present victor w. henderson stevens r. jack marty v ... · victor w. henderson jack r. stevens...

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

HELD ON THE 19th DAY OF July 2016 AT 9:30 A.M.

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

Present Victor W. Henderson

Jack R. Stevens Marty V. Leonard

Jim Lane Mary Kelleher

Also present were Jim Oliver, Alan Thomas, Dan Buhman, Chris Atkinson, Frank

Beaty, Laura Blaylock, Steve Christian, Linda Christie, Ronny Cook, JD Granger, Rachel

Ickert, Nancy King, Wade Landes, Chad Lorance, David Marshall, Sandy Newby, Michael

Novak, Angel Portales, Sangita Rana, Kari Schmidt, Kirk Thomas, Ed Weaver and Keith

Witthaus.

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

Water District (District or TRWD); Lee Christie, Ethel Steele, Jeremy Harmon, Mike

Atchley and Evelyn Hernandez of Pope, Hardwicke, Christie, Schell, Kelly, & Ray, L.L.P;

Denis Qualls of City of Dallas Water Utilities; Bill Setera of the Institute for Sustainable

Infrastructure; Don McDaniel of TMG Imaging; Andra Beatty of Andra Beatty Real Estate;

Frank Crumb of Halff Associates; Bill Paxton of Trinity River Communications - Joint

Venture; Charles "CB" Team of Ellis and Tinsley, Inc.; Russell Gibson of Freese and

Nichols; Bob Brashear of COM Smith; Matt Garcia of AECOM; Alan Raynor of McCall,

Parkhurst & Horton, L.L.P.; Wyatt Smith of the City of Fort Worth; and Aaron Harris of

Direct Action Texas.

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 Kelleher and seconded by Director Stevens, the

Directors voted unanimously to approve the minutes from the meeting held on June 21,

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

the Tarrant Regional Water District.

3.

Water Resources Engineering Director Rachel Ickert showed the Board a video

explaining the TRWD legacy of sustainability and the Institute for Sustainable

Infrastructure (ISI) Envision evaluation categories. Bill Betera, ISI President and CEO,

presented the 2016 Envision Platinum Award to TRWD and the City of Dallas for the IPL

Project and commended the District for being the first water transmission system to

achieve the ISI Envision highest level of achievement.

4.

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

purchase from SHI Governmental Solutions in an amount not to exceed $126,352 for

network communication hardware required to communicate between the new Integrated

Pipeline facilities. Funding for this project is included in the Bond Fund. Director Kelleher

seconded the motion and the vote in favor was unanimous.

5.

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

contract closeout, release of retainage, and final payment in the amount of $15,522 to

Hartman Walsh Painting Company for the refurbishing of the upstream sides of the Cedar

Creek Spillway gates. Funding for this contract is included in the Revenue Fund Budget.

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

6.


contract with The Fain Group in the amount of $633,510 to perform repairs to the valve

house, horseshoe tunnels, and levee spiliway on the Eagle Mountain Dam. Funding for

this project is included in the Fiscal Year 2016 and 2017 Revenue Fund Budget. Director

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

7.


contract with BAR Constructors, Inc. in the amount of $9,474,494.34 for construction of

the Kennedale Balancing Reservoir bypass piping. Funding for this contract is included

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

unanimous.

8.


contract amendment with Freese and Nichols, Inc. in an amount not to exceed $633,951

for construction representation services for the Kennedale Balancing Reservoir bypass

pipeline construction. The revised contract value, with this amendment, will be

$10,322,551. Funding for this contract is included in the Bond Fund. Director Stevens

seconded the motion and the vote in favor was unanimous.

9.

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

contract with IPL Partners in the amount of $33,092,000 for construction of Section 17

Trinity River Tunnel of the Integrated Pipeline Project. Funding for this contract is included

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

unanimous.

10.


task order contract with D&S Engineering Labs, LLC in an amount not to exceed $360,000

for construction materials inspection and testing services for the Integrated Pipeline

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

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

11.


change order in the amount of $327,232.88 with Thalle Midlothian Partners for the

construction of Integrated Pipeline Project Sections 12, 13 and the Midlothian Balancing

Reservoir. The total not to exceed contract value, including this Change Order, will be

$143,594,048.84. Funding for this change order is included in the Bond Fund. Director

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

12.

Staff Updates

System Status Update

13.

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

address the Board of Directors.

Director Lane commended the District’s Operations team for assisting a

community over a recent weekend in the repair of its neighborhood water well. Director

Lane recognized Darrell Beason, Angel Portales, Chris Atkinson, Michael Novak, Ronny

Cook, Wade Landes, Keith Witthaus, Frank Beaty and the City of Benbrook. Also, he

recognized the District’s police force and asked for prayers and appreciation for their

service. Finally, Director Lane commended JD Granger and his staff for the 2016 Fort

Worth’s Fourth event.

The Board of Directors recessed bra break from 11:02 a.m. to 11:15 a.m.

14.

The presiding officer next called an executive session at 11:15 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 WDistrictNo. 7, eta!., 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

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

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

and Tarrant Regional Water District, Cause No. 08026-CCL-1 5 in the County Court at

Law No. 1 of Henderson County, Texas; Tarrant Regional Water District v. Teddy G.

McElvain and Kathryn D. McElvain, et al., Cause No. 2015-006623-1 in the County Court

at Law No. 1 of Tarrant County, Texas; and under Section 551.072 to Deliberate the

Purchase, Exchange, Lease or Value of Real Property.

15.

With the recommendation of management, Director Stevens moved to grant

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

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

Integrated Pipeline Project by purchase or, if negotiations to acquire the property by

purchase are unsuccessful, by the use of the power of eminent domain. The motion was

made in the form provided by Chapter 2206, Texas Government Code, and indicated that

it is intended to apply to all the units of real property described below. Funding for these

acquisitions is included in the Bond Fund.

• IPL Parcel 90(Knapp)

A permanent easement interest in, over, and across a 9.038-acre tract of landsituated in the Joaquin Rendon Survey, Abstract Number 1263, Tarrant County,Texas, and being more particularly described as a portion of that certain 46.1 78-acre tract conveyed to Darcy Knapp Fricks, Shelley Lynn Knapp and JamesChristopher Knapp, as recorded in Instrument No. 0205269196, Official PublicRecords, Tarrant County, Texas, such tract being further described in thesurvey plat for Parcel 90 attached hereto. An appraisal prepared by anindependent, qualified real estate appraiser using standard accepted valuationtechniques established the amount of $281,400.00 as just compensation for theabove-described property.

• IPL Parcel 103(Knapp)

A permanent easement interest in, over, and across a 9.445-acre tract of landsituated in the Joaquin Rendon Survey, Abstract Number 1263, Tarrant County,Texas, and being more particularly described as a portion of that certain 79.928-acre tract conveyed to Shelley Lynn Knapp, as recorded in Instrument No.

D205269198, Official Public Records, Tarrant County, Texas, such tract beingfurther described in the survey plat for Parcel 103 attached hereto. An appraisalprepared by an independent, qualified real estate appraiser using standardaccepted valuation techniques established the amount of $472,514.00 as justcompensation for the above-described property.

IPL Parcel 115(Knapp)

A permanent easement interest in, over, and across an 8.451-acre tract of landsituated in the James Penfold Survey, Abstract Number 1279, Tarrant County,Texas, and being more particularly described as a portion of that certain 81.085-acre tract conveyed to James Christopher Knapp, as recorded in Instrument No.D195219638, Deed Records, Tarrant County, Texas, such tract being furtherdescribed in the survey plat for Parcel 115 attached hereto. An appraisalprepared by an independent, qualified real estate appraiser using standardaccepted valuation techniques established the amount of $225,397.00 as justcompensation for the above-described property.

IPL Parcel 694(Triple S Ranch, Inc.)

A permanent easement interest in, over, and across an 18.473-acre tract of landsituated in the Henry F. Wilson Survey, Abstract Number 808, and F. BrownSurvey, Abstract Number 81, Henderson County, Texas, and being moreparticularly described as portions of that certain called 3-acre tract describedas First Tract (a), that certain called 64-acre tract described as First Tract (b),that certain called 261.2-acre tract described as Second Tract, and that certaincalled 96-acre tract described as Third Tract conveyed to Smith Furniture Co.#4, Inc. by instrument recorded in Volume 500, Page 418, Henderson CountyDeed Records, said Smith Furniture Co. #4, Inc. now known as Triple S Ranch,Inc., and being a portion of that certain called 12-718-acre tract described asThird Tract conveyed to Junious E. Smith, J. Milton Smith and Mrs. Hugh I.Stalhman, Jr. by instrument recorded in Volume 493, Page 584, HendersonCounty Deed Records, and also being a portion of that certain called 164-8/10-acre tract conveyed to Triple S Ranch, Inc., by instrument recorded in Volume806, Page 894, Henderson County Deed Records, said 164-8/10 acre tract alsobeing conveyed to J. Milton Smith and Mrs. Hugh I. Stalhman, Jr. by instrumentrecorded in Volume 493, Page 584, Henderson County Deed Records, such tractbeing further described in the survey plat for Parcel 694 attached hereto. Anappraisal prepared by an independent, qualified real estate appraiser usingstandard accepted valuation techniques established the amount of $234,000.00as just compensation for the above-described property.

Parcel 90Integrated Pipeline Project

Page 1 of7

EXHIBIT “A”Property Description

Being 9.038-acres (393,693 square feet) of land situated in the Joaquin Rendon Survey, Abstract Number1263, Tarrant County, Texas, and more particularly that certain 46.178 acre tract conveyed to Darcy KnappPricks, Shelley Lynn Knapp and James Christopher Knapp, as recorded in Instrument # D205269 196,Official Public Records, Tarrant 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 West Northwest corner of said Knapp tract and on theEast Right-of-Way line of Lemons Road, a variable width Right-of-Way, no Deed of Record found;

THENCE S 012’18” E, along the West line of said Knapp tract and the East Right-of-Way line of saidLemons Road, a distance of 195.86 feet to a set 5/8 inch iron rod with Transystems cap for the Northwestcorner of tract herein described and the POINT OF BEGINNING (N: 6,896,630.955, E: 2,353,505.959Grid);

(1) THENCE N 89°13’09” E, along the North line of tract herein described, a distance of 62.18 feet to a set 5/8inch iron rod with Transystems cap;

(2) THENCE S 44°46’23” E, along the North line of tract herein described, a distance of 508.10 feet to a set5/8 inch iron rod with Transystems cap;

(3) THENCE N 89°57’19” P. along the North line of tract herein described, a distance of 1,016.01 feet to a set5/8 inch iron rod with Transystems cap;

(4) THENCE S 54°0I ‘50” E, along the North line of tract herein described, a distance of 893.86 feet to a set5/8 inch iron rod with Transystems cap;

(5) THENCE S 73 054t 11” E, along the North line of tract herein described, a distance of 107.18 feet to a set5/8 inch iron rod with Transystems cap on the East line of tract herein described, the East line of said Knapptract and the Southwest Right-of-Way line of Rendon Road, (No Deed of Record found), a variable widthRight-of-Way;

(6) THENCE S 55°0l ‘32” E, along the East line of tract herein described, the East line of said Knapp tract andthe Southwest Right-of-Way line of said Rendon Road, a distance of 196.73 feet to a set 5/8 inch iron rodwith Transystems cap for the Southeast corner of tract herein described, the Southeast corner of said Knapptract, and on the North line of said Lemons Road;

(7) THENCE N 89°54’35” W, along the South line of tract herein described, the South line of said Knapp tractand the North line of said Lemons Road, a distance of 314.59 feet to a set 5/8 inch iron rod withTransystems cap for the South Southwest corner of tract herein described;

(8) THENCE N 82°05’31” W, along the South line of tract herein described, a distance of 11.64 feet to a set5/8 inch iron rod with Transystems cap;

EXHIBIT A-i


Page2of7


(10) THENCE S 89°57’l9” W, along the South line of tract herein described, a distance of 1,029.80 feet to a set5/8 inch iron rod with Transystems cap;

(11) THENCE N 44°46’23” W, along the South line of tract herein described, a distance of 506.97 feet to a set5/8 inch iron rod with Transystems cap for the Southwest corner of tract herein described, on the West lineof said Knapp tract and the East line of said Lemons Road;

(12) THENCE N 0°12’l8” W, along the West line of tract herein described, the West line of said Knapp tractand the East Right-of-Way line of said Lemons Road, a distance of 150.01 feet to the POINT OFBEGiNNING, containing 9.038-acres (393,693 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.

NOTE: Plat to accompany this legal description

I do certify on this 15th day of November, 2012, to Fidelity National Title lnsurance Company and TarrantRegional Water District, 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 Surveyors Standardsand Specifications for a Category 2, Condition III Survey, and accurate as to the boundaries and areas of thesubject property 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 other matters ofrecord as listed in Schedule B of the Commitment for Title issued by Fidelity National Title InsuranceCompany, with an effective date of October 16, 2012, issued date of October 30, 2012, OF # FT244122-4412200744 affecting the subject property and listed in Exhibit “A-I” attached hereto.

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

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

Registered Professional Land Surveyor tiOThT ATexas Registration Number 5316 \

\$suø 3’Dated: 1/- /c- Za.r

FENCE LINE

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STRL’CTURES

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EXHIBIT “A” NPARCEL 90

JOAQUIN RENDONSURVEY

ABSTRACT 1263

200 icC 200

N GRAPHIC SCALE [N FE1” = 200

PARCEL 909.038 AC.

393,693 SQ.FT.

DARCY KNAPP FRICKS, SHELL LYNN KNAPPAND JAMES CHRISTOPHER KNAPP NINSTR.# D205269196

O.P.R.T.C.T. HLUCALLED 46.178 ACRES in

(n

_____

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____ ____ ____

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— SPIKE END1£K_NAIL

______

FNDNAIL END

______

— LEMONS ROAD(NO DEED OF RECORD FOUND)VARIA5LE WIDTH RIGHT—OF—WAY

SS

- fl/Y’&I___ --IPIKE END

LEGEND

F LINE

z

• = MARKER FOUND AS NOTEDSPIKE END

0 = 5/8” CIRS STAMPED TRANSYSTEMS

-& POWER POLE

NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

1/2’ IRP1 —

_______

— — — —

PIKE END PIKE END

NOTE: KNOWN UNDERGROUND UTILITIES SHOWNARE OUALITY LEVEL (B AND C) SUE— (i 1—7—2012)

SHEET TITLE EXHIB T “A”SEGMENT 9, PARC EL 90DARCY KNAPP FRICKS,

SHELLEY LYNN KNAPPAND JAMES CHRISTOPHER KNAPP

PROJECTINTEGRATED PIPELINE PROJECT

7]BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM, NORTH CENTRAL ZONE (1202) NORTH AMERICAN DATUM(NAD83)(2007) WiTH ALL DISTANCES ADJUSTED TO SURFACE BY -

PROJECT COMBINED SCALE FACTOR 0.9998602418

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(/2

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RENDON ROAD(NO DEED o RECORD ROUND)VAR’ABi WDTH RIGHT—OF—WAY

GAS STATON

GRAPH;C SCALE IN FEET= 200’

ocw -

0i

JOAQUIN RENDONSURVEY

ABSTRACT 1263EXHIBIT “A”PARCEL 90 LINE TA2LE

NO BEARING DISTANCELI S7Y54’H”E 107.18L2 555’O’32”E 196.73L3 N89Th4’35”W 314.59L4 N82’05’31”W 11.64XTO

- “

S OW.0’ ERMANEN -

ENERGY, HID.

/L LYNN KNAPP

INST #02062

ASEMENT

Y KNAPP FRED KS, ,

NAPP

5 TEMPORARY C

DARCAND JAMES CHRI

INSTP.# D205269196O.P.R.LC.T.

RESCALLED 46.

PARCEL 909.038 AC.

393,693 SQ.FT.SIORL

N

I-

200

STORE

100 0 200

_____ ___

--

______

LEMONS ROAD(NO DEED OF RECORD FOUND)VARIAB :E WDTH RIGHT—OF—WAY

SARNETTINST. #0207434510. P2 R.T,C,T,

10’ PERMANENT EASEMENT AND R O.W.40 TEMPORARY CONSTRUCTION EASEMI

L E GE N D• = MARKER FOUND AS NOTED

IPU PARCEL 1044BARBARA JUNE GREEN

INST. #D20616357D.R,T.C .T.

LOT 1 AND 2, BLOCK 1HIGH PO:NT TERRACE ADD

VU.. 385—25, PG 237P.R.T.C .T

O = 5/8’ CIRS STAMPED TRANSYSTEMS

-0- = POWER POLE

HOUSE

—4

NOTE: LEGAL DESCRIPTiON TO ACCOMPANY THIS PAT.

_____

- S:ON NOTE: KNOWN UNDERGROUND UTILITiES SHOWN ARE QUALEY LEVEL (B AND C)

tytems500 WEST SEVENTH SPEETSUTE 1O0FCRT WORTH, X 76102(R7) 339—5950 (TEl)(517) 335—2247 (FAX)

2)SUE— (11—7—201

SHEET TITLE

PROJECT

EXHIBIT “A”SEGMENT 9, PARCEL 90DARCY KNAPP FRICKS,

SHELLEY LYNN KNAPPAND JAMES CHRISTOPHER KNAPP

INTEORATED PIPELINE PROJECT

BASIS OR BEARING IS THE TEXAS STATE PKE CCORDINATE ISYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM “fl A “F(NADB3)(2007) WITH ALL DISTANCES AOJUSIED TO STJRFACE BYPROJECT COMBINED SCALE FACTOR O.9995802’48

EXHIBIT “A”PARCEL 90 LiNE TABLE

E1 BEARING OISTANCEfl

I Li S7554’il”E 107.18

Lu s5501’32”E 196.73’13 j N8W54’35”W 314.59’L4j N82’05’31”W 11.64

N

-l

NOTE: LLGAL DESCRIPTION TO ACCOMPANY I HIS PLAT.NOTE: KNOWN UNDERGROUND UTILITIES SHOWN ARE QUALITY LEVEL (B AND C) SUE— (11—7—2012)

SHE!:) TW.E EXHIB IT “A”SEGMENT 9, PARCEL 90DARCY KNAPP FRICKS,

SHELLEY LYNN KNAPPJAMES CHRISTOPHER KNAPP

BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM, NORTH CENTRAl. ZONE (4202) NORTH AMERICAN DAIUM(NADB3)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY U. 3

PROJECI COMBINED SCALE FAC1OR 0.5998802448

N

PHON

.4

NOT TO SCALE

6” BETHESDA WATERSUPPLY CORP QL C

10” BARNETTERINO QL B1C \t

BARNETT GATHERiNG, LPNST. #D2074345 10, R.P. R.LC .T.

