STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be...

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STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION ELLIS County MINUTE ORDER Page 1 of 3 Pages District No. DALLAS (18) WHEREAS, in ELLIS COUNTY, Texas, on FARM TO MARKET 661, the County acquired in the State's name certain land needed by the State for highway purposes at no cost to the State; and WHEREAS, the United States of America has, under authority of Public Law 89-298, 89th Congress, First Session, approved October 27, 1965, undertaken the development of a flood control project known as Lakeview Lake, now known as Joe Pool Lake, and has acquired or proposes to acquire title to lands or interests therein for use in the construction, operation and maintenance of said reservoir project; and WHEREAS, the United States of America, acting by and through the United States Corps of Engineers, and the State of Texas, acting by and through the State Highway and Public Transportation Commission, entered into an agreement whereby the United States of America agreed to furnish the State of Texas the necessary right of way for the relocation of a portion of F. M. 661 made necessary by the reservoir project, in exchange and as full consideration for the State's conveyance to the United States of America of all the State's rights, title and interest in and to certain portions of the aforementioned F. M. 661, said surplus land being more particularly described in Exhibit A, attached hereto and made a part hereof, and for the State's subordination of its rights in certain other portions of F. M. 661, said land to be subordinated being more particularly described in Exhibit B, attached hereto and made a part hereof, to the rights of the United States of America to flood and inundate same as necessary for the construction, operation and maintenance of the reservoir; and WHEREAS, the relocation and alterations of said highway have been completed, said needed land being more particularly described in Exhibit C, attached hereto and made part hereof, and the land to be

Transcript of STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be...

Page 1: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION

ELLIS County MINUTE ORDER Page 1 of 3 Pages

District No. DALLAS (18)

WHEREAS, in ELLIS COUNTY, Texas, on FARM TO MARKET 661, the County acquired in the State's name certain land needed by the State for highway purposes at no cost to the State; and

WHEREAS, the United States of America has, under authority of Public Law 89-298, 89th Congress, First Session, approved October 27, 1965, undertaken the development of a flood control project known as Lakeview Lake, now known as Joe Pool Lake, and has acquired or proposes to acquire t i t l e to lands or interests therein for use in the construction, operation and maintenance of said reservoir project; and

WHEREAS, the United States of America, acting by and through the United States Corps of Engineers, and the State of Texas, acting by and through the State Highway and Public Transportation Commission, entered into an agreement whereby the United States of America agreed to furnish the State of Texas the necessary right of way for the relocation of a portion of F. M. 661 made necessary by the reservoir project, in exchange and as f u l l consideration for the State's conveyance to the United States of America of a l l the State's rights, t i t l e and interest in and to certain portions of the aforementioned F. M. 661, said surplus land being more particularly described in Exhibit A, attached hereto and made a part hereof, and for the State's subordination of i t s rights in certain other portions of F. M. 661, said land to be subordinated being more particularly described in Exhibit B, attached hereto and made a part hereof, to the rights of the United States of America to flood and inundate same as necessary for the construction, operation and maintenance of the reservoir; and

WHEREAS, the relocation and alterations of said highway have been completed, said needed land being more particularly described in Exhibit C, attached hereto and made part hereof, and the land to be

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STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION •* » ELLIS County MINUTE ORDER Page 2 of 3 Pages

Dist r i c t No. DALLAS (18)

quitclaimed to the United States of America is now surplus to the State's needs for highway and public transportation purposes and is no longer needed for use of citizens as a road; and

WHEREAS, Article 6673a, V.A.C.S., authorizes the conveyance of such surplus property or interests therein as part or f u l l consideration for other property needed by the State for highway purposes; and

WHEREAS, Article 5244a-3, V.A.C.S., authorizes the Governor of Texas, upon the recommendation of the State Highway and Public Transportation Commission, to convey to the United States of America, with or without monetary consideration therefor, an easement or other interest in lands under control of the State Department of Highways and Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project as mentioned above; and

WHEREAS, i t i s the opinion of the State Highway and Public Transportation Commission that i t is proper and correct that the State quitclaim i t s interest in the aforementioned surplus land, which i s not needed for highway or local road purposes, to the United States of America in exchange for the desired right of way, and that the State subordinate i t s rights to the other lands as agreed with the United States Corps of Engineers;

NOW, THEREFORE, in consideration of the foregoing premises and in accordance with the provisions and within the purview of the aforementioned Statutes, i t is hereby recommended by the State Highway and Public Transportation Commission, subject to approval by the Attorney General, that the Governor of Texas execute a proper

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STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION

ELLIS County MINUTE ORDER Page 3 of 3 Pages

Dist r i c t No. DALLAS (18)

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instrument conveying and quitclaiming a l l of the State's rights, t i t l e and interest in the aforementioned surplus land to the United States of America, said surplus land being more particularly described in Exhibit A, attached hereto and made a part hereof, and i t i s further recommended, subject to approval by the Attorney General, that the Governor of Texas execute a proper instrument subordinating the State's rights in and to said land described in Exhibit B, attached hereto and made a part hereof, to the rights of the United States of America to permanently inundate certain parts of the highway to elevation 522.0 feet mean sea level and to intermittently inundate other parts of the highway from elevation 522.0 feet mean sea level to 536.0 feet mean sea level, said lands as necessary for the construction, operation and maintenance of the reservoir as requested by the United States Corps of Engineers.

V

>

Minute Number 87413

Date Passed MAY 10 88

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Ellis^County ' * ' ' Page 1 of 2 Pages Control 1049-1-1 & 9 " Tract No. 1. F.M. 661: Relocation at Joe Pool Lake

EXHIBIT A

A tract of land situated in the County of E l l i s , State of Texas, being part of the Hugh Henderson Survey (A-432) and the C. L. Dodson Survey (A-292), and the Joseph Lawrence Survey (A-616); being a l l of those tracts of land acquired by E l l i s County for the State of Texas for right of way for F.M. 661 from A. C. Fisher (Volume 391, Page 130), W. D. Shannon (Volume 391, Page 143), G. W. Johns (Volume 391, Page 13%), W. J. Spencer (Volume 391, Page 146), and J. W. Neal (Volume 391, Page 135 and Volume 391, Page 137); and being part of those tracts of land acquired by E l l i s County for the State for right of way for F.M. 661 from D. J. Carlton (Volume 391, Page 127), P. Hendrixson (Volume 391, Page 132), and J. C. Batch (Volume 391, Page 125); and being more particularly described as follows, a l l bearings being referred to the Texas Plane Coordinate System, North Central Zone:

FROM Government marker No. 820-9 located on the Government acquisition line of Tract No. 820-1 for Joe Pool Lake, Texas, having a coordinate value of Y = 317,047.52 and X = 2,134,086.27;

THENCE South 31 deg. 40 min. 05 sec. East, 842.18 feet to Government Marker No. 810-10 having a coordinate value of Y = 316,330.74 and X = 2,134,528.41, said point being on the westerly right of way line for existing F.M. Highway No. 661 and being 40 feet westerly of and perpendicularly distant from approximate center line Station 98+18 for the point of beginning;

(1) THENCE North 01 deg. 30 min. 49 sec. East, 3,812.93 feet to a point for a P.I. in the right of way;

(2) THENCE North 23 deg. 49 min. 11 sec. West, 462.92 feet, more or less, to a point 25 feet westerly of and perpendicularly distant from approximate center line Station 140+85;

