfficIal Public Records. Wise County, Texasand being more particularly described as follows:COMMENCING at a capped ,1 Inch iron rod found at the south earner of Lot 28 and the west corner of Lot 29, Block 1, EiLago Estates, a subdivision in Wise County, Texas, according to the plat recorded in Cabinet A, Slide 516, Mat Records,Wise County, Texas and the east corner of said 0.05 acre tract;1HENCE North 43 degrees 00 minutes 00 seconds West, with south line of said Lot 28 and the north line ol said 0.05acre tract a distance of 28.10 feet to the POINT OF BEGINNING at the edge of a concrete parch;THENCE South 42 degrees 41 minutes 00 seconds West, along or neat the edge of said concrete porch, a detance of1.30 Feet to the comet of said concrete porch;THENCE North 47 degrees 33 minutes 00 seconds West, along or near the edge of said concrete porch, a distance of3.90 feet to a point of intersection of said concrete porch and a wood deck;THENCE South 42 degrees 27 minutes 00 seconds West, along or near the edge of said wood deck, a distance of 8.10feet to the corner of said wood deck;THENCE North 43 degrees 00 minutes 00 seconds West. along or near the edge olsaid wood deck, a distance of 57.70feet to the corner of said wood deck;THENCE Notth 42 degrees 27 minutes 00 seconds East, along or near the edge of said wood deck, a distance of 14.30feet to the south line of aforesaid Lot 28 and the north line of aforesaid 0.05 acre tract from which a capped ?A inch ironrod found at the west corner of said Lot 28 and the south corner of Lot 27, Block 1 of said El Lago Estates beam North 43degrees 00 minutes DO seconds West at 10.09 feetTHENCE South 43 degrees 00 minutes 00 seconds East, with the south line of said Cot 28 and the north line of said 0.05acre tract, a distance of 61.80 feet to the POINT OF BEGINNING and containing 0.0158 acres of land, more or less.

Lot 27Block 1 Lot 28

Block 1

liridgeportLake

Scale: 1’ =20’

Line TableLi = N 43’OO’OO’ ‘.1L2 = S 42’41’00’ WL3 = N 47’33’00’ WC4 S 42’27’00’ ‘.1L5 = N 42’27’00’ EL6 = N 43’OO’OO’ ‘.‘I

28.10’1.30’3.90’8.10’14.30’10.09’

Note: The bearings are based on the southeast line ot Lot 28 and the northwest line of Lot 29, Clock 1El Cage Estates being South 47 deg 00 rein 00 sec. West and is shown as referents bearing hereon.

I, the undersIgned, hereby cethty that the survey map hereon, and the accompanyingdescription, depIcts and descrIbes the result ala careful and accurate survey, madeno the grnrard, and to the best of my Immatedge and beltet, Is a hue and coned depIctIonand description of the properly surveyed, and that three ale no apparent encroachments

proln,siwrs across houndary bees, shortages hr area orbemndary. except as shownherann The only easements the <redesIgned has thewledge, em tlxise as shown,boweair this propety is subject to any arid aS easrenerils, ersenahons, arid rostdelorrothat may be at tweet, Any reference to the tail yver ftundpber vet haflrdZone, to aftedhirale based on the <tutu stated heneon, and should nd be kaerpretnd as a study ccdetenmhretdei at the tfooding propendees of the property.

Nd This somey was parfonned or cennedion with the banwesno desc,thed to:

Swwy perlmmned tot Tanant County Water aeard.

Arrow—Surveying .

TROY ALLEN ROD‘. 5141

-i,”

Troypaen RaspRegistered ProfessionalLand Surveyor No 5141

FIRM RSGISTRA11ON NO WOt0800

P.O. Box 902, Decatur, Texas 76234

Ph. (940) 626-8034 e-mail: arrowsurveyaol.com

• box Rod Sri Contrut Monument C) (3M Gas MeterO hn Rod Found —X—x— Wood or Wire Farce EM Electric Meter

ir Conditioner —u —a — Ovalicud Utilities 0 PP I’ower PoicAlt iran rods arc I?)’ rebar unless otherwise noted.

Date: 9-18-16Drown bg TRJob No 1608020.DKA

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

TRWD are granted authority to execute all documents 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.

20.

There were no future agenda items approved.

21.

The next board meeting was scheduled for December 20, 2016.

22.

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

acflourned.

C

____ ____________

President Secretary

Present Victor W. Henderson Jack R. Stevens Marty V ...Nov 15, 2016 · Brian Brasher of the U.S....

Documents

Transcript of Present Victor W. Henderson Jack R. Stevens Marty V ...Nov 15, 2016 · Brian Brasher of the U.S....