10’ PERMANENT EASEMENT AND R.O.W.40’ TEMPORARY C ONSTRUCTION EASEMENT

LEGEND

CBETHESDA WATER

SUPPLY CORP OL C

I

• = MARKER FOUND AS NOTED

0 5/8” CIRS STAMPED TRANSYSTEMS

C- POWER POLE

SIGN

TranJ

500 WEST SEVENTH S1RECISUITE 1100FORT WORTt IX 76102(Si?) 339—8950 (TEL)(617) 336-7247 (FAx)

AND

PROJECTINIECRA1ED PIPELINE PROJECT


Page 1 of6

EXI IIB1T ‘A”Property Description

Being 9.445-acres (41 t ,409 square feet) of land situated in the Joaquin Rendon Survey, Abstract Number1263, Tarrant County, Texas, and more particularly that certain 79.928 acre tract conveyed to ShelleyLynn Knapp, as recorded in Instrument #D2052691 9$, Official Public Records, Tarrant County, Texas,(O.P.R.T.C.T.) and being further described as follows:

BEGINNING at a set 5/8 inch iron rod with Transystems cap for the Northwest corner of tract hereindescribed, on the West line of said Knapp tract and on the East Right-of-Way line of Rendon New HopeRoad. a variable width Right-of-Way, No Deed of Record found; (N: 6,896,086.430, E: 2,358,816.779Grid);

(1) THENCE N 89°55’ 19” E, along the North line of tract herein described, a distance of 62.26 feet to a set5/8 inch iron rod with Transystems cap;

(2) THENCE S 45°0$’I0” I. along theNorth line of tract herein described, a distance of 236.12 feet to a set518 inch iron rod with Transysterns cap;

(3) THENCE N 89°56’07” E, along the North line of tract herein described, a distance of 1,945.16 feet to aset 5/8 inch iron rod with Transystems cap;

(4) THENCE S 60°33’3T’ E, along the North line of tract herein described, a distance of 292.96 feet to a set5/8 inch iron rod with Transystems cap;

(5) THENCE S 89°51’ 19” E, along the North line of tract herein described, a distance of 206.80 feet to a set5/8 inch iron rod with Transystems cap for the Northeast corner of tract herein described, on the East lineof said Knapp tract and the West Right-of-Way line of Teague Road, a variable width Right-of-Way, NoDeed of Record found;

(6) THENCE S 0°13’36” W, along the East line of tract herein described, the West Right-of-Way of saidTeague Road, a distance of 150.00 feet to a set 5/8 inch iron rod with Transysterns cap for the Southeastcorner of tract herein described;

(7) THENCE N 89°51’19” W, along the South line of tract herein described, a distance of 245.70 feet to a set5/8 inch iron rod with Transystems cap:


(9) THENCE S 89°56’OT’ W, along the South line of tract herein described, a distance of 1,967.6$ feet to aset 5/8 inch iron rod with Transystems cap;

(10) TC-IENCE N 45°08’lO’ W, along the South line of tract herein described, a distance of 236.10 feet to a set5/8 inch iron rod with Transystems cap for the Southwest corner of tract herein described, on the West lineof said Knapp tract and the East Right-of-Way line of said Rendon New Hope Road;

EXHIBIT A-2


Pae2of6

(11) THENCE N 0°09’50 W, along the West line of tract herein described, the West line of said Knapp tract,a distance of I 50.00 feet to the POINT OF BEGINNING, containing 9.445-acres (411 ,409 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.


I do certify on this 4th day of October, 2012, to fidelity National Title Insurance Company and TanantRegional Water District, 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 Surveyors Standardsand Specifications for a Category 2, Condition III Survey, and accurate as to the boundaries and areas of

the subject property and the size, location and type of buildings and improvements, if any, and shows thelocation of all visible easements and rights-of-way and the rightsofway, easements and other matters ofrecord as listed in ScheduLe B of the Commitment for Title issued by Fidelity National Title InsuranceCompany. with an effective date of September 20. 2012, issued date of October 3, 2012, GF # FT244122-4412200607 affecting the subject property and listed in Exhibit A-1’ attached hereto.

Except as shown on the survey: (1) there are no visible encroachments upon the subject property by visibleimprovements on adjacent property, (ii) there are no visible encroachments on adjacent property, streets oralleys by any visible improvements on the subject property, and (iii) there are no visible conflicts ordiscrepancies.

This survey substantially complies with the current Texas Society of Professional Surveyors Standards andSpecifications for a Category 2, Condition Ill Survey.

Timothy A. FRegistered Professional Land SurveyorTexas Registration Number 5316

Dated:

____

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7—oP7 L3

LEGEND• = MARKER FOUND AS NOTED

o = MARKER SET AS NOTED

POWER POLE

EXHIBIT “A”PARCEL 103

LINE TABLE

NO BEAPINC DISTANCEL2 NOC9’5OW 15O.00

SHEET TITLE

EXHIBIT “A”SEGMENT 9, PARCEL 103

SHELLY LYNN KNAPP

INTEGRATED PIPEUNE PROJECT

BASIS OF BEARING IS TExAS STATE PLANE COORONATES’rSTEIA. NORf. CEWPAI DI1E (4202) IOTH AMii CAI DATEI pr’ rc(NAfl83)(2007) WITH AL. 0ISTAIES ADJLSTEU 10 StRF,C ‘YPROJECT COMBINED 54T CC 0 024

SHELLEY LYNN KNAPPINSTR. #D205269198

O.P.R.T.C .1.CALLED 79.928 ACRES

. ACEL 102P WRICr’l A%D SPOUSE.

5TC WRIGHTI 1-ii D2O9l7361DRT.CT

‘ JOAQUIN RENDON SURVEY/ ABSTRACT 1263I

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I N 6.8g6.086430

I 2.358816779< . it (CR10)

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U, /112 ;..- a •I x — ‘‘ •f. -±:2L4 N4

.___! Ftam ii—.sa •6 ala..sisal,asia. as.a a ai,sp a . _. am.. a itasia I

1 PARCEL 103I 9.445 AC... O) 41 1,409 . j

4 D * 6* s a aim a •

. fI 1.96?.68

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NOTE: KNOWN UNDERGROUND UTILITIES SHOWNARE QUALITY LEVEL B AND C SUE — (10—76—2012)


Iran

N

ZOO 100 0 ZOO

CRA’HC SCALE IN tEE= 200

500 WEST SEVE’.TH STREETS’E ‘COF0R W)P-I. T 76’02(87) 33T* 850 TEc)

{8’7) 33€ 2247 AX

I Iti

“rr4r I, - ,__

200 jTF:S iTY ftECTRIC COMPANY z rO 1vi. PG 586. DRTCT f

fly or—wAY EASEb.EN1 :% I I= = = = = = = = = = = = = = = =

=L• 9 f‘l If

?t ii1 ii

I IciI Iwi II— I-Ill

(JOWU

_zI IQI I

‘nI

%;J I‘C

‘Ce.. 0

I-I I

INTEGRATED PIPELINE PROJECT

BASIS oc REARING S TlE StAT P AI COORDINATESYSTEM. NORTH CEJRt 2CN’ (4202’, ‘.cr’TH AMERICAN DATUM ‘

(u4083)f2007) WITH &.L DS’tJ1CS L..Jr, TO SURFACE BYPR0JEC COMBINED SCAF ACTO’ C2:.i

N

200 100 0

EXHIBIT “A”PARC EL 103

JOAQUIN RENDON SURVEYABSTRACT 1263

CAPI!C SALc IN FFF’= 200’

f)

IwwIU)

wwCl)

Liz-J

IC-)F

I 1I I— tat act a aa. asia.. stats

PARCEL 103(L

9.445 AC.411,409 SQ.FT.

gi * alias.aiiica.55*CiteS tall as. attest a..Cli l

S89’56’07 W 1,967.65

SHELLEY LYNN KNAPPINSTR. #‘2O5269198

OP.R.T.C .1.CALLED ?9928 ACRES

N81519W

2’570’

LINE TABLE

NO BEARING DISTANCELi [ S0’i33”W 150.00’


o = MARKER SET AS NOTED

>

bi“20’

--

Iraii1

NOTE: KNOWN UNDERGROUND UTILITIES SHOWNARE QUALITY LEVEL B AND C SUE — (10—16—2012)

POWER POLENOTE: LEGAL DESCRIPTION TO ACCOIAPANY THIS PLk’L

LaWI

Wo

z

SCO %ST SEVENTH SIPEETSITE 00FORT WRT, TX 76O2(8?) 3—8%0 (TEl)(B17) 33E—22 (FAX)


SHELLY LYNN KNAPP

F


Page 1 of 5

EXHlBlTA”Property Description

Being 8.451-acres (368,112 square feet) of land situated in the James Penfold Survey, AbstractNumber 1279, Tarrant County, Texas, and more particularly that certain 81.085 acre tract conveyedto James Christopher Knapp, as recorded in Instrument #D195219638, Deed Records, TarrantCounty, Texas (D.R.T.C.T.) and being further described as follows:

COMMENCING at a 1/2 inch iron rod found on the Easterly line of said Knapp tract, and on theWesterly Right-of-Way line of Bennett-Lawson Road, a variable width Right-of-Way. No Deed ofRecord found:

THENCE N 3O0300% W, along the Easterly line of said Knapp tract and the Westerly Right-of-Way line of said Bennett-Lawson Road, a distance of 181.73 feet to a set 5/8 inch iron rod withTransysteins cap at the Southeast corner of tract herein described and the POINT OF BEGINNING(N: 6,897,703.414, Es 2,367,568207 Grid);

(1) THENCE S 59°! 6’04’ W, along the South line of tract herein described, a distance of 55.26 feet toa set 5/8 inch iron rod with Transystems cap;

(2) THENCE N 79°52”40’ W, along the South line of tract herein described, a distance of 461 .77 feetto a set 51$ inch iron rod with Transystems cap;

(3) THENCE S 54°24’lW W, along the South line of tract herein described, a distance of 1,918.87 feetto a set 5/8 inch iron rod with Transystems cap:

(4) THENCE S 51031 06” W, along the South line of tract herein described, a distance of 17.24 feet toa set 5/8 inch iron rod with Transystems cap for the Southwest corner of tract herein described, onthe West line of said Knapp tract and on the Easterly line of a tract of land as described by deed toEdward F. Vance and wife, Gladys L. Vance, as recorded in Volume 10672, Page 628, DeedRecords, Tarrant County, Texas (D,R.T.C,T.) and Gladys Lucille Vance, Trustee of the VanceFamily Trust C, dated April 25, 1988, as recorded in Estate Distribution Deed, Instrument#D209329859, Official Public Records, Tarrant County, Texas, (O.P.R.T.C.T.);

(5) THENCE N 30°30’16’ W, along the Westerly tine of tract herein described, the Westerly line ofsaid Knapp tract and the Easterly line of said Vance family Trust tract, a distance of 151.47 feet to aset 5/8 inch iron rod with Transystems cap for the Northwest corner of tract herein described andbeing the Southwest corner of Kilitep Ranch Addition, as recorded Cabinet A, Slide 10346, PlatRecords. Tarrant County, Texas;

(6) THENCE N 54°24’18’ E. along the North line of tract herein described, the North line of saidKnapp tract and the South line of said Hilltop Ranch, a distance of 1,985.88 feet to a set 5/8 inchiron rod with Transystems cap;

EXHIBIT A-3


Page2of5

(7) THENCE S 79°52’40” E. along the North line of tract herein described, a distance of 469.13 feet toa set 5/8 inch iron rod with Transystems cap at the Northeast corner of tract herein described, on theEasterly line of said Knapp tract and on the Westerly Right-of-Way line of said Bennett-LawsonRoad;

(8) THENCE S 3O03002 E, along the Easterly tine of tract herein described, the Easterly line of saidKnapp tract and the Westerly Right-of-Way line of said Bennett-Lawson Road, a distance of 150.00feet to the POINT OF BEGINNING, containing 8.451-acres f 368,1 12 square feet) of land, more ortess.

NOTE: Basis of bearing is the Texas State Ptane Coordinate System, North Central Zone (4202).North American Datum 1983 (NAD 83)(2007) with all distances adjusted to surface by projectcombined scale factor of 0.9998802448.

NOTE: Plat to accompany this Legal description

I do certify on this 3rd day of January, 2013, to Fidelity National Title Lnsurance Company andTarrant Regional Water District, that a survey was made on the ground 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 Survey, and accurate as tothe boundaries and areas of the subject property and the size, location and type of buildings andimprovements, if any, and shows the location of all visible easements and rights-of-way and therights-of-way, easements and other matters of record as listed in Schedule 3 of the Commitment forTitle issued by Fidelity National Title Insurance Company, with an effective date of January 1, 2013,issued date of January 15, 2013. OF # FT244122-44t2201209 affecting the subject property andlisted in Exhibit “A-I” attached hereto.

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

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

Timothy A. FrtRegistered Professional Land SurveyorTexas Registration Number 53 16

Dated: 1— 3- -2f3

PARCEL8.451

368j 12

or BEARfNG -s IHE E.AS T.4TF CufDASEj3. H0R’ CENiAL Z0 1%37 t,ORTH A’.iCA L)AUL -r nt ç(‘IAt8j)(2001) Wi— ALL STA1CJ A )JTfl tj II ‘.‘.

EC. C0HiCD SCA..E Ft..QP

EXHIB ITPARCEL

I,

115

JAMES PENFOLD SURVEYABSTRACT 1249

IIILTUP P4.( 4DDTrDNC;4fl N[ A. SLIDL’Oi4b, F’

J GiBSON SURVEYABSTRACT 620

4 OV.

TAtE A’T.0’OL 3eB— ‘1 (5

VO... 39-1) PZ 1QL P,T C T

N—

-

____

5.87,7O3. 6’42.367.568.207

(GRID)

P.0.8.

4-U.)U.)

Cl,

U.)Ui

Ui2:-JIci

2

N3cT3002”W81.73

115AC.SQ,FF.

IPL PARCEL 115JAMES CHRISTOPHER KNAPP

INST. # W95219636D.R.T,C .T.

CALLED 81.085 ACRES

LEGEND• MARKER FOUND AS NOTED

0 5/8 CIRS STAMPED TRANSYSTEMS

= POWER POLE

N

* = LIGHT POlE

NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.KNOWN UNDERGROUND UTILITIES SHOWN ARE QUALITY LEVEL

Iranjystems>PINTtC C’).

2J 4:.

200

&

100

SUE—

500 St SfVNT4- STREETSaTE ‘OOFCRT WJR-i. r 76C2(61?) !3 650 (IEt(617) 33 2262

0 200

EXHIBIT NA”SEGMENT 9, PARCEL 115

JAMES CHRISTOPHER KNAPP


\

\

\

\‘

\IRL ARCr 11?

PARRY L LOflMD A LiWIFE. LISA A 2OPFIANDg oti /15, 0 r ‘.c

/

EXHIBIT )A*

PARCEL 115

5G, ‘‘‘SL NE

•Cl TXS

GLADYS LX ti Li VAIIC E, TRUST2COF THE VAtCE AMIIY RUST C,

ESTATF’ DS1FH8UTIOt4 DCFDDATED PNL 25, 1988

INST #O2O932959, 0,P.R I CT, ANDEDWARD F VANC Tkii2 WCT, GYS C. VANCE

VOL 10572, 525, 0,? R,TC,T

JAMES PENFOLD SURVEYASSTRACT 1249

iCCt0P NA%c. H ALD IiCrCA NI’ A, SLUt. R C I

PARCEL 1158.451 AC. \

368)112 SQEF +

t.

+

?OJCHt3c5

\

N3O30’16W —

151.47’

\

V

IPL PARCEL 115JAMES CHRISTOPHER KNAPP

INST. # D195219638, D,R.T.CJ.CALLED 81.085 ACRES

)1’31’06W1724’

8T*E5DA WATER LiUPD CORP-rcT’q Pt5SUPF TFR N 2’/ 3)

LEGEND

o

\ Z:\\,


o 5/8k CIRS STAMPED TRANSYSTEMS

N

I

________________________________________________________________________

NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.GRA’HIC SCALE IN tE

KNOWN UNDERGROUND UTILITIES SHOWN ARE QUAUTY LEVEL (B & C) SUE— (01/04/2013)= 200

200 iCC 0

500 VEST SEEN STREETS’JTE I’OOFORT WRT-, TX 7E1028’7 33 85O (Ei.)

336 22C? (FAX)

OO


JAMES CHRISTOPHER KNAPP


IS HE IEXAS STATE PLANt 000RDINAIFH CtNTAc ZO1C (4202) I3RTt AUERICAN DA1]M

ALL OIS’ANCS UaUS [0 T SU16 YCCMEUIFD SCA.E ‘AL’T(i? 0 903SC2445


Page 1 of7


Being 18.473-acres (804,684 square feet) of land situated in the Henry F. Wilson Survey,Abstract Number 80$ and F. Brown Survey, Abstract Number $1, Henderson County, Texas, andmore particularly that certain called 3 acre tract described as first Tract (a), called 64 acre tractdescribed as first Tract (b), called 261.2 acre tract described as Second Tract, and called 96 acretract described as Third Tract conveyed to Smith furniture Co. #4, Inc. by instrument recorded inVolume 500, Page 418, Henderson County Deed Records, (H.C.D.R.), said Smith Furniture Co.#4, Inc. now known as Triple S Ranch, Inc., by instrument recorded in Filing No. 13485600 withthe Texas Secretary of State Office, and being that certain called 12 7/8 acre tract described asThird Tract conveyed to Junious E. Smith, J. Milton Smith and Mrs. Hugh 1. Stalhman, Jr. byinstrument recorded in Volume 493, Page 584, H.C.D.R., and also being that certain called 164-8/10 acre tract conveyed to Triple S Ranch, Inc., by instrument recorded in Volume 806, Page894, H.C.D.R., said 164-8/10 acre tract also being conveyed to J. Milton Smith and Mrs. Hugh 1.Stalhman, Jr. by instrument recorded in Volume 493, Page 584, H.C.D.R., said Junious E. Smith,J. Milton Smith and Mrs. Hugh I. Stalhman, Jr. now known as Triple S Ranch, Inc., byinstrument recorded in Filing No. 13485600 with the Texas Secretary of State Office, and beingfurther described as follows:

COMMENCING at a 1/2 inch iron rod found for the northwest corner of said Second Tract,said 1/2 inch iron rod being in the south line of that certain tract conveyed to Jackie T. Hardinand wife, Grace Lanelle Hardin, by instrument recorded in Volume 573, Page 1 89, H.C.D.R.,said 1/2 inch iron rod being the most westerly northwest corner of said Abstract Number 808,said 1/2 inch iron rod being the northeast corner of the J. McMannus Survey, Abstract Number533, said 1/2 inch iron rod also being in the south line of the Samuel Moss Survey, AbstractNumber 477;