(3) THENCE North 04 deg. 43 min. 28 sec. West, 152.84 feet, more or less, to a point 25 feet easterly of and perpendicularly distant from center line Station 142+23, said point being on the easterly right of way line of F.M., Highway No. 661;

(4) THENCE along the easterly right of way line of F.M. Highway No. 661 as follows: South 23 deg. 49 min. 11 sec. East, 688.70 feet, more or less, to a point for a P.I. in the right of way;

(5) THENCE South 01 deg. 30 min. 49 sec. West, 3,628.80 feet, more or less, to a point 40 feet easterly of and perpendicularly distant from center line Station 99+50;

(6) THENCE South 17 deg. 02 min. 16 sec. West, 56.04 feet, more or less, to a point 25 feet easterly of and perpendicularly distant from center line Station 98+96;

EXHIBIT A - LAND TO BE QUITCLAIMED BY STATE

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&j.ne,uouru;y %

Control 1049-1-1 & 9 Page 2 of, 2 Pag

Tract No. 1 F.M. 661: Relocation at Joe Pool Lake

EXHIBIT A

(7) THENCE South 01 deg. 30 min. 49 sec. West, 78 feet to a point 25 feet easterly of and perpendicularly distant from approximate center line Station 98+18, said point also being on the easterly right of way line of F.M. Highway No. 661, and being Government Marker No. 819-1, and having a coordinate value of Y = 316,330.85 and X = 2,134,611.07;

(8) THENCE North 88 deg. 29 min. 11 sec. West, 65 feet to the point of beginning, containing 7.5795 acres, more or less.

EXHIBIT A - LAND TO BE QUITCLAIMED BY STATE

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E l l i s •'County * •> Page 1 o£>2 Pages Control 1049-1-1 & 9 Tract No. 2 F . M . 661: Relocation at Joe Pool Lake

EXHIBIT A

A tract of land situated In the County of E l l i s , State of Texas, being part of the C. L. Dodson Survey (A-292) and the Joseph Lawrence Survey (A-616); being part of those tracts of land acquired by E l l i s County for the State of Texas for right of way for F.M. 661 from Miriam Windle, D. J. Carlton, and W. W. Seeton (recorded in Volume 391, Page 148; Volume 391, Page 127; and Volume 391, Page 141, respectively), and being more particularly described as follows, a l l bearings being referred to the Texas Plane Coordinate System, North Central Zone:

FROM a Government marker having a coordinate value of Y = 315,033.36 and X = 2,133,815.14 located in the common line between the D. J. Carlton and Edwin B. Orr, et ux, properties;

THENCE departing the common line between said Carlton and Orr properties, North 79 deg. 27 min. 41 sec. East, 724.30 feet to a Government marker having a coordinate value of Y = 315,165.83 and X = 2,134,527.22 located in the westerly right of way line for the existing F.M. Highway No, 661, same being 40 feet westerly of and perpendicularly distant from approximate center line Station 86+67;

THENCE South 00 deg. 31 min. 00 sec. West, approximately 70 feet to the southerly right of way line of County Road Relocation No. 7 and westerly right of way line for old F.M. Highway No. 661 for the point of beginning;

(1) THENCE North 78 deg. 50 min. 02 sec. East, 81.53 feet, more or less, to a point of intersection for the easterly right of way line of F.M. Highway No. 661 and the southerly right of way line for County Road Relocation No. 7;

(2) THENCE along the easterly right of way line for said F.M. Highway No. 661, South 00 deg. 02 min. 41 sec. West, 25.73 feet, more or less, to the P.T. of a curve to the right at Station 85+86.6, being the beginning of a curve to the right with a radius of 358.31 feet, a delta angle of 86 deg. 14 min. 00 sec, and a radial bearing of North 89 deg. 57 min, 19 sec. West;

(3) THENCE along said curve to the right, an arc length of 539.28 feet to a point southerly of center line P.C. Station 81+07.5;

(4) THENCE along the southerly right of way line, South 86 deg. 11 min. 19 sec. West, 11.90 feet to a point southerly of center line P.T. Station 80+95.6, being the beginning of a curve to the left with a radius of 278.31 feet, a delta angle of 78 deg. 35 min. 39 sec, and a radial bearing of South 03 deg. 48 min. 41 sec East;

(5) THENCE along the arc of said curve to the left an arc length of 381.77 feet to a point of intersection of the old F.M. Highway No. 661 right of way and the new F.M. Highway No. 661 right of way, said point being 50 feet right of new center line Station 76+47.33;

EXHIBIT A- LAND TO BE QUITCLAIMED BY STATE

Page 7: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

El l i s ^County - * • Control 1049-1-1 & 9 Tract No. 2 F.M. 661: Relocation at Joe Pool Lake

• Page 2 of,2 Pag

EXHIBIT A

(6) THENCE North 07 deg. 17 min. 40 sec. West, 165.22 feet to a point 50 feet easterly of and perpendicularly distant from new center line P.C. Station 77+48.38, being the beginning of a curve to the right with a radius of 358.31 feet, a delta angle of 52 deg. 07 min. 48 sec , and a radial bearing of South 55 deg. 56 min. 29 sec East;

(7) THENCE along the arc of said curve to the right, an arc length of 326 feet, to a point northerly of center line P.T. Station §0+95,6;

(8) THENCE North 86 deg. 11 min. 19 sec East, 11.90 feet to a point northerly of center line P.C. Station 81+07.5, being the beginning of a curve to the l e f t with a radius of 278.31 feet, a delta angle of 86 deg. 14 min. 00 sec , and a radial bearing of North 03 deg. 48 min. 41 sec West;

(9) THENCE along the arc of said curve to the l e f t for an arc length of 418.87 feet to a point westerly of center line P.T. Station

(10) THENCE North 00 deg. 02 min. 41 sec. East, 10 feet, more or less, to the point of beginning, containing 1.5658 acres, more or less.

85+86.6;

EXHIBIT A - LAND TO BE QUITCLAIMED BY STATE

Page 8: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

E l l i s iCounty , 1 1

Control 1049-1-1 & 9 Tract No. 1 F.M. 661: Relocation at Joe Pool Lake

* Page 1" of '2 Pages

EXHIBIT B

A tract of land situated in the County of E l l i s , State of Texas, being part of the Joseph Lawrence Survey (A-616); being part of those tracts of land acquired by K i l l s County for the State of Texas for right of way for F.M. 661 from Miriam Hindie recorded in Volume 391, Page 148, and from L . P. M e r r i l l recorded in Volume 486, Page 117, both recorded in Deed Records of said county; and being more part icularly described as follows, a l l hearings being referred to the Texas Plane Coordinate System, North Central Zone:

FROM a Government marker situated in the common l ine between the Louis P. M e r r i l l property and the J . B. .FldridRQ property, located South 11 deg. 11 min. 39 sec. Fast, 127.28.feet from a re-entrant corner for said Mer r i l l property and the northernmost northeast corner for said Eldridge property, said noint having a coordinate value of Y = 312,636.98 and X = 2,133,080.98;

THENCE South 78 dep. 01 min. 50 sec. East, 200.01 feet to a Government marker having a. coordinate value of Y = 312,761.8*1 and X = 2,133,056.27;

THENCE South 52 deg. 57 min, 13 sec. East, 276.10 feet to a Government marker havin? a coordinate value of Y - 312,5°5.50 and X = 2,133,276.64;

THENCE North 66 dec. 48 min. 09 sec. Fast, 95%.76 feet to a Government marker situated in the westerly right of way line for E.M. Highway No. 661, said noint bavin? a coordinate value of Y = 312,971.59 and X = 2,134,154.21, said point located on the arc of a 03 deg. 00 min. 00 sec. curve to the right at approximate center l ine Station 60+50 for the point of beginning;

(1) THENCE North 71 deg. 04 min 57 sec. East, 90 feet to a point on the easterly right of way l ine of F.M. Highway No. 661 having a coordinate value of Y = 312,973.34 and X = 2,134,239.19 located on the arc of a curve to the l e f t being 45 feet easterly of approximate center l ine Station 60+50, being the beginning of a curve to the l e f t with a radius of 1,864.90 feet, a delta angle of 05 deg, 29 min. 56 s e c , and a radial bearing of North 71 deg. 04 min. 56 s e c East;

(2) THENCE along the arc of said curve to the l e f t 221.53 feet to a point 45 feet easterly of and perpendicularly distant from center l ine P.C. .Station 58+33.4;

(3) THENCE South 25 deg. 25 min. 00 sec East, 133.36 feet to a point 45 feet easterly of and perpendicularly distant from center l ine Station 57+00;

(4) THENCE along the right of way l ine South 28 deg. 16 min. 45 sec. East, 100.12 feet to a point 50 feet easterly of and perpendicularly distant from center l ine Station 56+00;

EXHIBIT B - LAND TO BE SUBORDINATED BY STATE

Page 9: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

E l l i s ^ount^ . ^ ^ ^ ^ ^ P a g e ^ o f ^ P a g e s Con t ro l l049-1 -1^9 Tract No. 1 P.M. 661: Relocation at Joe Pool Lake

EXHIBITS

(5) TH^GE South 25 deg. 25 min. 00 sec E^st, 200 feet t o ^ p o i n t 5 0 feet easterly of ^nd perpendicularly distant from center l ine Station 5^+00;

(6) THENCE South 22de^. 33 min. 1 5 s e c East, 1 0 0 . 1 2 f e e t t o ^ p o i n t 45 feet easterly of and nerpendioularly distant from center l ine Station 53+00;

(7) THENCE South 25 de^. 25 min. 00 sec East, 8 2 . 5 4 f e e t t o a p o i n t 4 5 feet easterly of and perpendicularly distant from center l i n e P . T . Station 52+17.45, being the beginning of a curve to the right with aradius of 1,477.39 feet, a d e l t a a n B l e o f 26 deg. I6min. 00 s e c , and a radial bearing of South 64 ^eg. 35 min. 00 s e c West;

(8) THENCEalong the a r c o f said curve for ad i s t anceo f 677.30 feet;

(9) THENCE North89 deg. 09 min. OOsec West, 5 f e e t t o a p o i n t 4 0 feet easterly of and perpendicularly distant from center l ine P.C. Station 45+60.8;

(10) THENCE South 00 deg. 51 min. OOsec West, 755.79 feet t e a Government marker having a coordinate value of Y - 310,818.36 and X -2,134,723.36, being 40 feet easterly of and nerpendioularly distant from approximate center l ine Station 38+05;

(11) THENGE North 89 deg. 09 min. OOsecWest , ^ O f e e t t o a Government marker having a coordinate value of Y - 310,819^03 and X - 2,134,642.10, said point hein^on the westerly right of way l ine of E.M. Highway No. 661 and bein^ 40 feet westerly of and perpendicularly distant from approximate center l ine Station 38+05;

(12) THENCE North 00 deg. 51 min. OOsec Ea^t, 803.40 f e e t t o a p o i n t 40 feet westerly of and perpendicularly distant from center l ine P.C. Station 45+60.8, being the beginning of a curve to the right with a radius of 278.31 feet, a d e l t a ^ n ^ l e o f 15 deg. 46min. 50 s e c , an^ a radial bearing of North 89 3e . 09 min. 00 sec West;

(13) THENCEalong the a r c o f s a i d c u r v e f o r a d i s t a n c e o f 76.65 feet, to the beginning of another curve to the right with a radius of l ,387.39feet , a delta angle of 21 deg. 10 min. 0 6 s e c , anda radial bearing of South 85 deg. 45 min. 06 sec West;

(14) THENCEalongsaidcurvefor a d i s t a n c e o f 512.58 feet;

(15) THENCE North 25 deg. 25 min. 00 sec West, 6 l 5 . 9 0 f e e t t o a p o i n t ^5 feet westerly of and perpendicularly distant from center l ine P.C. Station 58+33.46, being the beginning of a ourveto ther igh t with a radius of 1,954.90 feet, a d e l t a a n g l e o f 06deg. 29min. 56 s e c , and a radial bearing of North 64 deg. 35 min. 00 sec East;

(16) T H ^ C E a l o n g t h e a r e o f s a i d c u r v e f o r a d i s t a n c e o f 221.7^ feet to the point of beginning, containing 4.48^1 acres, more or less.

EXHIB^B -lA^OTOBESUBORulNATEuBY STATE

Page 10: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

E l l i s County Control 1049-1-1 & 9 Tract No. 2 F.M. 661: Relocation at Joe Pool Lake

* * » Page 1 of 2 Pages

EXHIBIT B

A tract of land situated in the County of E l l i s , State of Texas, being part of the Joseph Lawrence Survey (A-616); being a part of that tract of land acquired by E l l i s County for the State of Texas for right of way for F.M. 661 from Miriam Windle and recorded in Volume 391, Page 148, Deed Records of said county; and being more particularly described as follows, a l l bearings being referred to the Texas Plane Coordinate System, North Central Zone:

FROM a Government marker for the westernmost northwest corner for the Louis P. Merrill property, situated in the southerly boundary line for the Edwin B. Orr, et ux, property, said point having a coordinate value of Y = 314,399.35 and X = 2,132,457.73;

THENCE South 11 deg. 17 min. 45 sec. East, 865.55 feet to a Government marker having a coordinate value of Y = 313,550.57 and X = 2,132,627.27, said point being situated in the westernmost westerly boundary line for said Merrill property;

THENCE North 84 deg. 21 min. 43 sec. East, 864.69 feet to a Government marker having a coordinate value of Y = 313,635.54 and X = 2,133,487.98;

THENCE South 73 deg. 12 min. 46 sec. East, 584.53 feet to a Government marker having a coordinate value of Y = 313,566.71 and X - 2,134,047.61, said point being on the westerly right of way line of existing F.M. Highway No. 661, same also being 40 feet westerly of and perpendicularly distant from center line Station 66+00;

THENCE North 07 deg. 48 min. 41 sec. West, 185 feet, more or less, to a point 40 feet westerly of and perpendicularly distant from center line Station 68+00 for the point of beginning;

(1) THENCE North 07 deg. 48 min. 41 sec. West, 773.40 feet to a point 40 feet westerly of and perpendicularly distant from old P.C. center line Station 75+73.4, being the beginning of a curve to the right with a radius of 358.31 feet, a delta angle of 41 deg. 52 min. 12 sec, and a radial bearing of North 82 deg. 11 min. 19 sec East;

(2) THENCE along the arc of said curve to the right an arc distance of 261.84 feet to a point of intersection of the new F.M. Highway No. 661 easterly right of way and the westerly right of way of the old F.M. Highway No. 661, said point being new Station 78+14.89;