THENCE North 88 degrees 02 minutes 17 seconds East, along the common line of said SecondTract, said Hardin tract, said Abstract Number 80$, and said Abstract Number 477, a distance of505.34 feet to a point for the southwest corner of said Third Tract recorded in Volume 500, Page41$, said point being the southeast corner of said Hardin tract, said point being an interior ellcorner of said Abstract Number 808, said point being a southeast corner of said Abstract Number477;

THENCE North 00 degrees 57 minutes 33 seconds West, along the common line of said ThirdTract recorded in Volume 500, Page 418, said Hardin tract, said Abstract Number 808, and saidAbstract Number 477, passing at a distance of 1048.41 feet a point for the northwest corner ofsaid Third Tract recorded in Volume 500, Page 418, said point being the southwest corner of saidFirst Tract (a) and First Tract (b), in all, a distance of 1143.58 feet to a 5/8 inch iron rod with capstamped “GORRONDONA” set for the POINT OF BEGINNING (N:6,742,420.894.E:2,777,l27.212 Grid);

(1) THENCE North 00 degrees 57 minutes 33 seconds West, along the common line of said firstTract (a), said first Tract (b), said Hardin tract, said Abstract Number 808, and said AbstractNumber 477, a distance of 171 .98 feet to a 5/8 inch iron rod with cap stamped“GORRONDONA” set for corner;

EXHIBIT A-6


Page 2 of 7

(2) THENCE South 75 degrees 02 minutes 41 seconds East, a distance of 83.27 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;



(5) THENCE South 62 degrees 13 minutes 32 seconds East, a distance of 381 .95 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;





(10) THENCE South 72 degrees 12 minutes 44 seconds East. a distance of 194.87 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;

(11) THENCE South 76 degrees 27 minutes 1 6 seconds East, a distance of 732.33 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;

(12) THENCE South 75 degrees 08 minutes 54 seconds East, a distance of 455.77 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner in a southeasterly line of said called164-8/10 acre tract of land, said 5/8 inch iron rod with cap stamped “GORRONDONA” being ina northwesterly line of that certain tract described as first Tract conveyed to Richard W, Aldersand Jobnyce Alders, in Trust, as Trustees of the Richard and Johnyce Alders Trust (undivided1/2 interest), by instrument recorded in Volume 2311, Page 14, Henderson County Real PropertyRecords. (H.C.R.P.R.), and being more particularly described in Volume 632, Page 637,H.C.D.R., and being that certain tract described as First Tract conveyed to Charles A. Alders orJ0 Ann Alders, Trustees for the Alders Living Trust, dated July 30, 1990 (undivided 1/2 interest),by instrument recorded in Volume 2142, Page 773, H.C.R.P.R., and being more particularlydescribed in said Volume 632, Page 637, from which a rock found for the southeast corner ofsaid Third Tract recorded in Volume 500, Page 418 bears North 16 degrees 02 minutes 27seconds East, a distance of 337.84 feet, North 64 degrees 02 minutes 27 seconds East, a distanceof 733.33 feet, and North 00 degrees 47 minutes 27 seconds East. a distance of 672,22 feet, saidrock being the northeast corner of that certain tract conveyed to Warren Hendry, by instrumentrecorded in Volume 241, Page 362, H.C.D.R., said rock also being in the west line of that certaintract conveyed to Gregory William Jackson and Gina Gentry Jackson, by instrument recorded inDocument Number 2010-00008334, FLC.D.R.;


Page 3 of7

(13) THENCE south 16 degrees 02 minutes 27 seconds West, along the common line of said called164-8/10 acre tract of land and said Alders tract, a distance of 156.79 feet to a 5/8 inch iron rodwith cap stamped “GORRONDONA” set for corner;

(14) THENCE North 75 degrees 37 minutes 40 seconds West, a distance of 1179.84 feet to a 5/8inch iron rod with cap stamped “GORRONDONA” set for corner;

(15) THENCE North 76 degrees 21 minutes 45 seconds West, a distance of 171.70 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;

(16) THENCE North 64 degrees 57 minutes 52 seconds West, a distance of $00.09 fiet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;

(17) THENCE North 60 degrees 17 minutes 21 seconds West, a distance of418.89 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;


(l9) THENCE North 56 degrees 53 minutes 0$ seconds West, a distance of 379.68 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;




(23) ThENCE North 69 degrees 17 minutes 55 seconds West, a distance of 5 12.62 feet to a 5/8 inchiron rod with cap stamped “GORRONDONA” set for corner;

(24) THENCE North 76 degrees 22 minutes 38 seconds West, a distance of 133.91 feet to thePOINT Of BEGINNING and containing 18.473-acres (804,684 square feet) of land, more orless.

NOTE: Basis of hearing is the Texas State Plane Coordinate System, North Central Zone (4202) NorthAmerican Datum (NAD83)(2007) with all distances adjusted to surface by project combined scalefactor 0,9999804020.

NOTE: Plat to accompany this legal description.


Page4of7

I do certify on this 24th day of January, 2014, to Attorney’s Title Co Of Henderson County, Fidelity NationalTitle Insurance Company, Tarrant Regional Water District, that a survey was made on the ground as per thefield notes shown 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, and accurate as tothe boundaries and areas of the subject property and the size, location and type of buildings and improvements,if any, and shows the location of all visible easements and rights-of-way and the rights-of-way, easements andother matters of record as listed in Schedule B of the Commitment for Title issued by fidelity National TitleInsurance Company, with an effective date of January 2, 2014, issued date of January 13, 2014 Gf # 12-712-DD affecting the subject property and listed in Exhibit “A-i” attached hereto.

Except as shown on the survey: (i) there are no visible encroachments upon the subject property byvisible improvements on adjacent property, (ii) there are no visible encroachments on 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 Standards andSpecifications for a Category 2, Condition IV Survey.

Chris T. AbbottRegistered Profession Land SurveyorTexas Registration No. 6407

Dated: ,/ /

>-w>

c/

C/fl—(/Q0<

V)

PARCEL 693JACKIE I HARDIN AND WIFE

GRACE aNELLE HARDINVOLUME 573. PAGE 89

KLC DR

EXHIBIT “A”

PARCEL 694

TRIPLE S RANCH, INC.flUNG NUMBER 13465600

TEXAS SECRETARY OF STATE OFFICEFURTHER DESCRIBED AS

FIRST TRACT (a)VOLUME 500, PAGE 418

H.C .D.R.CALLED 3 ACRES

TRIPLE S RANCH, INC.FlUNG NUMBER 13485600


SECOND TRACTVOLUME 500, PAGE 418

H.C .D.R.CALLED 261.2 ACRES


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

HENRY F.WILSON SURVEYABSTRACT 808

N 0O’57’33” W171.98

P.0.8.

(GRID)

ILP.0.C.1/2 IRE

694AC.SOFT.

TRIPLE S RANCH, INC.FILING NUMBER 13485600

S 75’0241” E TEXAS SECRETARY OF STATE OFFICEp3.27 FURTHER DESCRIBED AS

FIRST TRACT (b).. .5050 ,, VOLUME 500, PAGE 418

e H.C.D.R.

6 CALLED 64 ACRES

57i?sLSPARCEL2.62. 18.473

N6544”W

N 6i4i 17 W 1I, c.,171.33

0 TRIPLE S RANCH, INC. • S 61’49’11” Fj..J’ FILING NUMBER 13485600 / s 478.95’

TEXAS SECRETARY OF STATE OFFICE IML, / %FURTHER DESCRIBED AS .i

6’ j •5>i

THIRD TRACT, 7 4% IVOLUME 500, PAGE 418

H.C.D.R.CALLED 96 ACRES _______)—--—

7—I..

N Fcrl7’21” W418,89’

MCMANNUS SURVEYABSTRACT 533

tD

wILI,

wIl)

N

U.

NOTE: NO I<NOWN UNDERGROUND UTILITIES (02/15/2013)NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT

200 0 4C0

GRAPHIC SCAE IN FET= 400’

SHEET IITL[

GORRONDONA &ASSOCIATES, INC

1524 .JACK NWELL BLVD SOUHfCH W’HTH, TEXAS 7b1:8

C’,- (51 7$96—’ ‘4Fax ‘5’ 7)406’ 765

PROJECTPROJ P2O20S03O INTEGRATED PIPELINE PROJECTSCALE • 400’DATE Ql”242014 BASS OF BEARING IS THE TEXAS STATE PLAUL COORDINATEy GA SYSEM, \ORTH CENTRAL ZONE (4202) NORTH A’JERICAN DATUM rr.CECEO (NAOB3)(2007) wIH ALL DISTANCES ADJLSTED TO SURTACF y ru. )

REVISFD D4t - PROJECT COMBINED SCALE FACTOR 0 9999504020

EXHIBIT “A”SEGMENT 19—2, PARCEL 694

TRIPLE S RANCH, INC.

P1. PARCEL 697GREGORY WILtIAM JACKSONAND GINA GENTRY AC K SON

DOCUMENT NO, 2010 00006334P PR,

TRIPLE S RANCH, INC.FILING NUMBER 13485600


FIRSt TRACT (b)VOLUME 500, PAGE 418

H.C.D.R.CALLED 54 ACRES

EXHIBIT “A”PARCEL 694

LEGEND


O = 5/8 IRS WITH CAPSTAMPED “GORRONDONA”

F. BROWN SURVEYABSTRACT 81

F.

TRIPLE S RANCH, INCFILING NUMBER 13485600


THIRD TRACTVOLUME 500, PAGE 418

H, C. D. R.CALLED 96 ACRES

HENRYWILSON I

_____

SURVEY ___—--—--——--—--—--

ABSTRACT TRIPLE S RANCH, INC.

808FILING NUMBER 13485600

RCC

TEXAS SECRETARY OF STATE OFFICE ‘FURTHER DESCRIBED AS \

SECOND TRACT \VOLUME 500, PAGE 418

H.C DR.CALLED 261.2 ACRES

LO

I.LiLia-U)

ULiU)

I / TRIPLE S RANCH, INC. SECOND TRACT

1 / VOLUME SOD, PAGE 894 VOLUME 241, PAGE 362_J / D.R.H.C.T. HCD

1/ FURTHER DESCRIBED AS \/ FIRST TRACT JOI s 6450’58” E VOLUME 493, PAGE 584

566.11’ H.C.O.R.REMAINDER OF \ -CALLED 164—8/10 ACRES

i873 16O2’27”

N 60172 / FT

-c bJAD1PIT I

I .t94’ . \ .J’ .D.IU’ D, 1 30I (C’ ,DMDLD 1/2 “

cuv:

‘ H c R NI / SE\G FJRTHLP

AS OPST r,NCL

- VOLUME 632, PAGE 631, H COPI NOR Ct’ N

TRIPLE S RANC H, INC. EALD 92

FILING NUMBER 13485600 S 1602’27” W/TEXAS SECRETARY OF STATE OFFICE / 156 79/ FURTHER DESCRIBED AS /

THIRD TRACT JVOLUME 493, PAGE 584 /

I H.C.D.R. / ACT 0 420

/ CALLED 12 7/8 ACRES .‘

______________________

7NOTE: NO KNOWI4 UNDERGROUND UTILITIES (02/15/2013)NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT

A ‘IFfl Ci

22/34/20149:20:00 AM

GORRONDONA &ASSOCIATES, INC.

/4 JACK NEWELL ULVG. SOUTHFORT WOPIN, TEXAS 75116PHONL (61 146’ 4%4

FAX T81714T6- ‘766

SHEET TITLE

GRAGHIC SCALE IN FEET

PRO ND. P2Q9D.33SCkO I -400DATE 01—24—20)4DRAWN 13Y: CACHECKED BY: itREVISED !*1t —

EXHIBIT A”SEGMENT 19—2, PARCEL 694

TRIPLE S RANCH, INC.

PROJECTINTEGRATED PIPEUNE PROJECT

OASiS OF BEARI’4G IS ThE TEXAS STATE PLANE C3ORDNAtSYSTEM, NORTH CENTRAL ZONE (4232) NORTH AMEP1CAN DATUM(NAD83)(2007) WITH ALL DISTANCES ADJESIED TO SURFACE OYPROJECT CCMOI’IED SCALE FACTOR C 93996O32O

In addition, R. Steve Christian and the staff of TRWD are authorized to initiate

eminent domain proceedings, to take all steps which may be reasonably necessary to

complete the acquisition of the above-described properties, to pay all reasonable and

necessary costs, to deposit the amount of the special commissioners’ award into the

registry of the court in any eminent domain proceeding, and to appeal any such award.

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

Leonard voting in favor and Director Kelleher voting against.

15(A).

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

to acquire a permanent easement interest in, over, and across the following described

property, including any improvements thereon, for the public use and purpose of

construction and operation of the Integrated Pipeline Project for the appraised value of

$9,900, or ii negotiations fail, authorize the use of the power of eminent domain to acquire

such property. The motion was made in the form provided by Chapter 2206, Texas

Government Code. Funding for this acquisition is included in the Bond Fund.

IPL Parcel 640(P.1. Kilman Trust)

A permanent easement interest in, over, and across a 4.051-acre tract of landsituated in the Peter Tumlinson Survey, Abstract Number 755, HendersonCounty, Texas, and being more particularly described as a portion of thatcertain 23-acre tract of land described in deed to P.T. Kilman recorded in Volume391, Page 617, Deed Records, Henderson County, Texas, and conveyed by willas evidenced by Application for Probate of Will and Codicil and for Issuance ofLetters Testamentary, File Number 15-87, to the P.T. Kilman Trust recorded inVolume 95, Page 109, Judicial Records, Henderson County, Texas, and being aportion of that certain tract of land described in deed to Ernest E. Allen and wife,lnez Allen recorded in Volume 1221, Page 626, Deed Records, HendersonCounty, Texas, and conveyed by Affidavit of Heirship to lnez Rampy Allenrecorded in Volume 1888, Page 424, Deed Records, Henderson County, Texas,such tract being further described in the survey plat for Parcel 640 attachedhereto. An appraisal prepared by an independent, qualified real estate appraiser

using standard accepted valuation techniques established the amount of$9,900.00 as just compensation for the above-described property.


Page 1 of 15

Exhibit “A”Property Description

Being 4.051-acres (176,442 square feet) of land situated in the Peter Tumlinson Survey, AbstractNumber 755, Henderson County, Texas and more particularly that certain 23 acre tract of landdescribed in deed to P.T. Kilman recorded in Volume 391, Page 617, Deed Records, HendersonCounty, Texas (D.RH.C.T.) and conveyed by wi]l titled Application for Probate of Will and Codiciland for Issuance of Letters Testamentary, File Number 15-87 to the P.T. Kilman Trust recorded inVolume 95, Page 109, Judicial Records, Henderson County, Texas (J.R.H.C.T.) and that certain tract ofland described in Warranty Deed to Ernest E. Allen and wife, Inez Allen recorded in Volume 1221,Page 626 (D.R.H.C.T.) and conveyed by Affidavit of Heirship to Inez Rampy Allen recorded inVolume 1 888, Page 424 (D.R.K.C.T.), and being fiwther described as follows:

COMMENCING, at a 1/2-inch iron rod found at the Southeasterly corner of said Kitman and Allentract, the Southwesterly corner of that certain tract of land described in deed to P.1. Kilman recorded inVolume 460, Page 121 (D.R.H.C.T.) and conveyed by said will to the P.T. Kitman Trust and theNorthwesterly comet of that certain tract of land described in deed to K.V. Beamon recorded inVolume 496, Page 487 (D.RH.C.T.) and conveyed to Helen Louise Blasingame Beamon, KennethHarrison Beamon, Nesta Kay Bearnon and Helen Gelene Bcamon by Affidavit of Heirship recorded inVolume 2165, Page 194 (D.R.H.C.T.);

ThENCE, N 00°27’3 l W, along the Easterly line of said Kilman and Allen tract and the Westerly lineof the second referenced Kilman tract, a distance of 312.26 feet to a 1/2-inch iron rod with “PACHECOKOCH” cap set for the POINT Of BEGiNNING (N: 6,752,091.325, E: 2,728,217.553 Grid);

(1) THENCE, N 87°00’24” W, departing the Easterly tine of said Kilman and Allen tract and the Westerlyline of the second referenced Kilman tract, a distance of 22.52 feet to a 1/2-inch iron rod with“PACHECO KOCH” cap set;

(2) TIlENCF, S 88°25’05” W, a distance of 112.70 feet to a 1/2-inch iron rod with “PACHECO KOCH”cap set;

(3) THENCE, S 74°58’38” W, a distance of 1,028.32 feet to a 1/2-inch iron rod with ‘PACHECO KOCH”cap set in the Westerly line of said Kilman and Allen tract and the Easterly tine of that certain tract ofland conveyed by deed to Walter Jackson recorded in Volume 414, Page 485 (D.R.H.C.T.);

(4) THENCE, N 00°27’31” W, along the Westerly line of said Kilman and Allen tract and the Easterly lineof said Jackson tract, a distance of 154.98 feet to a 1/2-inch iron rod with “PACHECO KOCH” cap set;

EXHIBIT A-4


Page 2 o115

(5) THENCE, N 7405813811 E, departing the Westerly line of said Kilman and Allen tract and the Easterlyline of said Jackson tract, a distance of 990.54 feet to a 1/2-inch iron rod with “PACHECO KOCH1’ capset;

(6) THENCE, N 76°2224” E, a distance of 110.97 feet to a 1/2-inch iron rod with ‘PACHECO KOCH”cap set;

(7) THENCE, S 870151911 B, a distance of 63.76 feet to a 1/2-inch iron rod with “PACHECO KOCW’ capset in the Easterly line of said Kitman and Allen tract and the Westerly line of the second referencedKilman tract;

(8) THENCL, S 00027t3 I” B, along the Easterly line of said Kilman and Allen tract and the Westerly lineof the second referenced Kilman tract, a distance of 166.35 feet to the POINT OF BEGINNING,containing 4.f)5 1-acres (176,442 square feet) of land, more or less.


Page 3 of 15

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


NOTE: All 1/2-inch iron rods set have a yellow cap stamped “PACHFiCO KOCH”

I do certify on this 15th day of January, 2014, to Fidelity National Title insurance Company, Attorney’sTitle Co Of Henderson County 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 17, 2013, issued date of September 19, 2013 GF # 13-183-DD affecting the subject propertyand listed in Exhibit “A- I” attached hereto.

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

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

Paul HubertRegistered urveyorTexas Registration Nuiiil3’ër 1942TX Reg. Engineering Firm F-469TX Reg. Surveying Firm LS- 100080-00

Dated:

PETER TUMLINSON SURVEYABSTRACT 755

EXHIBIT “A”PARCEl, (40

N

P1 PARCEL 633lilt! Ii .N’Y Al LEN,

CARRY ERNEST ALIEN AND’KAREN JANE AtLEN C RAIC

VC)L 1888, PG 424ERNEST AlLEN

VOL. 686. PG. 2J1D.R.H.C.T.

PC PARC El. i’lqWALTER JACKSON

SECOND TRACTVOL 414 PG 485

D.R.H.C T

IRL PARCEL 1093WALTER CDVI S JACKSONAND WIFE MARY LOUISE

JAC KSONVOL 1170, PG. 368VOL. 1170, PG. 392

D.R H.C.T.

LEGEND I• = MARKER FOUND AS NOTED

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

0c

0)1 ‘

PC PARCEL 643HELEN LOUISE B CASNGAME B EAMON,

KENNETH HARRISON BEAMON,NESTA KAY BEAMON, AND

HELEN GELEHE REAMONVCL. 2165 PG. 194

D.R.H.C T.

LD

200 100 0

GRAPHIC SCALE IN FEETI”. 200’

200

PT. KILMAN TRUST (23 Ac)FILE NO. 15—87

VOLUME 95, PAGE 109J.R.H.C .T.

VOLUME 391, PAGE 617D.R.H.C.T.

INEZ RA1PY ALLEN (1/3 1NTEREST)VOLUME 1888, PAGE 424VOLUME 1221, PAGE 626

D.R.H.C.T.

N/ 6 22’24” F11

——

IPL PARCEL 639WAITER JACKSON

FIRST TRACTVOL. 214. PG. 485

tRHC I

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P.0.8,N= 6.752,o91.32EE 2,?23,217,553

IP.IKICMAN TRUST (23 AC) - P.O.C.VlfCC NO. 15—87 1/2 IRON NO’) POUND

VOl lIME P5. PAGE 109J,R,H C I.

VOlUME 391, PACE 617D.R.H.C.T.

NEZ RAMPY ALLEN (1/3 INTEREST)VOLUME 1888. PAGE 424VOLUME 1221, PAGE 626

O,R,Il,C .T.

PC PARCEL 639WALTER LOUIS JACKSON

VOL 427. PG. 236D.R,H.C ,T.

= POWER POLE

\NOTE: NO KNOWN UNDERGROUND UTILITtES = 02/01/2013NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

J Paeheco Koch— OAAAS • FCIWO •

8350 N. CENTRAL EXPW1. SU1TE 1000DALLAS, TEXAS 75206

PH. 972.235.3031 FAX 972235.9iTX REG. ENGINEERING FIRM F-469TX REG. SURVEYING FIRM 15-100080-

SHEET TITLE

EXHIBIT “A”SEGMENT 19—2, PARCEL 640

DR. P.1. KILMAN AND NEZ RAMPY ALLEN

PROJEC ‘1INTEGRA1ED PIPEUNE PROJECT

BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUMfNAD83X2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY PG. 4 OF 15PROJECT COMBINED SCALE FACTOR 0.9999804020



complete the acquisition of the above-described property, to pay all reasonable and





15(B).

With the recommendation of management, Director Stevens moved to grant

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

property, including any improvements thereon, for the public use and purpose of

construction and operation of the Integrated Pipeline Project for the negotiated value of

$18,400, or if negotiations fail, authorize the use of the power of eminent domain to

acquire such property. The motion was made in the form provided by Chapter 2206,

Texas Government Code. Funding for this acquisition is included in the Bond Fund.

IPL Parcel 641(P.T. Kilman Trust)

A permanent easement interest in, over, and across a 3.901-acre tract of landsituated in the Peter Tumlinson Survey, Abstract Number 755, HendersonCounty, Texas, and being more particularly described as a portion of thatcertain 35-acre tract of land described in deed to PJ. Kilman recorded in Volume460, Page 121, Deed Records, Henderson County, Texas, and conveyed by willas evidenced by Application for Probate of Will and Codicil and for Issuance ofLetters Testamentary, File Number 15-87, to the P.T. Kilman Trust recorded inVolume 95, Page 109, Judicial Records, Henderson County, Texas and being aportion of that certain 4.5630-acre tract of land described as Tract No. 1 andconveyed to the P.T. Kilman Estate by Report of Commissioners, Case Number83A-661, Judicial Records, Henderson County, Texas, such tract being furtherdescribed in the survey plat for Parcel 641 attached hereto, for the negotiatedpurchase price of $18,400.


Page I of 15

Exhibit “A”Property Description

Being 1901-acres (169,916 square fct) of land situated in the Peter Tumlinson Survey, AbstractNumber 755, Henderson County, Texas and more particularly that certain 35 acre tract of landdescribed in Warranty Deed to P.1’. Kilman recorded in Volume 460, Page 121, Deed Records,Henderson County, Texas (D.R.H.CJ.) and conveyed by will titled Application for Probate of Will andCodicil and for Issuance of Letters Testamentary, File Number 15-87 to the P.1’. Kilman Trust recordedin Volume 95, Page 1 09, Judicial Records, Henderson County, Texas (J.R.H.C.T.) and that certain4.5630 acre tract of land described as Tract No. I and conveyed to the P.1’. Kilman Estate by Report ofCommissioners, Case Number 83A-661 (J.R.H.C.T.), and being further described as follows:

COMMENCiNG, at a 1/2-inch iron rod found at the Southwesterly corner of said Kilman tract, theNorthwesterly corner of that certain tract of land described in deed to K.V. Beamon recorded inVolume 496, Page 487 (D.R.K.C.T.) and conveyed to Helen Lotiise Blasingarne Beamon, KennethHarrison Bearnon, Nesta Kay Beamon and Helen Gelene Beamon by Affidavit of Heirship recorded inVolume 2165, Page 194 (D.R.H.C.T.) and the Southeasterly corner of that certain tract of landconveyed by said will to the P.1’. Kilman Trust and by Affidavit of Heirship to Inez Rampy Allenrecorded in Volume 188$, Page 424 (D.R.H.C.T.);

THENCE, N 87°32’29” E, along the Southerly line of the first referenced Kilman tract and theNortherly line of said Bearnon tract, a distance of 866.97 feet to a 1/2-inch iron rod with “PACHECOKOCH’ cap set for the POiNT OF BEGiNNING (N: 6,751,816.278, E: 2,729,086.213 Grid);

(1) THENCE, N 70°53’Ol” W, a distance of 825.76 feet to a 1/2-inch iron rod with ‘PACHECO KOCH’cap set;

(2) THENCE, N $7°00’24 W, a distance of 88.57 feet a 1/2-inch iron rod with “PACH ECU KOCH capset in the Westerly line of the first referenced Kilman tract and the Easterly line of said Kilman andAllen tract;

(3) THENCE, N 00°273l” W, along the Westerly line of the first referenced Kilman tract and the Easterlyline of said Kilman and Allen tract, a distance of 166.35 feet to a 1/2-inch iron rod with “PACHECOKOCH” cap set;

(4) THENCE, S 87°l5’19” E, departing the Westerly line of the first referenced Kilman tract and theEasterly line of said Kilman and Allen tract, a distance of 63.37 feet to a 1/2-inch iron rod with‘PACKECO KOCH” cap set;

(5) THENCE, S 70530I’ E, a distance of 1,181.11 feet to a 1/2-inch iron rod with “PACHECO KOCH”cap set; EXHIBIT A-5


Page 2 of 15

(6) THENCE, S 48°35’35” E, a distance of 56.78 feet to a 1/2-inch iron rod with “PACKECO KOCh” capset in the Southerty line of the first referenced Kilman tract and the Northerly line of that certain tract ofland conveyed by deed to Barbara Vanibuls recorded in Volume 294!, Page 694 (D.R.H.C.T.);

(7) ThENCE, S 88°0623” W, along the Southerly line of the first referenced Kilman tract and theNortherly line of said Vanibuls tract, a distance of 111.44 feet to a 5/8-inch iron pipe found at theNorthwesterly corner of said Vanihuls tract and the Northeasterly corner of said Bearnon tract;

(8) THENCE, S 87°32’29” W, along the Southerly line of the first referenced Kilman tract and theNortherly line of said Beamon tract, a distance of 240.70 feet to the POINT OF BEGINNING,containing 3.901-acres (169,916 square feet) of land, more or less.

Parcel 641Integrated Pipe! inc Project

Page 3 of 15

NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), NorthAmerican Datum 1983 (NAD 83)(2007) with at! distances adjusted to surface by project

combined scale factor of 09999804020.


NOTE: All 1/2-inch iron rods set have a yellow cap stamped “PACHECO KOCH”

I do certify on this 15th day of January, 2f)l 4, to Fidelity National Title Insurance Company, AttorncysTitle Co Of Henderson County and Tarrant Regional Water Disttict, 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 17, 2013, issued date of September 19, 2013 OF # 13-183-DD affecting the subject propertyand listed in Exhibit “A-i” attached hereto.

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

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

Paul Hubert ,I fRegistered Profs4frl£II*orTexas RegistrationdheTX Reg. Engineering Firm F-469TX Reg. Surveying Firm LS-100080-00

Dated: tt id

IPL PARCEL 640PT, KILMAN must (23 Ac)

OLE NO. I 5—87VOI.95,1C 109

VOL. 391, PG. 617D.R.H.C.T,

6 NEZ RAMPY ALLEN (1/3 INTEREST)VOL 1886. PG. 424VOL 1271, PG. 626

D.RJI.CJ.

EXHIRT “A”PARC EL 641

GRAPHIC SCALE IN FEET1” 200

PETER TUMLINSON SURVEYABSTRACT 755

N

290 100 0

P,T. KWMAN TRUSTTRACT NO. 3

FILE NO. 15—87VOLUME 95, PAGE 109

J.R.H.C .T.VOLUME 460, PAGE 121

D.R.H.C .T,

200

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tRACT NO. 3 I J VOL 3941. PC 94

FILE NO 15—87 6 O.R.HC.t.VOLUME 95, PAGE 109

J.R.H.CJ.95 57’ 1 43.30’

c1/2 IRON ROD tOUND N= 678

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NOTED) I

IPL PARCEl 643HELEN LOUISE ULASINGAME BEAMON,

KENNETH HARRISON REAMONNESTA KAY DEAMON, AND

HELEN GELENE BEAM0NVOL. 2165. PG. 194

D.R.H.CJ.

1 203.00’

I CD

LEGEND• = MARKER FOUND AS NOTED -‘

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

= POWER POLENOTE KNOWN UNDERGROUND UTILITIES SHOWNARE QUALITY LEVEL 6, C, & 0 SUE — 2/01/2013NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

PRINTED OH. - SHEET TITLE

Pacheco Koch EXHIB IT “A”DAUA fOCWOI • k A T ‘1 C

8350N.CENTRALEXPWY.,SUITEI000 IVI I I

DALIAS,TEXAS 75206 DR P 1 KILMANPH. 972.235.3031 FAX 972 235 9544 43.”\ s r

TX REG. ENGINEERING FiRM F-469

TX REG, SURVEYING FIRM LS-l00080-OO•=L ‘‘‘‘“““ PROJECT

TnThiiT INTEGRATED PIPELINE PROJECTSCAII I’ - 200’ ‘ jq49 —* .._ —— . -. . --

oAsis OF DEA xs fATEDRAWN BY CRK SYSTEM, NORTH CENTRAL ZONE (4202) NORTh AMERICAN DATUM ICHFCKED BY: JPH (NAD83)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE PG. 4 OF 15REVISED DAlE: , “i? — PROJECT COMBINED SCALE FACTOR 0.9999804020



complete the acquisition of the above-described property, to pay all reasonable and





16.

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

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

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

operation of the Integrated Pipeline Project. Funding for these acquisitions is included in

the Bond Fund.

• IPL Parcel 3(Life Covenant Church)

A permanent easement interest across a 1.989-acre tract of land situated in theJuan Jose Albirado Survey, Abstract Number 4, and the John W. Asbury Survey,Abstract 52, Tarrant County, Texas, and being more particularly described as aportion of that certain 89.358-acre Tract I conveyed in Instrument No.0211148502, Official Public Records, Tarrant County, Texas, together with apermanent easement interest across a 3.811-acre tract of land situated in theJuan Jose Albirado Survey, Abstract Number 4, Tarrant County, Texas, andbeing more particularly described as a portion of that said 89.358-acre Tract 1,and being further described in the in the survey plat for Parcel 3 attached heretofor the appraised purchase price of $1 56,000.00.

• lPLParcel8I2(Weeks)

A permanent easement interest across a 5.082-acre tract of land situated in theJose Chirino Survey, Abstract Number 168, Anderson County, Texas, and beingmore particularly described as a portion of that certain 91-acre tract of landconveyed to Kaye Burgamy Weeks, as described by deed recorded in Volume

1094, Page 587, Land Records of Anderson County, Texas, and being furtherdescribed in the survey plat for Parcel 812 attached hereto for the negotiatedpurchase price of $55,000.00.

• IPL Parcel 915(Perry)

A permanent easement interest across a 9.907-acre tract of land out of the JohnH. Millican Survey, Abstract Number 523, Navarro County, Texas, and beingmore particularly described as a portion of that certain 57.096-acre tract of landconveyed to James and Glenda Perry by deed recorded in Instrument Number00007481, Official Public Records, Navarro County, Texas, and being furtherdescribed in the survey plat for Parcel 915 attached hereto for the negotiatedpurchase price of $35,000.00.

• IPL Parcel 916(Perry)

A permanent easement interest across 2.423-acre tract of land situated in theHenry S. Simonton Sr. Survey, Abstract Number 743, Navarro County, Texas,and being more particularly described as a portion of that certain 47.885-acretract of land conveyed to James E. and Glenda H. Perry by deed recorded inVolume 753, Page 509, Deed Records, Navarro County, Texas, and being furtherdescribed in the survey plat for Parcel 916 attached hereto for the negotiatedpurchase price of $25,000.00.

• IPL Parcel 597AE(Kamp)

A permanent easement interest across a 3.713-acre tract of land situated in theHenry H. Horn Survey, Abstract Number 331, Navarro County, Texas, and beingmore particularly described as a portion of that certain tract of land conveyedto Roy Kamp by Last Will and Testament of Kenneth R. Scarbrough recorded inDocument Number P1 7898, Probate Records, Navarro County, Texas, and beingfurther described in the survey plat for Parcel 597AE attached thereto for thenegotiated purchase price of $16,500.00

Parcel 3, Part IIntegrated Pipeline Project

Page 1 of II


Being I .989-acres (86,622 square feet) of land situated in the Juan Jose Albirado Survey, AbstractNumber 4 and the John W Asbuiy Survey, Abstract 52, Tarrant County, Texas, and moreparticularly that certain 89.358 acre Tract I conveyed to fW 50 Partners, LTD., as recorded inInstrument #D21 1148502, Official Public Records, Tarrant County, Texas, (O.P.R.T.C.T.) andbeing further described as follows:

COMMENCING at a found 5/8 inch capped iron rod on the West tine of said fW 50 Partnerstract and on the East Right-of-Way line of Texas Transportation Commission, a variable widthRight-of-Way, recorded in Instrument #D20$028420, O.P.RJ.C.T.;

THENCE $ 0°23’30” E, along the West line of said fW 50 Partners tract and the East line of saidTexas Transportation tract, a distance of 109.14 feet to a set 5/8 inch iron rod with Transystemscap at the Northwest corner of tract herein described, and the POINT OF BEGINNING (N:6,911,264.757, Es 2,303,496.037 Grid);

(I) THENCE S s7o4836 E, along the Northeasterly line of tract herein described, a distance of72.16 feet to a set 5/8 inch iron rod with Transystems cap, point also being the beginning of acurve to the right;

(2) THENCE along said curve to the right, along the Northeasterly line of tract herein described, anarc distance of 766.40 feet, through a central angle of 45°5$’50”, a radius of 955.00 feet and a longchord which bears S 34°49’ ii” E, 746.00 feet to a set 5/8 inch iron rod with Transystems cap onthe South line of tract herein described, the South line of said FW 50 Partners tract and the Northline of a tract of land as described by deed to Crowley ISD, as recorded in Instrument#D2093 19844, O.P.R.T.C.T., point also being the beginning of a curve to the left;

(3) THENCE along said curve to the left, along the South line of tract herein described, the South lineof said fW 50 Partners tract and the North line of said Crowley ISD tract, an arc distance of125.29 feet, through a central angle of 1°44’52”, a radius of 4,107.33 feet and a long chord which

bears S 50°57’29” W, 125.29 feet to a set 5/8 inch iron rod with Transystems cap at the Southwestcorner of tract herein described on the South line of said fW 50 Partners tract and the North line ofsaid Crowley ISD tract;

(4) THENCE N 9°57’36” W, along the West line of tract herein described, a distance of 29.74 feet to

a set 5/8 inch iron rod with Transystems cap, point also being the beginning of a curve to the left;

(5) THENCE along said curve to the left, along the Southwesterly line of tract herein described, anarc distance of 705.69 feet, through a central angle of47°51’OO”, a radius of 845.00 feet and a longchord which bears N 33°53’06” W, 685.36 feet to a set 5/8 inch iron rod with Transystems cap;

Parcel 3, Part IIntegrated Pipeline Project

Page2ofll

(6) THENCE N 57°48’36” W, along the Southwesterly line of tract herein described, a distance ofI $6 feet to a set 5/8 inch iron rod with Transystems cap on the West line of said FW 50 Partnerstract and the East line of said Texas Transportation tract;

(7) THENCE N 0°23’30” W, along the West line of tract herein described, the West line of said fW50 Partners tract and the East line of said Texas Transportation tract, a distance of 130.54 feet tothe POINT Of BEGINNING, containing 1.989-acres (86,622 square feet) of land, more or less.