(3) THENCE South 07 deg. 17 min. 40 sec. East 165.22 feet to a point in the east right of way line for old F.M. Highway No. 661, said point being 50 feet easterly of and perpendicularly distant from center line Station 76+47.33, being the beginning of a curve to the

EXHIBIT B - LAND TO BE SUBORDINATED BY STATE

Page 11: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

E l l i s ©ounty * ' Control 1049-1-1 & 9 Tract No, 2 F.M. 661: Relocation at Joe Pool Lake

"Page 2 "of 2 Pages

EXHIBIT B

left with a radius of 278.31 feet, a delta angle of 15 deg. 24 min. 21 sec, and a radial bearing of South 82 deg. 24 min. 20 sec East;

(4) THENCE along the arc of said curve to the left an arc length of 74.83 feet to a point 40 Feet easterly of and perpendicularly distant from center line Station 75+73.4;

(5) THENCE South 07 deg. 48 rain. 41 sec East, 773.40 feet to a point 40 feet easterly of and perpendicularly distant from center line Station 68+00;

(6) THENCE South 82 deg. 11 min. 19 sec West, crossing center line Station 68+00 at 40 feet for a total distance of 80 feet to the point of beginning, containing 1.7481 acres, more or less.

EXHIBIT B - LAND TO BE SUBORDINATED BY STATE

Page 12: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

Ellis*County * ' * Page 1 of 1 Page Control 1049-1-1 & 9 Tract Wo. 3 F.M. 661: Relocation at Joe Pool Lake

EXHIBIT B

A tract of land situated in the County of E l l i s , State of Texas, being part of the Hugh Henderson Survey (A-432); being a part of those tracts of land acquired by E l l i s County for the State of Texas for right of way for F.M. 661 from J. D. Speck and recorded in Volume 391, Page 145, Deed Records of said county and from J. C. Batch and recorded in Volume 391, Page 125, Deed Records of said county; and being more particularly described as follows, a l l bearings being referred to the Texas Plane Coordinate System, North Central Zone:

FROM a point for the corner common for the Raymond Golightly, et ux, property and the Joseph C. Baroigalupia property, situated in the east right of way line for F.M. Highway No. 661;

THENCE along the east right of way line for said F.M. Highway No. 661, same being the west boundary for said Golightly property, North 23 deg. 51 min. 36 see. West, 30 feet to a point 60 feet easterly of and on a radial line from new center line Station 138+96.53 for the point of beginning;

(1) THENCE South 04 deg. 43 min. 28 sec. East, 152.84 feet, more or less, to a point 60 feet easterly of and perpendicularly distant from new center line Station 137+47.30 and old F.M. Highway No. 661 Station 140+84;

(2) THENCE North 23 deg. 49 min. 11 sec. West, 315.77 feet to a point 25 feet westerly of and perpendicularly distant from approximate old center line Station 143+92;

(3) THENCE North 67 deg. 08 min. 52 sec. East, 25 feet, more or less, to a point in the center line of old F.M. Highway No. 661 at approximate center line Station 143+92;

(4) THENCE South 23 deg. 49 min. 11 sec. East, 71.60 feet, more or less, to a point in the center line of old F.M. Highway No. 661 at approximate center line Station 143+22;

(5) THENCE North 84 deg. 25 min. 01 sec. East, 26.32 feet, more or less, to a point in the old easterly right of way line for old F.M. Highway No. 661;

(6) THENCE South 23 deg. 49 min. 11 sec. East, 91.08 feet to the point of beginning, containing 0.24 acre, more or less.

EXHIBIT B - LAND TO BE SUBORDINATED BY STATE

Page 13: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

E l l i s County » Control 1049-1-1 & 9 Tract No. 1 F.M. 661: Relocation at Joe Pool Lake

* Page jL'of 2 Pages

EXHIBIT C

A tract of land situated in the County of E l l i s , State of Texas, being part of the Joseph Lawrence Survey (A-616), and being more particularly described as follows, a l l bearings being referred to the Texas Plane Coordinate System, North Central Zone:

FROM Government Monument No. 820-14 having a coordinate value of Y = 314,399.35 and X = 2,132,457.73, and being on the eastern property line for the Edwin B. Orr, et ux, property;

THENCE North 79 deg. 23 min. 43 see. East, 49.51 feet to a point on the westerly right of way line for proposed F.M. Highway No. 661, said point being 59.80 feet westerly of and perpendicularly distant from center line Station 82+01.78 for the point of beginning;

(1) THENCE North 79 deg. 23 min. 43 sec. East, 111.80 feet to a point on the easterly right of way line of F.M. Highway No. 661;

(2) THENCE South 00 deg. 10 min. 59 sec. West, 274.47 feet to a point 50 feet right of center line P.C, Station 79+48.24, being the beginning of a curve to the left with a radius of 1,382.39 feet, a delta angle of 05 deg. 20 min. 01 sec, and a radial bearing of South 89 deg. 49 min. 01 sec East;

(3) THENCE southwesterly along the easterly right of way line and along said curve to the left, an arc distance of 128.69 feet to a point 50 feet right of center line Station 78+14.89, said point being on the aro of the existing westerly right of way line for F.M. Highway No. 661, being the beginning of a curve to the left with a radius of 358.31 feet, a delta angle of 41 deg. 52 min. 12 sec, and a radial bearing of South 55 deg. 56 min. 29 sec. East;

(4) THENCE along the arc of said curve to the left on the westerly right of way line for said F.M. Highway No. 661, an arc distance of 261.84 feet to a point on the westerly right of way line for said existing F.M. Highway No. 661, said point being center line P.C. Station 75+73.4;

(5) THENCE South 07 deg. 48 min. 41 sec East, along said existing westerly right of way line, 773.40 feet to a point 40 feet westerly of and perpendicularly distant from center line Station 68+00;

(6) .THENCE departing said westerly right of way line for existing F.M. Highway No. 661, South 82 deg. 11 min. 19 sec West, 5 feet to a point 45 feet westerly of and perpendicularly distant from center line Station 68+00, said point being on the new westerly right of way line for said F.M. Highway No. 661 Relocation;

(7) THENCE along the new westerly right of way line for said F.M. Highway No. 661 as follows: North 07 deg. 48 min. 41 sec West, 400 feet to a point 45 feet left from center line Station 72+00;

EXHIBIT C - LAND TO BE CONVEYED TO STATE

Page 14: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

E l l i s County » Control 1049-1-1 & 9 Tract No, 1 F.M. 661; Relocation at Joe Pool Lake

" Page T of '2 Pages

EXHIBIT C

(8) THENCE South 82 deg. 11 min. 19 sec. West, 5 feet to a point 50 feet left from center line Station 72+00.