Parcel 3, Part2Integrated Pipeline Project

Page3ofll

Being 3.81 1-acres (166,009 square feet) of land sItuated in the Juan Jose Albirado Survey,Abstract Number 4, Tarrant County, Texas, and more particularly that certain 89.358 acre Tract Iconveyed to fW 50 Partners, LTD, as recorded in Instrument #D21 1148502, Official PublicRecords, Tarrant County, Texas, (O.P.R.T.C.T.) and being further described as follows:

COMMENCING at a found 1/2 inch iron rod at an dll corner of said FW 50 Partners tract and onthe Southwest corner of a tract of land to Crowley ISD, as recorded in Instrument #D2093 19844,O.P.R.T.C.T.;

THENCE N 72°l0’l6” E, along the Southern Northerly line of said fW 50 Partners tract and theSouth line of said Crowley ISD tract, a distance of 31.56 feet to a set 5/8 inch iron rod withTransystems cap at the Northwest corner of tract herein described, and the POINT OFBEGINNING (N: 6,909,640.535, E: 2,304,042.796 Grid);

(1) THENCE N 72°10’ 16” E, along the Southern Northerly line of said fW 50 Partners tract and theSouth line of said Crowley 1513 tract, a distance of 111.05 feet to a set 5/8 inch iron rod withTransystems cap for the Northeast corner of tract herein described;

(2) THENCE S 9°57’36” E, along the East line of tract herein described, a distance of 59.18 feet to aset 518 inch iron rod with Transystems cap, point also being the beginning of a curve to the left;

(3) THENCE along said curve to the left, along the East line of tract herein described, an arc distanceof a 1,456.81 feet, through a central angle of74°31’33”, a radius of 1,120.00 feet and a long chordwhich bears S 47°13’25” E, 1,356.26 feet to a set 5/8 inch iron rod with Transystems cap on theEast line of tract herein described, the East line of said fW 50 Partners tract, on the West Right-of-Way line of Summer Creek Road, a 60 foot Right-of-Way, as recorded in Cabinet A, Slide 9611,Plat Records, Tarrant County, Texas, point also being the beginning of a curve to the right;

(4) THENCE along said curve to the right, East line of tract herein described, the East line of said FW50 Partners tract, on the West Right-of-Way line of Summer Creek Road, an arc distance of a74,17 feet, through a central angle of 70°29’ 13”, a radius of 60.29 feet and a long chord whichbears S 45°l 1’40” W, 69.58 feet to a found 1/2 inch iron rod on the South line of said FW 50Partners tract and on the North Right-of-Way line of Risinger Road, a 110 foot Right-of-Way, asrecorded in Instrument #13206245569, O.P.R.T.C.T.;

(5) THENCE S 80°26’ 17” W, along the South line of tract herein described, the South line of saidFW 50 Partners tract and the North Right-of-Way line of said Risinger road, a distance of 31.51feet to a set 5/8 inch iron rod with Transystems cap, point also being the beginning of a curve tothe right;

(6) THENCE along said curve to the right, along the South line of tract herein described, the Southline of said FW 50 Partners tract and the North Right-of-Way line of said Risinger Road, an arcdistance of 135.17 feet, through a central angle of 3°47’14”. a radius of 2,045.00 feet and a longchord which bears S 82° 19’ 53” W, 135.15 feet to a set 5/8 inch iron rod with Transystems cap,point also being the beginning of a curve to the right;

Parcel 3, Part 2Integrated Pipeline Project

Page4ofll

(7) THENCE along said curve to the right, along the West line of tract herein described, an arcdistance of I ,392.48 feet, through a central angle of 64°5 1 ‘52”, a radius of 1,230.00 feet and a longchord which bears N 42°23’32” W, 1,319.30 feet to a set 5/8 inch iron rod with Transystems cap;

(8) THENCE N 9°57’36” W, along the West line of tract herein described, a distance of 43.97 feet tothe POINT OF BEGINNING, containing 3.811-acres (166,009 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: Nat to accompany this legal description


Page5ofll

do certify on this 24th day of April, 2014, to fidelity National Title Agency, Inc. 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 ProfessionalSurveyors Standards and Specifications for a Category 2, Condition Ill Survey, and accurate as tothe boundaries and areas of the subject property and the size, location and type of buildings andimprovements, if any, and shows the location of all visible easements and rights-of-way and therights-of-way, easements and other matters of record as listed in Schedule B of the Commitmentfor Title issued by fidelity National Title Agency, Inc., with an effective date of April 7, 2014,issued date of April 22, 2014, Gf # FT244122-441220l242 affecting the subject property andlisted in Exhibit “A-I” attached hereto.

Except as shown on the survey; fi) 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 ILl Survey.

fimothy A. FroRegistered Professional Land SurveyorTexas Registration Number 5316 #“

,,j TIMOTIfY A., rnv ii

Dated:

EXHIBIT “A”PARC EL 3 INDEX

i_ - - - - — --

N

PL PARCEL IDENTON TEXAS VENflJRE LTD I

INST. 002051975170 R.T.C.T,

I I

PARCEL 3‘,P.0.C. PART 1 1

• •.‘. 500 250 0 500Mtt I I

GRAPHIC SCALE IN FEET

— — — — — - — — —

i x 500,

iiI II Z I

u,uo —IPL. PARCEL 5

p CROWLEY ISOIrIST. %0209319844

0.PRJC.I.

t I

—-I I — —

I ‘._- EW 50 PARTNERS, LTD.

- INST. #D2 11148502, R.P.R.T.C .1..o.c. TRACT 1

SAVE & EXCEPT 22.500 ACRESSAVE & EXCEPT 1.855 ACRES

89358 ACRES

\\PARCEL 3

PART24 4

IPI PARCEL 1021 I ICITY OF FORT WORTHp 4 —

RISINGER ROAD 4 4% 1INsTb,D265569l %%,4

—--

I ----—--—--—--—--—------—------

EXHIBIT “A”SEGMENT 9, PARCEL 3 INDEX

FW 50 PARTNERS, LTD

INTEGRATED PIPEUNE PROJECT

BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM. NORTH CENTRAL ZONE (4202) NORTIl AMERICAN DATUM(NA083)(2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BYPROJECT COUBtNED SCALE FACTOR 0 999580244B

Irai,stems>500 WESt SEVENTH STREETSUITE I 100FORT WORTH, TX 76102(17) 339•-e950 (TEL)(817) 336-2247 (FAX)TBPLS FAN PEG. NO. 10036300


SHEET TITLE

‘SDIH ‘\4

o.’I 1

iir \4

‘4Z— 4

4

DETA 64’ 51’ 52” (RI)R 1 .230 00’L 1,392 48’CB N 42’ 23’ 32” wLC’ 1,319,30’


o = 5/8” CIRS STAMPED TRANSYSTEMS

‘0- = POWER POLE

\\ \\\\\

FW 50 PARTNERS, LTD.INST. #0211148502, R.P.R.T.C.

TRACT 1SAVE & EXCEPT 22.500 ACRESSAVE & EXCEPT 1.865 ACRES

89.358 ACRES

I

NO BEARING DISTANCELi N 72’1O’16” E 31.56’12 S 9’57’36 E 59.18’13 S 80’26’17” W 31.51’14 N 957’36” W 43.97’

GRAPH C SCALE N FEET— 200’

IPL PARCELC ROWLEY ISO

INST. 10209319844OJ.RJ.C 1,

EXHIB IT “A” - IRF

PARCEL 3, PART 2 ‘ N

S

\S

\

LINE TABLE

PARCEL 3,3.81 1

1 66,009

PARTAC.SQ.FT.CFEEi(

2

\

CURVE TABLENO DELTA R I CB LCCl 70’29’13” 60.29’ 74.17’ S 45’1i’40” W 69.58’C2 3’47’14” 2,045.00’ 135,17’ S 82’19’53” W 135.15’

DELIA= 74’ 31’ 33” (LI)R= 1,120.00’1 1,456.81’CB= S 47’ 13’ 25” ELC= 1,356.26’

JUAN JOSE ALBIRADOSURVEY

4 ABSTRACT 4

c

oi,.o

c)

cjc: ,o

IC

4 4

tR’FfIC SIG?A

----------=-

IPL PARCEL 10210 cpry oc

tRAFFIcCITY OF FORT WORTH I— — —

RISINGER ROADINST. j0206245569. 0 P.R.T.C T

no rooi RIGHT—OF—wAY —

LEGEND 30

NOTE: KNOWN UNDERGROUND UTILITIES SHOWNARE OUALITY LEVEL B AND 0 SUE— (01—30—2013)

= SIGN NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

CvFw

,I8yemsms

VRT5

SHEET TILE

200


PART 2FW 50 PARTNERS, LTD.


BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM(NADS3)f2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY PG. 8 OF 11‘ROJECT COMBINED SCALE FACTOR 0.9998802448

I

z0

uQ0

I- C’0

0. ‘ -

V 000

‘(., Q

z00

JOHN W ASBURY SURVEYEXHIBIT “A” I N

PARCEL 3, PART 1 1

ABSTRACT52

/ H

/I I

NCoFFoRrwoH

I iisr. o213151236, RP.R.T.C.T, LEGEND /1I AGREED JUDGEMENT

TEMPORARY CONSTRUCTION EASEMENT• MARKER FOUND AS NOTED

7 or FORT WORTH0 5/8” CIRS STAMPED TRANSYSTEMSI

L— AGREED JUDGEMENT.

INST. j0213151236. R.P.R.T.C.T.PERMANENT WATER AND SEWER EASEMENT

CITY OF FORT WORTHSEWER MAP 2024—348

I-,

20 I

2’

SLR1,tY LINE

0

1/,P.0.8.N— 6,911.264.757E— 2303,496037(GRID)

PUERTA TIERRAIRRiGATION COMPANY

SURVEYABSTRACT 1831

Fw 50 PARTNERS, LTD.INST. #0211148502, R.P.R.T.C.1

TRACT 1SAVE & EXCEPT 22.500 ACRESAVE & EXCEPT 1.865 ACI

89.358 ACRES

r”)

C

z

4

iNII

DELTA 45’ 58’ 50” fRT)R= 955.00’

44 1= 76640’\ C9= S 34” 49’ 11” ELC= 746.00’

PARCEL 3,1.989

86,622

4

1PARTAC.

SQ. FT.

44

DELTA= 47’ 51’R= 845.00’L 705.69’CB= N 33’ 53’LC= 685.36’

00” fL\

4 Ia.

‘p

I,CITY OF FORT WORTH

INST. #0205243145, R.P R T C.TPERMANENT SEWER LINE EASEMENT

4

06”W/? \

4I

LINF TA8IE / /

-, JUAN JOSE ALBIRADOV SURVEY

-- ABSTRACT 4

* -

NO BAPNC-- DISTANCE

LI S 0’23’30” E 109.14’12 S 57”46’36” E 72.16’13 N 9’57’36” W 29.74’14 N 57’48’36” W 1.86’

tPL PARCEL SCROWLEY ISO

INST. 00209319644OP.R.T.C .1.

DELTA 1’ 44’ 52” fiT)R 4 107.33’L 1 5.29’CB S 50’ 57’ 2g” wLC— 125.29’

NOTE: KNOWN UNDERGROUND UTILITIES SHOWNARE QUALITY LEVEL 8 AND 0 SUE— (01—30—2013)NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS Pt.AT

.ISem>500 wEST SEVENTH STREETSUITE 1100FORT WORTH, TX 76102(817) 339—8950 (TEL)(817) 335—2267 (FAX)TBPLS FIRM REG NO 10038300

200 100 9 200

SHEET TTLE

GRAPHIC SCALE IN FEET1” 200’


PART 1FW 50 PARTNERS, LTD.


BASIS OF BEARING 15 THE TEXAS STATE PLANE COORDINATESYSTEM. NORTH CENTRAL ZONE C4202) NORTH AMERICAN DATUM I(NADB3)f2007) WITH ALL DISTANCES ADJUSTED TO SURFACE BY IIROJECt COMBINED SCA.E FACTOR 0 9996502445


Page 1 of4


Being 5.082 acres (221,377 square feet) of land situated in the Jose Chirino Survey, AbstractNumber 168, Anderson County, Texas, and more particularly in that certain 91 acre tract ofland conveyed to Kaye Burgamy Weeks, as described by deed recorded in Volume 1094,Page 587, Land Records of Anderson County, Texas, (L.R.A.C.T.), and being furtherdescribed as follows:

COMMENCING at a V2 inch iron rod found at the Northeast corner of said Weeks tract andsaid Chirino Survey, the Northwest corner of the Joseph Ferguson Survey, Abstract Number23 and a called 64 acre tract of land (Tract One) conveyed to Beverly Ann Beard and BarbaraJean Burks, as described by deed recorded in Volume 1232, Page 24$, L.R.A.C.T., and alsobeing on the South boundary line of the Walter Stevenson Survey, Abstract Number 1079;

THENCE S 02°03’l4’ E, along the East line of said Weeks tract and said Chirino Surveyand the West line of said Beard and Burks tract and said Ferguson Survey, a distance of96.30 feet to a set 1/2 inch iron rod with K.L.K. #4687 cap at the Northeast corner of tractherein described and the POINT OF BEGINNING (N: 6,719,691.432,E: 2,890,616.603, Grid);

(1) THENCE S 02°03’14” E, continuing along the East line of said Weeks tract and said ChirinoSurvey and the West line of said Beard and Burks tract and said Ferguson Survey, a distanceof 150.43 feet to a set 1/2 inch iron rod with K.L.K. #4687 cap at the Southeast corner of tractherein described;

(2) THENCE N 87°42’14’ W, a distance of 1490.10 feet to a set ‘4 inch iron rod with K.L.K.#4687 cap on the West line of said Weeks tract, the East line of a called 25 acre tractconveyed to Sarah Dabbs, as described in a deed recorded in Volume 340, Page 100,D.R.A.C.T., at the Southwest corner of tract herein described;

(3) THENCE N 0$°48’05’ F, along the West line of said Weeks tract and the East line of acalled 25 acre tract of land conveyed to Sarah Dabbs as described in a deed recorded inVolume 340, Page 100, Deed Records of Anderson County, Texas, (D.R.A.C.T.), a distanceof 150.97 feet to a set Y2 inch iron rod with K.L.K. #4687 cap at the Northwest corner of tractherein described;

(4) THENCE S 87042?14u E, a distance of 1461.59 feet to the POINT OF BEGINNING,containing 5.082 acres (221,377 square feet) of land, more or less.


Page 2 of4NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone(4202), North American Datum 1983 (NAD 83) (2007) with all distances adjusted to surfaceby project combined scale factor of 0.9999804020.


I do certify on this 12th day of October, 2012 to Commonwealth Land Title InsuranceCompany, Anderson County Abstract Company, and Tarrant Regional Water District, that asurvey was made on the ground as per the field notes shown on this survey and is true andcorrect according to the standards of the Texas Society of Professional Surveyors Standardsand Specifications for a Category 2, Condition III survey, and accurate as to the boundariesand areas of the subject property and the size, location and type of buildings andimprovements, if any, and shows the location of all visible easements and rights-of-way andthe right-of-way, easements and other matters of record as listed in Schedule B of theCommitment for Title issued by Commonwealth Land Title Insurance Company, with aneffective date of July 5, 2012, issued date of July 12, 2012, GF #201207007 affecting thesubject property and listed in Exhibit “A-i” attached hereto.

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

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

KevinRegistere&Pfesional Land SurveyorTexas Registration Number 4687

Dated: )O?c-1Z..

EXHIBIT “A”

PARCEL 812N

W. R. HOLSOMBACK ALICE STEVENSON ANDSURVEY

RUBY STEVENSON SURVEY

ABSTRACT 1000ABSTRACT 1126

IPL PARCEL 808 L.RAY LOUIS HOLSOMBACK WALTER STEVENSON SURVEY

0.P.R.A.C.T ABSTRACT 1 079 .o.c.

1/2” IRE00 jj

1/2” IRF SURVEY LINE

5/8” IREb?E ftf, 8 E 1 46g - - - — - - P06

— N 3T42’14” r1 N: 6,719,691.432— — — — — 490.10 M E: 2,890,616.603

(GRID)

/ (EDGE OF ASPHALT / , IPL PARCEL 814

PARCEL 812 ‘ BEVERLY ANN BEARDAND BARBARA JEAN BURKS

5.082 AC. VOL. i232,P 248

/ 221,377 SQ. FT. JOSEPH FERGUSON

/ SURVEY

/ KAYE BURCAMY WEEKS

ABSTRACT 23

D.RA.C.T.00

VOL. 1094 , PC. 587

L.R.A.C .1. fl

/ CALLED 91 AC.

I LINE TABLE

/

_______________________________________

4AILSPCt_FND_____,

/

__________

/! JOSE CHIRINO SURVEY

! ABSTRACT 168“. I

LEGEND


o = 1/2” IRON ROD SET WITH K.L.K. #4687 CAP 400 200 D2DD NLF

NO BEARING DISTANCE

Li S 0203’14” E 96.30’L2 S O2O3’14” E 150.43’L3 N 0848’O5” E 1 50.97’

‘0= POWER POLE I

GRAPHIC SCALE N FEET1” = 4CO’

NOTE: NO KNOWN UNDERGROUND UTLITIES— (10/22/2012) NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

PRINTED ON: SHEET TITLE10/25/2012figore 2:1256 EX HI B IT A

, SEGMENT 19—1, PARCEL 812www.kIkIIgore.com KAYE BURGAMY WEEKS

6712 PALUXY DRIVETYLER, TX 75703(9D3) 581—7800 (TEL)(9D3) 581—3756 (FAX) PROJECTPROJ NO 201012P812 INTEGRATED PIPELINE PROJECTSCAtE 1’ = 400’DATE: 10—25-2012 BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM,DRAWN BY: KLR NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM NAD83 (2007)CHECKED BY RN WITH ALL DISTANCES ADJUSTED TO SURFACE BY PROJECT COMBINED PG. 3 OF 4REVISED DATE’ SCALE FACTOR 0.9999804020.

Parcel9lSIntegrated Pipeline Project

Page 1 of?