(9) THENCE North 07 deg. 48 min. 41 sec. West, 548.38 feet to a point 50 feet left from center line Station P.C. 77+48.38, being the beginning of a curve to the right with a radius of 1,482.39 feet, a delta angle of 07 deg. 59 min. 40 sec., and a radial bearing of North 82 deg. 11 min. 19 sec. East;

(10) THENCE along said curve to the right an arc distance of 206.34 feet to a point 50 feet left of center line P.T. Station 79+48.24;

(11) THENCE North 10 deg. 45 min. 05 sec. West, 52.72 feet to a point 60 feet left of center line Station 80+00;

(12) THENCE North 00 deg. 10 min. 59 sec. East, 200.00 feet to a point 60 feet left of center line Station 82+00;

(13) THENCE North 05 deg. 53 min. 37 sec. East, 1.79 feet to the point of beginning, containing 1.3158 acres, more or less,

and being part of the same land acquired by the United States of America from D. J. Carlton, et ux, by deed dated 24 August 1984 and recorded in Volume 711 at Page 556 of the Deed Records of E l l i s County, Texas, and being designated as Tract No. 820-3 for Joe Pool Lake; and substantially the same land acquired by the United States of America from Edwin B. Orr, et ux, by deed dated 14 March 1984 and recorded in Volume 701 at Page 983 of the Deed Records of E l l i s County, Texas, and being designated as Tract No. 821E-2 for Joe Pool Lake; and part of a tract of land acquired by the United States of America from Louis P. Merrill, et ux, by deed dated 29 June 1982 and recorded in Volume 676 at Page 775 of the Deed Records of E l l i s County, Texas, and being designated as Tract No. 823-1 for Joe Pool Lake.

EXHIBIT C - LAND TO BE CONVEYED TO STATE

Page 15: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

E l l i s (County Control 1049-1-1 & 9 Tract No. 2 F.M. 661: Relocation at Joe Pool Lake

Page 1 of 1 Page;

EXHIBIT C

A tract of land situated in the County of E l l i s , State of Texas, being part of the Hugh Henderson Survey (A-432), and being more particularly described as follows, a l l bearings being referred to the Texas Plane Coordinate System, North Central Zone:

FROM a Government marker having a coordinate value of Y = 320,782.66 and X = 2,134,492.41, same being a northeast corner for the Joseph C. Baroigalupia property, same also being a re-entrant corner for the James R. Meal, et ux, property;

THENCE along the common line between said Neal and Baroigalupia properties, South 84 deg. 22 min. 23 sec. West, 181.45 feet to an iron pin having a coordinate value of Y = 320,764.89 and X = 2,134,311.83, same being located in the easterly right of way line for said F.M. Highway No. 661 Relocation for the point of beginning;

(1) THENCE along the easterly right of way line for said F.M. Highway No. 661 Relocation, South 13 deg. 47 min. 44 see. East, 87.40 feet to a point on the easterly right of way line for the existing F.M. Highway No. 661;

(2) THENCE along the easterly right of way line for said existing F.M. Highway No. 661, North 23 deg. 49 min. 11 sec. West, 91.08 feet to a point for the intersection of the northwest corner for said Baroigalupia property and the easterly right of way line for said F.M. Highway No. 661;

(3) THENCE North 84 deg. 25 min. 01 sec. East, 16.02 feet to the point of beginning, containing 0.01 aore, more or less,

and being part of the same land acquired by the United States of America from Raymond Golight, et ux, by deed dated 6 October 1982 and recorded in Volume 679 at Page 905 of the Deed Records of E l l i s County, Texas, said tract being designated as Tract No. 803 for Joe Pool Lake; and being part of the same land acquired by the United States of America from Joseph C. Baroigalupia by deed dated 22 June 1982 and recorded in Volume 676 at Page 170 of the Deed Records of E l l i s County, Texas, said tract being designated as Tract No. 804 for Joe Pool Lake.

EXHIBIT C - LAND TO BE CONVEYED TO STATE

Page 16: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

E l l i s £ount$ Control 1049-1-1 & 9 Tract No. 3 F.M. 661: Relocation at Joe Pool Lake

Page f of'% Page

EXHIBIT C

A tract of land situated in the County of E l l i s , State of Texas, being part of the Joseph Lawrence Survey (A-616), and being more particularly described as follows, a l l bearings being referred to the Texas Plane Coordinate System, North Central Zone:

FROM a Government marker having a coordinate value of Y = 313,635.54 and X = 2,133,487.98;

THENCE South 73 deg. 12 min. 46 sec. East, 546.53 feet to a Government marker having a coordinate value of Y = 313,466.71 and X = 2,134,047.61, said point being on the existing westerly right of way line for F.M. Highway No. 661;

THENCE South 82 deg. 11 min. 19 sec, West, 80 feet to a point on the existing easterly right of way line for F.M. Highway No. 661, said point being 40 feet easterly of and perpendicularly distant from center line Station 68+00 for the point of beginning;

(1) THENCE North 07 deg. 48 min. 41 see. West, along the existing easterly right of way line of F.M. Highway No. 661, 773.40 feet to a point 40 feet right of center line Station 75+73.4, being the beginning of a curve to the right with a radius of 278.31 feet, a delta angle of 15 deg. 24 min. 21 sec., and a radial bearing of North 82 deg. 11 min. 19 sec. East;

(2) THENCE along said curve to the right 74.83 feet to a point 50 feet right of center line Station 76+47.33;

(3) THENCE South 07 deg. 48 min. 41 see. East, 647.33 feet to a point 50 feet right of center line Station 70+00;

(4) THENCE South 82 deg. 11 min. 19 sec. West, 5 feet to a point 45 feet right of center line Station 70+00;

(5) THENCE South 07 deg. 48 min. 41 sec. East, 200 feet to a point 45 feet right of center line Station 68+00;

(6) THENCE South 82 deg. 11 min. 19 sec. West, 5 feet to the point of beginning, containing 0.16 acre, more or less,

and being part of the same land acquired by the United States of America from Louis P. Merrill, et ux, by deed dated 29 June 1982 and recorded in Volume 676 at Page 775 of the Deed Records of E l l i s County, Texas, said tract being designated as Tract No. 823-2 for Joe Pool Lake.

EXHIBIT C - LAND TO BE CONVEYED TO STATE

Page 17: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

E l l i s Count* * " * Page 1'of 3 Pages Control 1049-1-1 & 9 Tract No. 4 F.M. 661: Relocation at Joe Pool Lake

EXHIBIT C

A tract of land situated in the County of E l l i s , State of Texas, being part of the Hugh Henderson Survey (A-432), and being more particularly described as follows, a l l bearings being referred to the Texas Plane Coordinate System, North Central Zone:

FROM a point located in a northerly boundary line for the D. J. Carlton property, said point being a southwest corner for the Shaped Charges Specialist, Inc. property, same being a southeast corner for the George N. Karell, et ux, property;

THENCE along the common line between said Shaped Charges Specialist, Inc. and Carlton properties, South 89 deg. 38 min. 58 see. East, 1,003.70 feet, more or less, to a Government marker having a coordinate value of Y = 318,470.03 and X z 2,133,882.47, same point being located on the westerly right of way line and being 50 feet westerly of and perpendicularly distant from center line Station 116+31-30 for the Relocation of F.M. Highway No. 661 for the point of beginning;

(1) THENCE along the westerly right of way line of said F.M. Highway No. 661 Relocation as follows: North 08 deg. 04 min, 30 sec. West, 69.62 feet to a point 60 feet left from center line Station 117+00;

(2) THENCE North 00 deg. 10 min. 59 sec. East, 200 feet to a point 60 feet left from center line Station 119+00;

(3) THENCE North 05 deg. 31 min. 39 sec. West, 100.50 feet to a point 70 feet left from center line Station 120+00;

(4) THENCE North 00 deg. 10 min. 59 see. East, 71.91 feet to a point 70 feet left from center line P.C. Station 120+71.93, being the beginning of a curve to the right with a radius of 1,502.39 feet, a delta angle of 09 deg. 07 min. 25 sec, and a radial bearing of South 76 deg. 41 min. 36 seo. East;

(5) THENCE along the arc of said curve an arc distance of 239.24 feet to a point 70 feet left from center line Station 123+00;

(6) THENCE North 22 deg. 10 min. 07 sec East, 106.07 feet to a point 50 feet left from center line Station 124+00, being the beginning of a curve to the right with a radius of 1,482.39 feet, a delta angle of 09 deg. 26 min. 05 sec, and a radial bearing of South 76 deg. 41 min. 36 sec East;

(7) THENCE continuing along the aro of said curve an arc distance of 244.10 feet to a point 50 feet left from center line P.T. Station 126+35.87;

(8) THENCE North 22 deg. 44 min, 29 seo. East, 149.44 feet to a point;

EXHIBIT C - LAND TO BE CONVEYED TO STATE

Page 18: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

EUis'*County Control 1049-1-1 & 9 Tract No. 4 F.M. 661: Relocation at Joe Pool Lake

* " Page 1 of* 3 Pages

EXHIBIT C

(9) THENCE North 00 deg. 06 min. 31 sec. West, 53.97 feet to a point 77 feet left of center line Station 128+64.95, said point being on the southerly right of way line for a county road;

(10) THENCE along the south right of way line for said county road, North 89 deg. 53 min. 29 seo. East, approximately 22.74 feet to a point 54.26 feet left of center line Station 128+64.95;

(11) THENCE North 22 deg. 44 min. 29 sec. East, 293.15 feet to a point 50 feet left of center line P.C. Station 131+37.03, being the beginning of a curve to the le f t with a radius of 768.51 feet, a delta angle of 18 deg. 24 min. 28 sec, and a radial bearing of North 67 deg. 15 min. 31 sec West;

(12) THENCE along the arc of said curve an are length of 246.90 feet to a point 50 feet left from center line Station 134+00;

(13) THENCE North 04 deg. 57 min. 25 sec West, 112.99 feet to a point 60 feet left from center line P.T. Station 135+20.76;

(14) THENCE North 04 deg. 07 min. 11 sec West, 469.69 feet to a point 46.54 feet left from center line Station 140+00;

(15) THENCE North 17 deg. 35 min. 00 sec West, 47.10 feet to a point for the intersection of a property line with the westerly right of way for said F.M. Highway No. 661 Relocation;

(16) THENCE departing the westerly right of way line for F.M. Highway No. 661 Relocation, North 67 deg. 08 min. 52 sec. East, 25.89 feet to a point on the existing westerly right of way line for F.M. Highway No. 661;

(17) THENCE along the existing westerly right of way line for said F.M. Highway No. 661, South 23 deg. 49 min. 11 sec East, 315.77 feet to a point of intersection with the existing westerly right of way line with the proposed relocation right of way for said F.M. Highway 661, 60 feet right from center line Station 137+47.30 for said relocation;

(18) THENCE along the easterly right of way line for proposed F.M. Highway No. 661 as follows: South 04 deg., 07 min. 11 sec. East, 226.52 feet to a point 60 feet right of center line P.T. Station 135+20.75, being the beginning of a curve to the right with a radius of 878.51 feet, a delta angle of 15 deg. 27 min. 12 sec, and a radial bearing of South 85 deg. 52 min. 49 sec. West;

(19) THENCE along the arc of said curve an arc length of 236.94 feet to a point 60 feet right of center line Station 133+00;

(20) THENCE South 20 deg. 19 min. 03 sec West, 173.92 feet to a point 50 feet right of center line P.C. Station 131+37.03;

EXHIBIT C - LAND TO BE CONVEYED TO STATE

Page 19: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

EllisiCounty Control 1049-1-19 Tract No. U F.M. 661: Relocation at Joe Pool Lake

Page 3, of 3 Pages

EXHIBIT C

(21) THENCE South 22 deg. 44 min. 29 seo. West, 501.16 feet to a point 50 feet right of center line P.T. Station 126+35.87, being the beginning of a curve to the left with a radius of 1,382.39 feet, a delta angle of 22 deg. 33 min. 30 sec, and a radial bearing of South 67 deg. 15 rain. 31 sec East;

(22) THENCE along the arc of said curve an are distance of 544.27 feet to a point 50 feet right of center line P.C. Station 120+71.91;

(23) THENCE South 00 deg. 10 min. 59 sec. West, 440.61 feet to a point 50 feet right of center line Station 116+31.2;

(24) THENCE departing the easterly right of way line for proposed Relocation of F.M. Highway No. 661, North 89 deg. 56 min. 01 sec West, 100 feet to the point of beginning, containing 5.7689 acres, more or less,

and being substantially the same land acquired by the United States of America from Shaped Charges Specialist, Inc, et al, by Declaration of Taking filed 17 January 1985 in Condemnation Proceedings (Civil No. 3-85-0119T) in the District Court of the United States for the Northern District of Texas, Dallas Division, and being designated as Tract No. 811-2 for Joe Pool Lake; part of a tract of land acquired by the United States of America from Shaped Charges Specialist, Inc. et al, by Declaration of Taking filed 17 January 1985 in Condemnation Proceedings (Civil No. 3-85-10119T) in the District Court of the United States for the Northern District of Texas, Dallas Division, and being designated as Tract No. 811-1 for Joe Pool Lake; being part of a tract of land acquired by the United States of America from B. W. Simmons, et ux, by Declaration of Taking filed 12 June 1986 in Condemnation Proceedings (Civil No. 3-86-15S4T) in the District Court of the United States for the Northern District of Texas, Dallas Division, and being designated as Tract No. 810 for Joe Pool Lake; being substantially the same land acquired by the United States of America from Carlton L. Bishop, et ux, by deed dated 22 August 1984 and recorded in Volume 711 at Page 291 of the Deed Records of Ellis County, Texas, and being designated as Tract No. 809 for Joe Pool Lake; being substantially the same land acquired by the United States of America from Paul Randolph Neal, et ux, by deed dated 2 November 1984 and recorded in Volume 714 at Page 695 of the Deed Records of Ellis County, Texas, and being designated as Tract No. 808 for Joe Pool Lake; being part of a tract of land acquired by the United States of America from F. C. Griffith, et al, by deed dated 20 October 1982 and recorded in Volume 680 at Page 639 of the Deed Records of Ellis County, Texas, and being designated as Tract No. 806 for Joe Pool Lake; being part of a tract of land acquired by the United States of America from J. C. Garland, et ux, by deed dated 21 June 1984 and recorded in Volume 707 at Page 719 of the Deed Records of Ellis County, Texas, and being designated as Tract No. 805 for Joe Pool Lake; and part of a tract of land acquired by the United States of America from James R. Neal, et ux, by deed dated 19 March 1984 and recorded in Volume 702 at Page 33 of the Deed Records of Ellis County, Texas, and being designated as Tract No. 800-2 for Joe Pool Lake.