EXHIBiT “A”Property Description

Being 9.907 acres (431,562 square feet) of land out of the John H. Millican Survey, AbstractNumber 523, Navarro County, Texas, and more particularly that certain 57.096 acre tract of landconveyed to James ?erry and wife, Glenda Perry by deed recorded in Instrument Number00007481, Official Public Records, Navarro County, Texas (O.P.R.N.C.T.), and being furtherdescribed as follows:

COMMENCING at a found 1 inch pipe for the Northwesterly corner of said Perry tract and theNortheasterly corner of that certain tract of land conveyed to Randy L. Sundquist and wife, BethL. Sundquist by deed recorded in Volume 1368, Page 358, Deed Records, Navarro County,Texas (D.R.N.C.T.), being in the Southerly line of that certain tract of land conveyed to WesleyRobinson by deed recorded in Volume 1476, Page 486, D.R.N.C.T. and being in the Northerlyline of said John H. Millican Survey and the Southerly line of the Henry S. Simonton, Sr.Survey, Abstract Number 743, Navarro County, Texas;

THENCE N 59°36’58” E, along the Northerly line of said Perry tract and said John H. MillicanSurvey and the Southerly line of said Robinson tract and said Henry S. Simonton, Sr. Survey, adistance of 167.26 feet to a set 58 inch iron rod with TranSystems cap for the Northwesterlycorner and POINT OF BEGINNING of the tract herein described (N:6,751,334.158,E:2,657,558.61 $ Grid);

(1) THENCE N 5916’58” E, continuing along the Northerly line of said Perry tract and said JohnH. Millican Survey and the Southerly line of said Robinson tract and said Henry S. Simonton, Sr.Survey, a distance of 160.12 feet to a set 5t8 inch iron rod with TranSystems cap for theNortheasterly corner of the tract herein described;

(2) THENCE $ 0954l71 E, departing the Northerly line of said Perry tract and said John H.Millican Survey and the Southerly line of said Robinson tract and said Henry S. Simonton, Sr.Survey, and along the Easterly line of the tract herein described, a distance of 495.92 feet to a set5/8 inch iron rod with TranSystems cap for an angle point;

(3) THENCE S 305l’39” E, continuing along the Easterly line of the tract herein described, adistance of 2,380.28 feet to a set 518 inch iron rod with TranSystems cap for the point ofintersection with the Southerly tine of said Perry tract and the Northerly line of that certain tractof land conveyed to D. L. Orr and wIfe, Virginia Lee Orr a/k/aJ Virgie Lee Orr by deedsrecorded in Volume 805, Page 584, D.R.N.C.T. and in Volume $70, Page 711, D.R.N,C.T, andbeing in County Road NE 2200, variable width right-of-way (No Deed of Record found), beingthe Southeasterly corner of the tract herein described;

(4) THENCE S 58l5’43” W, along the Southerly line of said Perry tract and the Northerly line ofsaid Orr tract and along said County Road NE 2200 and the Southerly tine of the tract hereindescribed, a distance of 150.02 feet to a set 5.8 inch iron rod with TranSystems cap for theSouthwesterly corner of said Perry tract and the Southeasterly corner of said Sundquist tract andthe Southwesterly corner of the tract herein described;


Page2of7

(5) THENCE N 305] ‘39” W, departing the Southerly line of said Perry tract and the Northerly lineof said Orr tract and said County Road NE 2200, and along the Westerly tine of said Perry tractand the Easterly line of said SundquIst tract and the Westerly line of the tract herein described, ata distance of 10.14 feet passing a found 1 inch Iron pipe, continuing a total distance of 2,410.32feet to a set 58 inch iron rod with TranSystems cap for an angle point;

(6) THENCE N 09D54l7 W, departing the Westerly tine of said Perry tract and the Easterly tineof said Sundquist tract and continuing along the Westerly tine of the tract herein described, adistance of467.64 feet to the POINT OF BEGINNING, containing 9.907 acres (431,562 squarefeet) of land, more or less.

Parcel9l5Integrated Pipeline Project

Page 3 of?

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

NOTE: Ptat to accompany this legal description.

I do certify on this 3rd day of March, 2015, to Corsicana Title & Abstract Company, LLC,Fidelity National Title Insurance Company and Tarrant Regional Water District, that a surveywas made on the ground as per the field notes shown on thIs survey and is true and correctaccording to the standards of the Texas Society of Professional Surveyors Standards andSpecifications for a Category 2, Condition IV Survey, and accurate as to the boundaries andareas of the subject property and the size, location and type of buildings and improvements, ifany, and shows the location of all visible easements and rights-of-way and the rights-of-way,easements and other matters of record as listed in Schedule B of the Commitment for Title issuedby fidelity National Title Insurance Company, with an effective date of January 6, 2015, issueddate of January 13, 2015, Gf #CT14-4104-N affecting the subject property and listed in Exhibit“A-I” attached hereto.

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

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:

_______ _______

NOTES:KNOWN UNDERGROUND UTILITIES SHOWN AREQUALITi’ LEVEL B & 0 SUE — (01—04—2013)fU.0.N.) INDICATES UNLESS OTHERWISE NOTED


—TERRY PERRY AND wwE,\

\ PATTI PERRY59 AC VOL 1258, PG. 373

‘ D.R.N.C.T.

2.45 AC. \

IPL, PARCEL 901D. C. ORR AND WiFE.

ViRGINIA LEE ORR a/k/a VIRGIE LEE ORRVOL 805, PG. 564. D.R.N.C.T.VOL. 570, PG. 711. O.R.N.C.T.

-

HENRY S. SIMONTON, SR.SURVEY

ABSTRACT 743P.0.9.

N. 6,751.334158£ • 2,657.f58.5I8’(GRID) p

IPL PARCEL 905WESLEY RQ6INSON

VOL 1476, PG. 456D.R.N.C.T. ‘

/

EXHIBT “A”PARCEL 915

\

N

\\ Li

400 200 0

\400

GRAPHIC SCAI.E IN FEETI” • 400’

N—PARCEL 915

9.907 AC.

RANDY L. SUNOQUIST AND WIFE,BETH L 5UNOOUIST

VOL. 1368, PG. 358D.R.N.C.T.

\•-

II

//

/I

IS

JAMES PERRY AND WIFE,\GLENDA PERRY

INST. #00007481O.P.R.N.C.T.

CALLED 57.096 ACRES

DETAILNT.S.

\

JOHN H. MILLICAN SURVEYABSTRACT 523

\

\B4R

CHATRESUPPLY

VOL

H0US

WATER

\

I

TRlC

\

94

O = SET 5/8” IRON ROD WITH CAPSTAMPED “TRANSYSTEMS” fU.0.N.)

-0’ — POWER POLE NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

“‘—2—CENTURY UNK (OL B)

S58’ 1 5’43W150.02’

Tran500 WEST SEVENTH STREETSUITE 1100FORT WORTH. TX 76102(87) 339-8950 ITEL)(817) 336-2247 IrA)o

REG. NO. 100383-00

SHEET TITLE

EXHI BIT “A”SEGMENT 76, PARCEL 915JAMES PERRY AND WIFE,

GLENDA PERRY


BASIS OF BEARING IS THE TEXAS STATE PLANE COOROINATESYSTEU. NORTH CENTRAl. ZOIE (4202) NORTH AMERICAN DATUU

WiTH AU. DISTANCES ADJUSTED TO SuRFACE BYlED SGMl FACTOR 0.9999460030

PG. 4 OF 7


Page 1 of 10

EXHIBIT “A”Property DescrIption

Being 2.423 acres (105,525 square feet) of land situated in the Henry S. Simonton Sr. $urvey,Abstract Number 743, Navarro County, Texas and more particularly that certain 47.885 acretract of land, conveyed to James E. Perry and wife, Glenda H. Perry by deed recorded in Volume753, Page 509, Deed Records, Navarro County, Texas (D.R.N.C.T.), and being further describedas follows:

COMMENCING at the most Westerly corner of said Perry tract and the most Northerly cornerof that certain tract of land conveyed to Norman G, Smith by deed recorded in Volume 1012,2, D.R.N.CJ., being in the existing Southeasterly right-of-way line of FM 636, Volume459, Page 85, D.R.N.CJ. and Volume 545, Page 305, D.R.N.C.T. (90 foot wide right-of-way),from which a found 1 inch iron pipe bears N 58° l0’29” E, 1.97 feet;

THENCE N 58°09’42” E, along the Northwesterly tine of said Perry tract and the existingSoutheasterly right-of-way line of said FM 636, a distance of 137.30 feet to a set 5/8 inch ironrod with TranSystems cap for the most Westerly corner and POINT OF BEGINNING of thetract herein described (N: 6,755,915.957, E: 2,655,034.604 Grid);

(1) THENCE N 5$09’42” E, continuing along the Northwesterly line of said Perry tract and theexisting Southeasterly right-of.way tine of said FM 636 and along the Northwesterly line of thetract herein described, a distance of 150.00 feet to a set 5/8 inch iron rod with TranSystems capfor the most Northerly corner of the tract herein described and being in the Northeasterly line ofsaid Henry S. Simonton, Sr. Survey and the Southwesterly line of the Thomas J. Jourdan Survey,Abstract Number 425;

(2) THENCE S 31 o47 12” E, departing the Northwesterly line of said Perry tract and the existingSoutheasterly right-of-way line of said FM 636 and along the Northeasterly line of the tractherein described and along the Northeasterly line of said Henry S. Simonton, Sr. Survey and theSouthwesterly line of said l’homas 3. Jourdan Survey, a distance of 704.25 feet to a set 51$ inchiron rod with TranSystems cap for the most Easterly corner of the tract herein described in theSoutheasterly line of said Perry tract and the Northwesterly lIne of that certain tract of landconveyed to Wesley Robinson by deed recorded in Volume 1476, Page 486, D.R.N.C.T.;

(3) THENCE S 5$044 5” W, departing the Northeasterly line of said Henry S. Simonton, Sr.Survey and the Southwesterly line of said Thomas J. Jourdan Survey and along the Southeasterlyline of the tract herein described and the Southeasterly line of said Perry tract and theNorthwesterly line of said Robinson tract, a distance of 150.01 feet to a set 5/8 inch iron rod withTranSystems cap for the most Southerly corner of the tract herein described;

(4) THENCE N 31 o47 12” W, departing the Southeasterly line of said Perry tract and theNorthwesterly line of said Robinson tract and along the Southwesterly tine of the tract hereindescribed, a distance of 702.74 feet to the POINT OF BEGINNING, containing 2.423 acres(105,525 square feet) of land, more or less.


Page2oflO

NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), NorthAmerican Datum 1983 (NAD $3)(2007) with all distances adjusted to surface by project combined scalefactor of 0.9999460030.

NOTE: Hat to accompany this legal description.

I do certify on this 15th day of April, 2014, to Corrsicana Title & Abstract Company, LLC, ChicagoTitle Insurance Company, and Tarrant Regional Water District, that a survey was made on the ground asper the field notes shown on this survey and is true and correct according to the standards of the TexasSociety of Professional Surveyors Standards and Specifications for a Category 2, Condition IV Survey,and accurate as to the boundaries and areas of the subject property and the size, location and type ofbuildings 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 Chicago Title insurance Company, with an effective date of May 5, 2013, issued dateof May 23, 2013, Of # CTI3-5033-i 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 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.


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

Dated:

LEGEND

o SET 5/8” IRON ROD WiTH CAPSTAMPED “TRANSYSTEMS” (U.0.N.)

.j. = POWER POLE

= SIGN

200 100 0

GRAPHIC SCALE IN FEET7° - 200’

EXHIBIT HAt)SEGMENT 16, PARCEL 916

JAMES E. PERRY AND WIFE,GLENDA H. PERRY

iNTEGRATED PIPELINE PROJECT

200

BASIS OF BEARING IS THE TEXAS STATE PtANE COORDINATESYSTEM. NORTH CENTRAL ZONE C4202) NORTH AMERICAN DATUM PG 3 “F I(NADB3)(2007) WITH ALL OSTANCES ADJUSTED TO SURFACE BY

EXHIBIT HA)tPARCEL 916

IPI PARCEL 918GARY A. WALOOW

VOL. 1755, PG. 178O.R.N.C.T,

THOMAS J. JOURDANSURVEY

ABSTRACT 425

L PARCEL 91?PAUL BROOKS AND WiFE. IRENE BROOKS

VOL. 1461. PG. 6350.P.N.C.T.

GEORGE YOUNGSURVEY

ABSTRACT 884

NOTES:KNOWN UNDERGROUND UTILITY LOCATIONS SHOWN AREQUALITY LEVEL B AND LEVEL 0 SUE — 01—03—2013(U.O.N.) INDICATES UNLESS OTHERWISE NOTED

JAMES C. PERRY AND WIFE,GLENDA H. PERRY

VOL. 753, PG. 509D.R.N.C.T.

CALLED 4 7.885 ACRES

NORMAN C. SMITHVOL. I0t2. PG. 552

D.R.N.C.T.

PARCEL2.423

05,5251

916AC.

SQ. FT.

HENRY S. SIMONTON SR.SURVEY

ABSTRACT 743

Ift PARCEL 905WESLEY ROBINSON

VOL. 1476. PG. 486D.R.N.C.T,S

S


NS

S

Iran

NOTE: LEGAL DESCRIPTION TO ACCOMPANY THiS PLAT.

500 WEST SEVENTH STREETSUITE 1100FORT WORTH, tX 7610218171 339-8950 (TELl(8171 336-2247 (FAX)TBPLS FIRM REG. NO. 100363-00

SHEET TITLE

Parcel 597AEintegrated Pipeline Project

Page 1 of7


Being 3.713 acres (161,758 square feet) of land situated in the Henry H. Horn Survey, AbstractNumber 331, Navarro County, Texas, and more particularly that certain tract of land conveyed toRoy Kamp by Last Will and Testament of Kenneth R. Scarbrough recorded in DocumentNumber P17898, Probate Records, Navarro County, Texas (P.R.N.C.T), and being furtherdescribed as follows:

COMMENCING at the Northeasterly corner of that certain tract of land conveyed to DewightArmor by deed recorded in Instrument Number 00002723, Official Public Records, NavarroCounty, Texas (O.P.R.N.C.T.), being in the Southeasterly line of said Kamp tract, from which afound “T” post bears N 57°50’20” E, 0.84 foot;

THENCE S 59°35’54” W, along the Southeasterly line of said Kamp tract and theNorthwesterly line of said Armor tract, a distance of 2,095.88 feet to an angle point in theSoutheasterly line of said Kamp tract and the Northwesterly line of said Armor tract;

THENCE N 30°24’06” W, continuing along the Southeasterly line of said Kamp tract and theNorthwesterly line of said Armor tract, a distance of 169.86 feet, to a set 5/8 inch iron rod withTranSystems cap for the Southwesterly corner and POINT Of BEGINNING of the tract hereindescribed (N: 6,757,074.978, E: 2,684,732.927 Grid);

(I) THENCE N 30°24’06” W, continuing along the Southeasterly line of said Kamp tract and theNorthwesterly line of said Armor tract and the Westerly line of the tract herein described, adistance of 55.50 feet to a set 5/8 inch iron rod with TranSystems cap for the Northwesterlycorner of the tract herein described;

(2) THENCE N 33°52’57” E, departing the Southeasterly line of said Kamp tract and theNorthwesterly line of said Armor tract and along the Northwesterly line of the tract hereindescribed, a distance of 0.19 foot to a set 5/8 inch iron rod with TranSystems cap for thebeginning of a tangent curve to the right;

(3) THENCE Northeasterly, continuing along the Northwesterly line of the tract herein described, adistance of 211.83 feet along the arc of said curve to the right, having a radius of 525.00 feet, acentral angle of 23°07’04”, and a chord bearing and distance of N 45°26’29” E, 210.39 feet, to aset 5/8 inch iron rod with TranSystems cap for the point of tangency;

(4) THENCE N 57°00’Ol” E, continuing along the Northwesterly line of the tract herein described,a distance of 1,236.52 feet to a set 5/8 inch iron rod with TranSystems cap for the beginning of atangent curve to the right;

(5) THENCE Northeasterly, continuing along the Northwesterly line of the tract herein described, adistance of 366.90 feet along the arc of said curve to the right, having a radius of 585.00 feet, acentral angle of 35°56’05”, and a chord bearing and distance of N 74°58’03” E, 360.92 feet, to aset 5/8 inch iron rod with TranSystems cap for the point of tangency;

Parcel 597AEIntegrated Pipeline Project

Page 2 of?

(6) THENCE S $7°03 ‘54” E, continuing along the Northwesterly line of the tract herein described,a distance of 269.04 feet to a set 5/8 inch iron rod with TranSysterns cap for the beginnIng of atangent curve to the left;

(7) THENCE Northeasterly, continuing along the Northwesterly line of the tract herein described, adistance of 185.12 feet along the arc of said curve to the left, having a radius of 285.00 feet, acentral angle of 37°12’55”, and a chord bearing and distance of N 74°19’39” E, 181.8$ feet, to aset 5/8 inch iron rod with TranSystems cap for a point of reverse curvature;

(8) THENCE Northeasterly, continuing along the Northwesterly line of the tract herein described, adistance of 473.57 feet along the arc of said reverse curve, having a radius of 3,421.00 feet, acentral angle of 07°55’53”, and a chord bearing and distance of N 59°41 ‘08” E, 473.19 feet, to aset 5/8 inch iron rod with TranSystems cap for a point of reverse curvature;

(9) THENCE Northeasterly, continuing along the Northwesterly line of the tract herein described, adistance of 32.9? feet along the arc of said reverse curve, having a radius of 35.00 feet, a centralangle of 53°58’16”, and a chord bearing and distance of N 36°39’55” B, 31.76 feet, to a set 5/8inch iron rod with TranSystems cap for the point of tangency;

(10) THENCE N 09°40’48” E, continuing along the Northwesterly line of the tract herein described,a distance of 439.47 feet to a set 5/8 inch iron rod with TranSystems cap for the point ofintersection with the Southerly line of Parcel 59?, being the Northwesterly corner of the tractherein described;

(11) THENCE S 73°24’49” B, along the Northerly line of the tract herein described and along theSoutherly line of said Parcel 597, a distance of 50.37 feet to a set 5/8 inch iron rod withTranSystems cap for the Northeasterly corner the tract herein described;

(12) THENCE S 09°40’48” W, departing Southerly line of said Parcel 597 and along theSoutheasterly line of the tract herein described, a distance of 433.41 feet to a set 5,18 inch iron rodwith TranSystems cap for the beginning of a tangent curve to the right;

(13) THENCE Southwesterly, continuing along the Southeasterly line of the tract herein described, adistance of 80.07 feet along the arc of said curve to the right, having a radius of $5.00 feet, acentral angle of 53°58’16”, and a chord bearing and distance of S 36°39’55” W, 77.14 feet, to aset 5/8 inch iron rod with TranSystems cap for a point of reverse curvature;

(14) THENCE Southwesterly, continuing along the Southeasterly line of the tract herein described, adistance of 466.65 feet along the arc of said reverse curve, having a radius of 3,371.00 feet, acentral angle of 07°55’53”, and a chord bearing and distance of S 59°41 ‘08” W, 466.27 feet, to aset 5/8 inch iron rod with TranSystems cap for a point of reverse curvature;

(15) THENCE Southwesterly, continuing along the Southeasterly line of the tract herein described, adistance of 217.59 feet along the arc of said reverse curve, having a radius of 335.00 feet, acentral angle of 37°l2’55”, and a chord bearing and distance of S 74°19’39” W, 213.79 feet, to aset 5/8 inch iron rod with TranSystems cap for the point of tangency;

Parcel 597AEintegrated Pipeline Project

Page 3 of 7

(16) THENCE N 87°03’54” W, continuing along the Southeasterly line of the tract herein described,a distance of 269.04 feet to a set 5/8 inch iron rod with TranSystems cap for the beginning of atangent curve to the left;

(17) THENCE Southwesterly, continuing along the Southeasterly line of the tract herein described, adistance of 335.54 feet along the arc of said curve to the left, having a radius of 535.00 feet, acentral angle of 35°56’05”, and a chord bearing and distance of S 74°58’03” W, 330.07 feet, to aset 5/8 inch iron rod with TranSystems cap for the point of tangency;

(18) THENCE S 57°00’Ol” W, continuing along the Southeasterly line of the tract herein described,a distance of 1,236.52 feet to a set 5/8 inch iron rod with TranSystems cap for the beginning of atangent curve to the left;

(19) THENCE Southwesterly, continuing along the Southeasterly line of the tract herein described, adistance of 191.65 feet along the arc of said curve to the left, having a radius of 475.00 feet, acentral angle of 23°07’04”, and a chord bearing and distance of S 45°26’29” W, 190.36 feet, to aset 5/8 inch iron rod with TranSystems cap for the point of tangency;

(20) THENCE S 33°52’57” W, continuing along the Southeasterly line of the tract herein described,a distance of 24.27 feet to the POINT OF BEGINNING, containing 3.713 acres (161,758square feet) of land, more or less.