EXHIBIT C - LAND TO BE CONVEYED TO STATE

Page 20: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

E l l i s County Page 1 of 1 Page Control 1049-1-1 & 9 " * * * * Tract No. 1 F.M. 661: Relocation at Joe Pool Lake

EXHIBIT C

A tract of land situated in the County of E l l i s , State of Texas, being part of the Hugh Henderson Survey (A-432) and the Joseph Lawrence Survey (A-616), and being more particularly described as follows, a l l bearings being referred to the Texas Plane Coordinate System, North Central Zone:

FROM a point located in a northerly boundary line for the D, J. Carlton property, said point being a southwest corner for the Shaped Charges Specialist Inc. property, same being a southeast corner for the George N. Karell, et ux, property;

THENCE along the common line between said Shaped Charges Specialist Inc. and Carlton properties, South 89 deg. 38 min. 58 sec. East, 1,003.70 feet, to a Government marker having a coordinate value of Y = 318,470.03 and X = 2,133,882.47, same point being located on the westerly right of way line and being 50 feet westerly of and perpendicularly distant from center line Station 116+31.20 of F.M. Highway No. 661 Relocation, for the point of beginning;

(1) THENCE South 89 deg; 56 min. 01 sec. East, 100 feet to a point on the easterly right of way line for said F.M. Highway No. 661, said point being 50 feet easterly of and perpendicularly distant from center line Station 116+31.2;

(2) THENCE along the easterly right of way line for said F.M. Highway No. 661, South 00 deg. 10 min. 59 sec. West, 3,408.59 feet to a point of intersection with the Government acquisition line, the northerly right of way line for County Road Relocation No. 7, and the easterly right of way line for F.M. Highway No. 661;

(3) THENCE South 79 deg. 23 min. 43 sec. West, 111.80 feet to a point on the westerly right of way line of F.M. Highway No. 661, said point being 60 feet westerly of and perpendicularly distant from center line Station 82+01.79;

(4) THENCE North 05 deg. 53 min. 37 sec. East, 98.71 feet to a point 50 feet westerly of and perpendicularly distant from center line Station 83+00;

(5) THENCE North 00 deg. 10 min. 59 sec. East, 3,331.10 feet to a point 50 feet westerly of and perpendicularly distant from center line Station 116+31.2 to the point of beginning, containing 7.86 acres, more or less,

and being substantially the same land over which the United States of America acquired a perpetual road easement from D. J. Carlton by deed dated 24 August 19&4 and recorded in Volume 711 at Page 556 of the Deed Records of E l l i s County, Texas, said tract being designated as Tract No. 820E-1 for Joe Pool Lake.

EXHIBIT C - LAND TO BE CONVEYED TO STATE

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Ellis^County * * * Page 1 of 2 Pages Control 1049-1-1 & 9 Tract No. 2 F.M. 661: Relocation at Joe Pool Lake

EXHIBIT C

A tract of land situated in the County of E l l i s , State of Texas, being part of the Hugh Henderson Survey (A-432), and being more particularly described as follows, a l l bearings being referred to the Texas Plane Coordinate System, North Central Zone:

FROM a Government marker having a coordinate value of Y = 320,782.66 and X = 2,134,492.41, same being a northeast corner for the Joseph C. Baroigalupia property, same also being a re-entrant corner for the James R. Neal, et ux, property;

THENCE along the common line between said Neal and Barcigulapia properties, South 84 deg. 22 min. 23 sec. West, 181.45 feet to an iron pin having a coordinate value of Y = 320,764.89 and X = 2,134,311.83, same being located in the easterly right of way line for said F.M. Highway No. 661 Relocation for the point of beginning;

(1) THENCE departing the easterly right of way line for said F.M. Highway No. 661 Relocation, continuing along the common line between said Neal and Baroigalupia properties, South 84 deg, 25 min. 01 sec. West, 16.01 feet to a point located in the easterly right of way line for the existing F.M. Highway No. 661;

(2) THENCE departing the common line between said Neal and Baroigalupia properties, along a westerly boundary line for said Neal property, same also being the easterly right of way line for the existing F.M. Highway No. 661, North 23 deg. 49 min. 11 sec. West, 419.42 feet to a point, same being a northwest corner for said Neal property, same being located in a southerly right of way line for the Southern Pacific Railroad;

(3) THENCE departing the easterly right of way line for existing F.M. Highway No. 661, along the southerly right of way line for the Southern Pacific Railroad, same being a northerly boundary line for said Neal property, South 84 deg. 05 min. 11 sec. East, 5.76 feet to a point, same being located 30 feet easterly of and perpendicular distance from center line Station 143+90.48 for said F.M. Highway No. 661 Relocation;

(4) THENCE departing the southerly right of way line for said Southern Pacific Railroad, same being a northerly boundary line for said Neal property, along the easterly right of Way line for said F.M. No. 661 Relocation, South 23 deg. 49 min. 11 sec. East, 90.48 feet to a point located 30 feet easterly of and perpendicular distance from center line Station 143+00 for said F.M. Highway No. 661 Relocation;

EXHIBIT C - LAND TO BE CONVEYED TO STATE

Page 22: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

Ellis, County * ' Control 1049-1-1 & 9 Tract No. 2 F.M. 661: Relocation at Joe Pool Lake

Page 2" of '2 Pages

EXHIBIT C

(5) THENCE continuing along the easterly right of way line for said F.M. Highway No. 661 Relocation, South 26 deg. 28 min. 29 sec. East, 308.39 feet to a point located 55 feet easterly of and perpendicular distance from center line Station 140+00 for F.M. Highway No. 661 Relocation;

(6) THENCE continuing along the easterly right of way line for said F.M. Highway No. 661 Relocation, South 13 deg. 47 min. 44 sec. East,.23.40 feet to the point of beginning, containing 0.10 acre, more or less.

and being substantially the same land over which the United States of America acquired a perpetual road easement from James R. Neal, et ux, by deed dated 19 March 1984 and recorded in Volume 702 at Page 33 of the Deed Records of E l l i s County, Texas, said tract being designated as Tract No. 800E for Joe Pool Lake.

EXHIBIT C - LAND TO BE CONVEYED TO STATE

Page 23: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

E l l i s bounty * * Page 1 of^2 Pages Control 1049-1-1 & 9 Tract No. 3 F.M. 661: Relocation at Joe Pool Lake

EXHIBIT C

A tract of land situated in the County of E l l i s , State of Texas, being part of the Hugh Henderson Survey (A-432), and being more particularly described as follows, a l l bearings being referred to the Texas Plane Coordinate System, North Central Zone:

FROM a Government marker having a coordinate value of Y = 320,685.38 and X = 2,134,015.40 located in the common line between the J* C. Garland, Jr., et ux, and the F. C. Griffith, et ux, properties, same being located South 02 deg. 01 min. 49 seo. East, 50.29 feet from a northeast corner for said Griffith property, same having a coordinate value of Y = 320,735.64 and X = 2,134,013.62;

THENCE departing the common line between said Garland and Griffith properties, North 34 deg. 57 min. 34 sec. East, 80 feet to a Government marker having a coordinate value of Y = 320,750.95 and X = 2,134,061.24;

THENCE North 67 deg. 08 min. 49 sec. East, 147.67 feet to an iron pin having a coordinate value of Y = 320,808.30 and X = 2,134.197.32, same being located in the westerly right of way line for the F.M. Highway No. 661 Relocation for the point of beginning;

(1) THENCE along the westerly right of way line for said F.M. Highway No. 661 Relocation, North 17 deg. 35 min. 00 sec. West, 146.26 feet to a point located 35 feet westerly of and perpendicular distance from center line Station 142+00 for said F.M. Highway No. 661 Relocation;