Parcel 597AEIntegrated Pipeline Project

Page 4 of 7

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 13th day of June, 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 August 15, 2014, issued date of September 2, 2014, Gf # CT13-3l76-Oaffecting the subject property and listed in Exhibit “Al” attached hereto.

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

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

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

Dated:

D = 23’07’04”R = 525.00’L=21 1.83’CB=N45’26’29”ELC=210.39’

DETAIL A

Ljc/

-

JI- P.O.B.V1-N — 6,757.074.978 “

— 2,684.732.927 .

(GRID)

NOTES:fu.O.N.) INDICATES UNLESS OTHERWISE NOTED

PARCEL 943ANNA E. TYUS, DECEASED,HER HEIRS AND ASSIGNS

VOL. 924, PC. 821D.R.N.C.T.

‘7,-

1’..

\

EXHIBIT “A”

PARCEL 597AE

,-- HENRY H, HORN SURVEY-- ABSTRACT 331

PARCELROY KAMP 3.713

DOC. #P17898 161,758P.R.N,C,T.

CALLED 30.69 ACRESCALLED 48.83 ACRESCALLED 38,04 ACRES

S

JD=23’07’04”I’ R=525.OO’

L=211.83’C8=N45’26’29”E\L2 LC=210.39’

1I

D=35’ 5 6’05”R=585.OO’L=366.90’CB= N7456’03”ELC=360.92’ •..‘

D = 35’ 56’05”R=535.OO’L=335.54’CB=S7458’03”WLC=330.07’

(0

I—LiJwICl,

LULU(F)

LUz-J

(.)I

\L1,

S — ___

—

DETAIL A

597AE —

AC.SQ. FT.

S

5— 5•_—5---

S

T—POSTSEARS N5T5O’2Q(.O84’,QC

S

—5--

V.—‘V

7S

4)

— PARCEL 1147DEWIGHT ARMOR

— — INST.j 00002723O.P.R.N.C.T.

S

D=23’O7’O4”R=475.0O’L=191.65’CB=S45’2 6’29 “WLC=190,36’

-

- __,,,,_N(

‘2” IPF

N

1]200 100 0 200


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

LINE TABLENO BEARING DISTANCELi N 3O’24’O6 W 55.50’L2 N 33’52’57” E 0.19’L3 S 3352’57” W 24.27’

NOTE: LEGAL DESCRPTlON TO ACCOMPANY THIS PLAT.


1” 200’

PRINTED ON SHEET TITLE

. iSystem)EXHIBIT “A”

SEGMENT 17, PARCEL 597AE500 WEST SEVENTH STREETSUITE 1(00 ROY KAMP(8171 339-6950 (TEL)FORT WORTH, TX 76102

PROJECTINT

(81?) 336-2247 (FAX)

EGRATED PIPELINE PROJECTJ_p292ie33eTBPLS FRM PEG. NO. (00383-00

SURY0 STEM NOH CENTRAL ZONE (4202) NORTH AMERAN TUU

SCALE: P 2S’DATE: e6-96-2616 BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATEDRAWN BY: 5(40

tNAO83(2OO7 wIII ALL DISTANCES AUED TO SURFACE jI P 5 OF 7 1CHECKED BY: RRI)ROJECT COMbINED SCALE FACTOR 0.9999450030REVISED DATE:

ROY KAMPDOC. #P17898

P.R.N.C.T.CALLED 30.69 ACRESCALLED 48.83 ACRESCALLED 38.04 ACRES

D=0755’53”R=3,42 1.00’

“-.. L=473.57’

\ LC=473.19’ ,.

D=35’56’05” D=37’ I 2’55”

CB=N59’41 ‘08”E

I‘

R=585.00’ R=285.OO’.

0’

L=366.90’ L= 185.12’

CB=N7419’39”Ej, “CB=N74’58’03”E S8703’54”E LC=181.88’LC=360.92’

______

269.04’— —

— as — -

- D=37’12’55”— * — — N55’2 1 ‘26’E 0.

— N8703’54”W R=335.00’D=35’56’05” 269.04’ - - L=2 17.59’R=535.O0’ CB=S74’ 1 9’59”WL=335.54’Ca=S74’58’03”W DETAIL B \ LC=2 13.79’

LC=330.07’ •‘ .-

NOTES:(U.0.N.) INDICATES UNLESS OTHERWISE NOTED

LEGEND• = MARKER FOUND AS NOTED 200 100 0 200

GRAPHIC SCALE IN FEET1’ 200’

EXHIBIT “A”SEGMENT 17, PARCEL 597AE

ROY RAMP


BASIS OF BEARING IS THE TEXAS STATE PLANE COOROINATESYSTEM NORTH CENTRAL ZONE f4202) NORTH AMERICAN DATUMtNAD83if20O7 WITH ALL DISTANCES ADJUSTED TO SURFACE BY ii ..,. 6 OF 7ROJECt COMbINED SCALE FACTOR 0.9999460030 II

EXHIBIT “A”PARCEL 597AE

HENRY H. HORN SURVEYABSTRACT 331

DETAIL B

PA

97%%% S.’3.24,

!Iio.

I’l-’

ehIisI iz:i :g

D=5Y58’.‘ z I v DIRT PATH

16 /iCB=N3639’55”ELC=31.76’ _\ ,

S.,, D=53’58’16”R=85.0O’L=80.D7’CB=S36’39’55”W

0= 0755’ 53”R=3,371 .00’L=466.65’C6=S5941 ‘08”WLC=4 66.27’

PARCEL 597AE3.713 AC.

161,758 SQ. FT.

In

I—wwU)

wwU)

wz-J

0\

PARCEL 1147DEWIGHT ARMOR

INST. 000027230.P.R.NC.T.

- 2”IPFN

o = SET 5/8” IRON ROD WITH CAPSTAMPED “TRANSYSTEMS” (u.0.N.)

NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PL4T.

500 WEST SEVENTH STREETSUITE 1100FORT WORTH, TX 76102(817) 3398950 (TEL)(817) 336-2247 (FAX)TBPLS flRM REG. NO. 100383-00

SHEET TITLE

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 Stevens seconded the motion and the vote in favor was

unanimous.

17.

With the recommendation of management and General Counsel, Director Lane

moved to approve the proposed settlement of claims in the McElvain condemnation for

the amount of $60,000. Funding for this settlement is included in the Bond Fund. Director

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

18.

With the recommendation of management, Director Leonard moved to grant

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

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

the negotiated purchase price of $35,000. Funding for this acquisition is included in the

Bond Fund.

A permanent easement interest across a 3.445-acre tract of landlocated in the John Swesey Survey, Abstract No. 499, KaufmanCounty, Texas, said 3.445-acre tract of land being a portion of a called69.449-acre tract of land conveyed to RANDY POULTER, by deed asrecorded in Volume 4410, Page 495, Deed Records, Kaufman County,Texas, and being further described in and in the survey plat attachedhereto.

Parcel 19Cedar Creek

Finished Water PipelinePage 1 of4


BEING a 3.445 acre (150,064 square feet) tract of land located in the John Swesey Survey, Abstract No.499, Kaufman County, Texas, said 3.445 acre tract of land also being a portion of a called 69.449 acretract of land conveyed to RANDY POULTER, by deed as recorded in Volume 4410, Page 495, DeedRecords, Kaufman County, Texas (D.R.K.C.T.), and being more particularly described by metes andbounds as follows:

COMMENING at a 1/2-inch iron rod found at the most southerly southwest property corner of the said69449 acre tract, from which a 1/2 inch iron rod found at a south property corner of the said 69.449 acretract bears North 85°50’ 10” East, a distance of 241.62 feet:

THENCE North 07° 10’26” East, along the west property line of the said 69.449 acre tract, at a distanceof 979.64 feet passing a 1/2 inch iron rod found at the southeast property corner of a called 10.0 acre tractof land conveyed to Geneva Strayhorn and Sam Strayhorn, by deed as recorded in Volume 4607, Page303, D.R.K.C.T., and continuing along the said west property line and along the east property line of thesaid 10.0 acre tract, in all a total distance of 1,086.24 feet to a 1/2 inch iron rod with a cap stamped“SPOONER & ASSOCIATES” set (herein after referred to as an iron rod set) at the POINTT OFBEGINNING of the herein described tract of land (said beginning point having a grid coordinate ofN:6,82 1,593.731 E:2,644,262.794):

THENCE North 07°10’26” East, along the said property lines, a distance of 100.07 feet to an iron rod setat a westerly property corner of the said 69 .449 acre tract;

THENCE North 07°40’31” East, continuing along the said property lines, a distance of 0.62 feet to aniron rod set at the northeast property corner of the said 10.0 acre tract;

THENCE North 89°02’ iS” East, over and across the said 69.449 acre tract, a distance of 1,494.43 feet toan iron rod set on an east property line of the said 69.449 acre tract, same being a west property line of atract of land conveyed to Gary D. Wright, by deed as recorded in Volume 4720, Page 318, D.R.K.C.T.;

THENCE South 00’04’46” West, along the said property lines, a distance of 100.02 feet to an iron rodset from which the most southerly southeast property corner of the said 69.449 acre tract, same being themost southerly southwest property corner of the said Wright tract, bears South 00°04’46” West, adistance of 1,031.85 feet;

THENCE South 89°02’lS” West, over and across the said 69.449 acre tract, a distance of 1,493.71 feetto an iron rod set;

THENCE North 89°33’lO” West, a distance of 13.16 feet to the POINT OF BEGINNING, andcontaining 3.445 acres (150,064 square feet) of land, more or less.


Finished Water PipelinePage 2 of 4

NOTE: Basis of Bearings is the Texas State Plane Coordinate System. North Central Zone (4202) NorthAmerican Datum (NADS3 )(2007) with alt distances scaled from N:6,2$t),4 12.879 E:2.638.4 17.2 18 hy a prqjcctcombined scale factor of t).99993245856.


I do certify on this 25th day of May, 2() 16. to First American Title Insurance Company, and TarrantRegional Water District, that a survey was made on the trouncl as P 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 ol 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 lbr Title issued by First AmericanTitle Insurance Company, having an effective date of May I 2013, issued May 7. 2t) 13. Gf # 1804500—KT5O. affecting the subject property.

Except as shown on the sttrvey: t i ) there ate no visible encroachments upon the subject property byvisible improvements on adjacent pi-operty, (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 IV Stirs cv.

Surteyors Name. ic S. SpoonerRegistered Professional Land Surveyor. Texas No.5922Spooner and Associates. Inc.Texas Board of Professional Land Surveying >o. I flt)549t)0Surveyed on the ground in 2f) 13

A

OF/‘ -

A c STc+ k*

“i’‘( ERIC S. SPOOI\ER >

‘I

5922 -.‘ ‘1’

i ‘e;s°’o f-‘

‘ SUR’Fy F’

OWNER:MICHAEL A. McDOUGALD

VOL. 696, PG. 708,D.RJC C. T

t SP00NER&4A9TSPOONER AND ASSOCIATES, INC.309 BYERS STREET, SUITE 100EULESS, TEXAS 76039TEL 817.6854448espooner@spoonersurveyorscomTBPLS Firm NC. 10054900

PROJ NO: 00-086.3SCALE:? = 300

EXHIBIT “AN:6,821,593.731E2,644,262 794(GRID)

LINE TABLE

NO. DIRECTION 01ST.

LI N07° 1 O’26”E

L2

100.07’

N07’40’31 “E 0.62’

L3 S00°04’46’W 100 02’

L4 N89°33’lO”W 13,16’

—L---

PROPERTYLINE

-

C’)-J

O =1/2 IRON ROD SET WITHCAP STAMPEDEXHIBIT “A” —

“SPOONER&ASSOCIATES” SET UNLESS PARCEL 19

1

___ _________ _____

0 150’ 300’

____ ___________ _______

I GRAPHIC SCALE IN FEET1”=300’

I:7I’l ‘,8E’

_________

Cu “—“

— — — —

PROPERTY—’

LINE

N8902’15”E — 1494.43’a — — aa — — a— — — — — — — — — — — —

,—L4

PARCEL 19 /EXHIBIT “A” /3.445 ACRES](150,064 S.F.)

CALLED: 69.449 ACRESRANDY POUL TER

VOL. 4410, PG. 495,D.R,KC. T.

APPROX LOCATIONOF COUNTY AND

2’fRF__— . — SURVEYUNE —, — -

NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT

1

GARYD. WRIGHTVOL. 4720, PG. 318,

D.R.KC.T

—EXHIBIT ‘A”I/2 IRF

241,62’

LiNE

SHEET TITLE EXHIBIT

PARCEL 19RANDY POULTER

DATE: 05/07/2013DRAWN BY: C.R.R.CHECKED BY: E.S.S.REVISED DATE: 5.25-16

PROJECT CEDAR CREEKFINISHED WATER PIPELINE

BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM, NORTH CENTRAL ZONE (4202) NORTh AMERICAN DATUM(NADB3))2007) WITH ALL DISTANCES SCALED FROM N:6,820,412879, E:

- 2.638,417,218 BY A PROJECT COMBINED SCALE FACTOR OF 0.99993245856.


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

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

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

unanimous.

19.

With the recommendation of management, Director Leonard moved to grant

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

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

the negotiated purchase price of $15,000. Funding for this acquisition is included in the

Bond Fund.

A permanent easement interest across a 3.6646-acre tract of landlocated in the Sidney Brown Survey, Abstract No. 26, KaufmanCounty, Texas, said 3.6646-acre tract of land being a portion of a called62.109-acre tract of land conveyed to MICHAEL RAY SAMS andDEBRA ANN SAMS, by deed as recorded in Volume 1100, Page 578,Deed Records, Kaufman County, Texas, and being further describedin the survey plat attached hereto.


Finished Waler PipelinePage 1 ofs


BEING a 3.6646 acre (159,632 square feet) tract of land located in the Sidney Brown Survey, AbstractNo. 26, Kaufman County, Texas, said 3.6646 acre tract of land also being a portion of a called 62.109acre tract of land conveyed to MICHAEL RAY SAMS and DEBRA ANN SAMS, by deed as recordedin Volume 1100, page 578, Deed Records, Kaufman County, Texas (D.R.K.C.T.), and being moreparticularly described by metes and bounds as follows:

COMMENCING at a 2 inch iron pipe found at the northwest property corner of a called 86 acre tract ofland conveyed to Bobby Joe Williams and Gwendolyn Williams, by deed as recorded in Volume 645,Page 203, Deed Records, Henderson County, Texas (D.R.H.C.T.), same being an interior property cornerof a called 3 6.709 acre tract of land conveyed to John B. Patterson and Jennifer M. Patterson, by deed asrecorded in Volume 2736, Page 713, D.R.H.C.T.;

THENCE North 88°46’41” East, along a north property line of the said 86 acre tract and along a southproperty line of the said 36.709 acre tract, a distance of 363.81 feet to a north property corner of the said86 acre tract, same being a southeast property corner of the said 36,709 acre tract, and being thesouthwest property corner of a called 9.948 acre tract of land conveyed to Bobby Joe Williams andGwendolyn Williams, by deed as recorded in Volume 1061, Page 658, D.R.K.C.T.;

THENCE North 88° lJ’14” East, along a north property line of the said 86 acre tract and along the southproperty line of the said 9.948 acre tract, at a distance of 276.12 feet passing the northeast property cornerof the said 86 acre tract, same being the northwest property corner of a called 100 acre tract of landconveyed to James R. Patterson and Charlotte L. Patterson, Trustees of the Patterson Trust, by deed asrecorded in Volume 2919, Page 581, D.R.H.C.T., and continuing along the said south property line andthe north property line of the said 100 acre tract, in all a total distance of 537.91 feet to a 1/2 inch iron rodwith a cap stamped “RPLS 6244” found at the southeast property corner of the said 9.948 acre tract, samebeing the southwest property corner of the aforesaid 62.109 acre tract;

THENCE North 88°26’ 10” East, along the south property line of the said 62.109 acre tract and along anorth property line of the said 100 acre tract, a distance of 455.03 feet to the POINT OF BEGINNINGof the herein described tract of land (said beginning point having a grid coordinate of N:6,820,465.l 17E:2,640,878.936);

THENCE North 44°30’22” East, over and across the said 62.109 acre tract, a distance of 1,484.36 feet;

THENCE North 8995’22” East, a distance of 204.23 feet to the east property line of the said 62. 109acre tract, same being the west right-of-way line of County Road No. 4049 (being a variable width right-of-way at this point);

Parcel I 7Cedar (‘reek

Finished Water PipelinePae 2 of 5

‘Ii I EN(’E South 01 3934” East. altrn the said rmlcrty line and alon the \aid riht—of—wav line, a distance ofI Of).f) 1 feet:

1HENCE South 89 I 5’22” \Vest. over and across the said 62. I 09 acre tract, a distance of 164.66 feet:

IIIEXCE South 4430’22” West. a distance of 1 39t) Icet to the south PmP’tY line of the said 62. I 09 acretracL. satne being the north property line of the akwesaid I 00 acre tract:

‘I’IIEN(’E South 8% 26’ 10” West. alone the said property lines, a distance ot 144.14 feet to the POINT OFBEGINNING. and containing 3.6646 acre (159,632 square feet) ut land. more cw less,

NOTE: Basis of Bearits is the Texas State Plane (‘uut’dinate System. North Central Zone (42f)2 ) NorthAmerican Datum (NAD3 )(2f)07) with all distances scaled from N:6,2%0,4 I 2.%79 E:2.63%,4 17.21 by a projectcombined scale lidor of 0.99993245856.

NOTE: Plat tO accompany tins lea1 description

I do ceru Iv on this I )[h day of Match. 20 16. to Kaufman County Tit Ic and Abstract Company. li rstAmerican Title tnsurance Company, and larrant 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 Proissional Surveyors Standards and Spcci fications for a Category 2. Condition IVSurvey, anti accurate as to the ho1lndaries and areas of the subject property and the size. location and typeot buildings and improvements. ii’ any. and shows the location of all visible easements and rihts—ol’—wayand the rihts—ef—way. easements and other matters of record as listed in Schedule B of the Commitmentbr litle issued by First American Title Insurance Company. having an effective date of April 22. 2013.is’ued April 27, 2013 and havini a GF number of 17941 40—KT5O, at’lctini the subject property.

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

This survey substantially complies with the current Texas Society cii Pn)tessicmal Surveyors Standardsand Specifications for a (‘ateorv 2. Condition IV Survey

OFy -

A - 4

* ‘

( ERIC S. SPOONER )•Io5922

‘

I “es°’ O’9’

-‘-_ SUR”,..F

Sureors Name: Eric S. SpourterIistercd Professional Land Surveyor. Texas No. 5922Texas Hoard of Professional I Sand Survevin No. I t)0549t)t)Date of Survey: 5-08-13

o 1/2 IRON ROD SET WITH CAP STAMPED“SPOONER & ASSOCIATES” SET UNLESSOTHERWISE SHOWN.

I

EXHIBIT “A”

PARCEL 17

M

.jrY

CALLED 62 709 ACRESMICHAEL RA Y SAMS

0 100’ 200’ &DEBRA ANN SAMS

____________

VOL. 7100, PG. 578,I D.R.KC.i


1” = 200’ I‘y PARCEL 17

EXHIBIT ‘A”L1JCI)

Cl)cTr-k.

lPROPERTY

0/

rJ

40”

I P.O.B.

P.O,C. /(HiBIru1

— 363.8 1’” APPROX. LOCATION OFN88’4641”E 276.12

COUNTY AND SURVEY LINE

O%Ii’

2•. ‘‘Q SOo%c.

CALLED: 700 ACRESJAMES R. PA TTERSON &

CHARLOTTE L. PA TTERSO TRUSTEESOF THE PA TTERSON TRUST

VOL. 2919, PG. 581,O.R.H.C,T

\:

I 1)

NOTE: LEGAL DESCRiPTION TO ACCOMPAN’ THIS PLAT.

?OONER&? ASSOCIATES

‘)W ‘WfC’

SPOONER AND ASSOCIATES, INC.309 BYERS STREET, SUITE 100EULESS, TEXAS 76039TEL 817281 -2355FAX 817-685-8508FIRN No, 10054900

PROJ NO: 09-086-3SCALE: 1’” 200

UHIrLKHU Y:

SHEET TITLE EXHIBIT “A”PARCEL 17

MICHAEL RAY SAMS& DEBRA ANN SAMS


BASIS OF BEARING IS ThE TEXAS STATE PLANE C0000INATESYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM(N4083)(2007) WITH ALL DISTANCES SCALED FROM N5,820,412 879, B.2,B,417 218 BYA PROJECT COMBINED SCALE FACTOR OF 0 99993245856IFV1Sfl flAT flV1fI!2fl1N

EXHIBIT”A”PARC EL 17

IcIc

Zo0:

I.<O

II

C

LUz

Ici APPROX LOCATION OP

PROPERTYCOUNTY AND SURVEY LINE

=L-ci7 - - - -

PARCEL 17EXHIBIT ‘4°3.6646 ACRES(159,632 S.F.)

-

700.07

15’22”W

/

tf)

U0C’,

I—LULU

U)LULUU)

PROPERTYLINE

fl1’:7Jt[’

CREEK SiDE

SUBDIVISION/ CAB. I, SLEEVE 750,

P.R.KC.T.LOT5

CALLED: 70.OOACRES ,“SAM STRA YHORN

& GENEVA STRA YHORNVOL. 4607. PG. 303

D.R.KC.T

PARCEL 18BY SEPARATEINSTRUMENT

I0 100’ 200’

GRAPHIC SCALE iN FEET1”=200’

/ CALLED: 62.709 ACRESMICHAEL RA Y SAMS

/ & DEBRA ANN SAMS/ VOL. 7700, PG. 578,

D.R.KC.T.

CALLED: 700 ACRESJAMES R. PA TTERSON &

CHARL OTTE L. PA 7TERSON, TRUSTEESOF THE PA 7TERSON TRUST

VOL. 2919, PG. 581,

J.J.

0. R. H. C. T.NOTE: LEGAL DESCRIPTION TO ACCOMPANY THIS PLAT.

t 5P00NER&‘‘ AATESPOONER AND ASSOCIATES, INC.309 BYERS STREET, SUITE 100EULESS, TEXAS 76039TEL 817.281.2355FAX 817.685-8508FIRM No. 10054900

o = 1/2 iRON ROD SET WITH CAP STAMPEDSPOONER & ASSOCIATES’ SET UNLESS

OTHERWISE SHOWN.

PROJ NO: 09-086-3SCALE: 1 = 200DATE: 051061201

SHEET TITLE EXHIBIT “A”PARCEL 17

MICHAEL RAY SAMS& DEBRA ANN SAMS

DRAWN BY: C.R.RCHECKED BY: S.G.S.

PROJECT CEDAR CREEK

FINISHED WATER PIPELINE

BASIS OF BEARING IS THE TEXAS STATE PL.NE COORDINATESYSTEM, NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUMINADB3)(2007) WITH ALL DISTANCES SCALED FROM N.6,820,412679, C2,638.417 218 BY A PROJECT COMBINED SCALE FACTOR OF 009993245856

PG. 4 0F5

RFVISFD DATE’ OI1BI2fl16




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

unanimous.

20.


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

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

negotiated purchase price of $24,000. Funding for this acquisition is included in the Bond

Fund.

Permanent easement interests across a 2.939-acre tract of land and a0.800-acre tract of land located in the James Sharp Survey, AbstractNo. 448, Kaufman County, Texas, said 2.939-acre tract of land and0.800-acre tract of land being a portion of a called 102.61-acre tract ofland conveyed to JAMES 0. ROGERS, Ill and DELENA K. ROGERS, bydeed recorded in Volume 1258, Page 745, Deed Records, KaufmanCounty, Texas, and being further described in the resolution and inthe survey plats attached hereto.



EXHiBIT “A”Property Description

BEING a 2.939 acres (128,022 square feet) tract of land located in the James Sharp Survey, Abstract No.448, Kaufman County, Texas, said 2.939 acre tract also being a portion of a called 102.61 acre tract ofland conveyed to JAMES 0. ROGERS, III and DELENA K. ROGERS, by deed as recorded inVolume 1258, 5, Deed Records, Kaufman County, Texas (D.R.K.C.T.), and being moreparticularly described by metes and bounds as follows:

BEGINNING at a 1/2 inch iron rod with a cap stamped “SPOONER & ASSOCIATES” set (hereinafterreferred to as an iron rod set) on the west property line of the said 102.61 acre tract of land, same beingthe east property line of a called 50 acre tract of land described as “First Tract”, conveyed to BillieLucille Evans, by deed as recorded in Volume 492, Page 826, D.R.K.C.T., from which a 1/2 inch iron rodfound in the top of a rail mad cross tie at the southwest property corner of the said 102.61 acre tract bearsSouth 00°59’41” East, a distance of 1,555.80 feet (said beginning point having a grid coordinate ofN:6,827,698.713 E:2,662,367.956);

THENCE North 00°59’4 I” West, along the said property lines, a distance of 100.00 feet to an iron rodset;

THENCE over and across the said 102.61 acre tract the following courses and distances:

North 88°22’04” East, a distance of 346.22 feet to an iron rod set;

North 88°43’58” East, a distance of 799.92 feet to an iron rod set;

North 43°43’58” East, a distance of 42.43 feet to an iron rod set on the north property line of thesaid 102.61 acre tract, same being a south property line of a called 53 acre tract of land conveyedto Russell B. Clamon and Cheryl A. Clamon, by deed as recorded in Volume 2606, Page 323,D.R.KC.T.;

THENCE North 88°43’58” East, along the said property lines, a distance of 141.42 feet to an iron rodset, from which a 1/2 inch iron rod found at the northwest property corner of the remainder of a called41.96 acre tract of land conveyed to Hamlin Properties, Ltd., by deed as recorded in Volume 1602, Page254, D.R.K.C.T. bears North 88°43’58” East, a distance of 19.62 feet and North 05°56’52” East, adistance of 22.64 feet;


South 43°43’SS” West1 a distance of 183.85 feet to an iron rod set;

South 88°43’SS” West, a distance of 841.02 feet to an iron rod set;

South 88°22’04” West, a distance of 347.02 feet to the POINT OF BEGINNING, andcontaining 2.939 acres (128,022 square feet) of land, more or less.



NOTE: Basis of Beatings is the Texas State Plane Coordinate System, North Central Zone (4202) NorthAmerican Datum (NAD83)(2007) with all distances scaled from N:6,280,4l2.879 E:2,638,417.218 by a projectcombined scale factor of 0.99993245 856.


I do certify on this 6th day of November, 2015, 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, having an effective date of May 2, 2013,issued May 10, 2013, GF 4 1807483-KT5O TITLE COMMITMENT NOT AVAILABLE AS OF05/14/13, 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.


Eric S. Spooner, RPLSRegistered Professional Land Surveyor

Texas Registration Number 5922TBPLS Firm No. 10054900

GRAPHiC SCALE IN FEET1”=200’

CALLED: 22 ACRESJERRY RA YE BARNES

CAREN JANICE BARNESVOL. 753, PG. 793,

D.R.K.C. T.

‘FIRST TRACT”

L—BCALLED: 5OACRES

ILLIE LUCILLE EVANSVOL. 492. PG. 82

O.R.K. C. T

EXHIBIT “A1’PARCEL 34

1/2IRF

N8843’58”E1962

EXHI8ITA,

/

SEE INSET(NOT TO SCALE)

o = 7/2 IRON ROD SET WITH CAP STAMPED‘SPOONER & ASSOCIATES” SET UNLESS

[ OTHERWISE SHOWN.

CALLED: 53 ACRESRUSSELL B. CLAMON

CHERYL A. CLAMONVOL. 2606, PG. 323,

D.R.K.C. T

IREMAINDER OF 47.96 ACRESHAMLIN PROPERTIES, LTD.

VOL. 1602 PG. 254.D.R.K.C. T.

NO. OIRECTtON D(ST.

Li N00’59’4J”W 100.00’

12 N88°22’04”E 346.22’

13 N88’43’58’E 799.92’

L4 N43°43’58”E 42.43’

L5 N88°4358”E 147.42’

16 543°43’58”W 183.85’

L7 S88°43’58”W 841.02’

18 S88°22’04’W 347.02’

0 100’ 200’

-J

,-7/2’IRF

PROPERTY .. .....

LINE L4

i:’

N:6,827.698 713E:2,662, 367956(GRID)

PARCEL 34EXHIBIT ‘42.939 ACHES(128,022 S.F.)

CALLED.’ 102.61 ACRES

LPROPERTYLINE

LiNE TASLE

JAMES 0. ROGERS, IIIDELENA K. ROGERS

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

IJ.

c::1

C,,

TY

I 112’ IRF IN TopOF RAIL ROAD

X-TIE

NOTE: LEGAL OF

SPOONER&ASSOCIATES

SPOONER AND ASSOCIATES, INC.309 BYERS STREET. SUITE 100EULESS, TEXAS 76039TEL 817-281-2355FAX 817-635-8508

PROJ NO: 09-0864

IA —

ERIC S. SPOONER

5922

SCALE: 1200’nOr)Arn1

DRAWN BY: C.R.R.CHECKED BY: E.S.S.

EXHIBIT “A”

PARCEL 34JAMES 0. ROGERS, Ill& DELENA K. ROGERS

CEDAR CREEKFINISHED WATER PIPELINE

PROJECT

BASIS OF BEARING 5 THE TEXAS STATE PI.ANE COORDINATESYSTEM. NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM

(NA083)(2007) WITH ALL DISTANCES SCALED FROM N 6,820412 879, 8

2.638,317.218 BY A PROJECT COMBINED SCALE FACTOR OF 0 99993245856

PG. 3 OF 7

REViSED DATE: 11106115



EXHifiIT “B”Property Description

BEING a 0.800 acres (34,832 square feet) tract of land located in the James Sharp Survey, Abstract No.448, Kaufman County, Texas, said 0.800 acre tract also being a portion of a called 102.61 acre tract ofland conveyed to JAMES 0. ROGERS, III and DELENA K. ROGERS, by deed as recorded inVolume 1256, Page 745, Deed Records, Kaufman County, Texas (D.R.K.C.T.), and being moreparticularly described by metes and bounds as follows:

BEGINNING at a 1/2 inch iron rod with a cap stamped “SPOONER & ASSOCIATES” set (hereinafterreferred to as an iron rod set) at the northwest property corner of the said 102.61 acre tract, same beingthe northeast property corner of a called 50 acre tract of land described as “First Tract”, conveyed toBillie Lucille Evans, by deed as recorded in Volume 492, Page 826, D.RK.C.T., and being on the southproperty line of a called 22 acre tract of land conveyed to Jerry Raye Barnes and Caren Janice Barnes, bydeed as recorded in Volume 753, page 793, D.R.K.C.T. (said beginning point having a grid coordinate ofN:6,827,828.693 E:2,662,365.699);

THENCE North 88°22’04” East, along the north property line of the said 102.61 acre tract and along thesouth property line of the said 22 acre tract, at a distance of 305.82 feet passing the southeast propertycorner of the said 22 acre tract, same being the southwest property corner of a called 53.00 acre tract ofland conveyed to Russell B. Clamon and Cheryl A. Clamon, by deed as recorded in Volume 2606, Page323, D.R.K.C.T., and continuing along the said north property line and along a south property line of thesaid 53 acre tract, in all a total distance of 345.98 feet to an iron rod set;

THENCE North 88°43’58” East, continuing along the said property lines, a distance of 830.01 feet to aniron rod set from which a 1/2 inch iron rod found at the northwest property corner of the remainder of acalled 41.96 acre tract of land conveyed to Hamlin Properties, Ltd., by deed as recorded in Volume 1602,Page 254, D.R.K.C.T. bears North 88°43’58” East, a distance of 161.04 feet and North 05°56’52” East, adistance of 22.64 feet;


South 43°43’58” West, a distance of 42.43 feet to an iron rod set;

South 88°43’58” West, a distance of 799.92 feet to an iron rod set;

South 88°22’04” West, a distance of 346.22 feet to an iron rod set on the west property line of thesaid 102.61 acre tract, same being the east property line of the aforesaid First Tract, from which a1/2 inch iron rod found in the top of a rail road cross tie at the southwest property corner of thesaid 102.61 acre tract bears South 00°59’41” East, a distance of 1,655.80 feet;

THENCE North 0099’41” West, along the said property lines, a distance of 30.00 feet to the POINT

OF BEGINNING, and containing 0.800 acres (34,832 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.


I do certify on this 6th day of November, 20t5, 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 lvSurvey, 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, having an effective date of May 2, 2013,issued May 10, 2013, GF # 1807483-KT5O TITLE COMMITMENT NOT AVAILABLE AS OF05/14113, 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 (lii) 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 lv Survey.

‘1÷/c

Eric S. Spooner, RPLSRegistered Professional Land Surveyor

Texas Registration Number 5922TBPLS Firm No. 10054900

0 100’ 200’

GRAPHIC SCALE IN FEET1’=200’

EXHIBIT “B”PARCEL 34

o = 112 iRON ROD SET WITH CAP STAMPEDSPOONER 8 ASSOCIATES” SET UNLESSOTHERWISE SHOWN.

CALLED: 22 ACRESJERRY RA YE BARNES

CAREN JANICE BARNESVOL. 753, PG. 793,

D.R.KC.T

CALLED: 53 ACRESRUSSELL B. CLAMON

CHERYL A. CLAMONVOL. 2606, PG. 323,

D.R.KC. T


iSP00NER&3)A%çIAT,SPOONER AND ASSOCIATES, INC.309 BYERS STREET, SUITE 100

EULESS, TEXAS 76038TEL 817-261-2355FAX 817-685-8508

PROJ NO: 09-086-3SCALE: V200’

PARCEL 34JAMES 0. ROGERS, III& DELENA K. ROGERS


3ASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATESYSTEM, NORTH CENTRAL ZONE t4202) NORTH AMERICAN DATUMCNAOB3)(2007) WITH ALL DISTANCES SCALED FROM N:6.820,412.879. E:2,638,417,218 BY A PROJECT COMBINED SCALE FACTOR OF 099993245856.

112”IRF

• N88’43’58’E

EXHIBITW•. I’ •••

CALLED:P.O.B.‘. 102,61 ACRES •.

EXHIBIT “B” .. .

N:6,827,828.693E:2662,365.699 I SEE INSET

PROPERTh’(GRID)

Ftl 0.16’ (NOTTOSCALE)L2

— a — — 0 — —— L4L5

I )

REMAINDER OF 41.96 ACRES IIHA MLIN PROPERTIES, L TD.

VOL. 1602, PG. 254,D.R.KC, T

EXHIBIT “B”30’ PERMANENTUTILITY EASEMENT0.800 ACRES (34,832 S.F.)

tT7

CALLED: 702.61 ACRESJAMES 0. ROGERS, III

PROPERTr’ DELENA K ROGERSLINE

VOL. 7258, PG. ?45D.R.KC.T

) “FIRST TRACT”CALLED: 5OACRES

ILLIE LUCILLE EVANSVOL. 492, PG. 826,

D.R.K. C. T

/112” IRF IN TOPOF RAIL ROAD

X-TIE

I

LJ

0)

LINE TABLE

NO. DIRECTION 01ST.

Li N88°22’04”E 345.98’

L2 N88’43’58”E 830.01’

L3 S43°43’58”W 42.43’

L4 S88°43’58”W 799.92’

[5 S88°22’04”W 346.22’

[6 N00°59’41”W 30.00’

SHEET TITLE EXHIBIT “B”

REVISED DATE: 11106115

PG. 70F7




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

unanimous.

21.


to complete the acquisition of the real property located at or near the confluence of the

West Fork and Clear Fork of the Trinity River, Tarrant County, Texas and to approve the

Associated Maintenance Agreement and funding of an escrow account in an amount not

to exceed 2.8 million dollars. In addition, R. Steve Christian, Real Property Director of

TRWD, and the staff of TRWD, are granted authority to execute all documents necessary

to complete this transaction and to pay all reasonable and necessary closing and related

costs incurred with this acquisition. Funding for this settlement will be paid for from the

General Fund. Director Stevens seconded the motion, with Directors Henderson,

Stevens, Lane and Leonard voting in favor and Director Kelleher voting against.

22.

There were no future agenda items approved.

23.

The next board meeting was scheduled for August 16, 2016.

24.

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

adjo med.

______________

j/._&v-President Secretary

present victor w. henderson stevens r. jack marty v ... · victor w. henderson jack r. stevens...

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