(2) THENCE continuing along the westerly right of way line for said F.M. Highway No. 661 Relocation, North 20 deg. 57 min. 26 sec. West, 100.12 feet to a point located 30 feet westerly of and perpendicular distance from center line Station 143+00 for said F.M. Highway No. 661 Relocation;

(3) THENCE continuing along the westerly right of way line for said F.M. Highway No. 661 Relocation, North 23 deg. 49 min. 11 sec. West, 107.83 feet to a point located 30 feet westerly of and perpendicular distance from center line Station 144+07.81 for said F.M. Highway No. 661 Relocation, same being located in the existing southerly right of way line for existing F.M. Highway No. 661;

(4) THENCE departing the westerly right of way line for said F.M. Highway No. 661 Relocation, along the existing southerly right of way line for existing F.M. Highway No. 661, South 88 deg. 57 min. 30 sec. East, 5.51 feet to a point located at the intersection of the the southerly and the easterly right of way lines for said existing F.M. Highway No. 661;

(5) THENCE departing the southerly right of way line for said existing F.M. Highway No. 661, along the westerly right of way line for said

EXHIBIT C - LAND TO BE CONVEYED TO STATE

Page 24: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

Ellis* County " * Control 1049-1-1 & 9 Tract No. 3 F.M. 661: Relocation at Joe Pool Lake

Page & of 2 Pages

EXHIBIT C

existing F.M. Highway No. 661, South 23 deg. 49 min. 11 sec. East, 351.34 feet to a point; .

(6) THENCE departing the westerly right of way line for said existing F.M. Highway No. 661, South 67 deg. 08 min. 52 sec. West, 25.89 feet to the point of beginning, containing 0.09 acre, more or less,

and being substantially the same lands over which the United States of America acquired a perpetual road easement from J. C. Garland, et ux, by deed dated 21 June 1984 and recorded in Volume 707 at Page 719 of the Deed Records of E l l i s County, Texas, and being designated as Tract No, 805E for Joe Pool Lake,

EXHIBIT C - LAND TO BE CONVEYED TO STATE

Page 25: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

E l l i s County ; ; Page I of 2 Page Control 1049-1-1 & 9 Tract No. 4 F.M. 661: Relocation at Joe Pool Lake

EXHIBIT C

A tract of land situated in the County of E l l i s , State of Texas, being part of the Joseph Lawrence Survey (A-616), and being more particularly described as follows:

FROM a point located in a northerly boundary line for the D, J. Carlton property, said point being a southwest corner for the Shaped Charges Specialist Inc. property, same also being a southeast corner for the George N. Karell, et ux, property;

THENCE along the common line between said Shaped Charges Specialist Inc. and Carlton properties, South 89 deg. 38 min. 56 sec. East, 1,003.70 feet, more or less, to a Government marker having a coordinate value of Y = 318,470.03 and X = 2,133,882.47 for the point of beginning, same being located 50 feet westerly of and perpendicular distant from center line Station 116+31.30 for F.M. Highway No. 661 Relocation, same also being located in the westerly right of way line for said F.M. Highway No. 661 Relocation;

THENCE departing the common line between said Shaped Charges Specialist Inc. and Carlton properties, along the westerly right of way line for said F.M. Highway No. 661 Relocation, South 00 deg. 10 min. 59 sec. West, 1,331 feet, more or less, crossing the common line between said Lawrence Survey and the Hugh Henderson Survey (A-432) to a point located 50 feet westerly of and perpendicular distance from center line Station 103+00 for said F.M. Highway No. 661 Relocation for the point of beginning;

(1) THENCE continuing along the westerly right of way line for said F.M. Highway No. 661 Relocation, South 00 deg. 10 min. 59 seo. West, 150 feet to a point located 50 feet westerly of and perpendicular distance from center line Station 101+50 for said F.M. Highway No. 661 Relocation;

(2) THENCE departing the westerly right of way line for F.M. Highway 661 Relocation, North 63 deg. 15 min. 07 sec. West, 55.90 feet to a point located 100 feet westerly of and perpendicular distance from center line Station 101+75 for F.M. Highway No. 661 Relocation;

(3) THENCE North 00 deg. 10 min. 59 sec. East, 100 feet to a point located 100 feet westerly of and perpendicular distance from center line Station 102+75;

(4) THENCE North 63 deg. 37 min. 05 sec. East, 55.90 feet to the point of beginning, containing 0.14 acre, more or less.

and being substantially the same land over which the United States of America acquired a perpetual ditch easement from D. J. Carlton by deed dated 24 August 1984 and recorded in Volume 711 at Page 556 of the Deed Records of E l l i s County, Texas, and being designated as Tract No. 820E-2 for Joe Pool Lake.

EXHIBIT C - LAND TO BE CONVEYED TO STATE

Page 26: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

u o s f / z f j z A PYyejr A/C~£ sc//Pt/£ry-A&^T&A^T G/G

MATCH LINE FOR PAGE 2

FARM TO MARKET HIGHWAY 651 RELOCATION AT JOE POOL LAKE

ELLIS COUNTY

SURPLUS PROPERTY E l l i s County Control 1049-1-1 & 9 F.M. 661: Relocation f o r Joe Pool Lake

A portion of P.M. 661 has been relocated by the Corps of Engineers fo r t h eir Joe Pool Lake Project, and the new highway i s now under t r a f f i c .

Proposed the State receive fee t i t l e (shaded blue) and road easement reserving r i g h t to flood (shaded green) from the U.S.A. In return, the State w i l l q uitclaim to the U.S.A. the old r i g h t of way (shaded red) and subordinate, granting the Government the r i g h t to flood(shaded yellow, as provided i n Contract DACW-63-82-C-0045.

Control of access i s not employed on t h i s highway.

Hot to scale.

O EXISTING STATE R.O.W. WITHIN PROJECT LIMITS. STATE WILL GRANT U.S.A. RIGHT TO FLOOD.

Page 1 of 2 Pages

Page 27: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

i i j n H I uuh rUUL L A K S

ELLIS' CCLUNTT *

SURPLUS PROPERTY E l l i s County Control 1049-1-1 & 9 F.M. 661: Relocation for Joe Pool Lake

A portion of F.M. 661 has been relocated by the Corps of Engineers fo r t h e i r Joe Pool Lake Project, and the new highway i s now under t r a f f i c .

Proposed the State receive fee t i t l e (shaded blue) and road easement reserving right to flood (shaded green) from the U.S.A. In return, the State w i l l quitclaim to the U.S.A. the old r i g h t of way (shaded red) and subordinate, granting the Government the r i g h t to floodfshaded yellow, as provided i n Contract DACW-63-82-C-0045.

Control of access i s not employed on t h i s highway.

O EXISTING STATE R.O.W. WITHIN PROJECT LIMITS. STATE WILL GRANT U.S.A. RIGHT TO FLOOD.

#» EXISTING STATE R.O.W. WITHIN PROJECT LIMITS. STATE WILL QUITCLAIM TO U.S.A.

© NEW ROAD R.O.W. WITHIN PROJECT LIMITS. U.S.A. WILL GRANT STATE PERPETUAL ROAD EASEMENT RESERVING RIGHT TO FLOOD.

<*% NEW ROAD R.O.W. OUTSIDE PROJECT LIMITS U.S.A. TO QUITCLAIM TO STATE.

O EXISTING PORTION OF F.M. 661 TO REMAIN OPEN FOR LOCAL TRAFFIC AND ACCESS ROAD FOR COUNTY ROAD TRAFFIC

Page 2 of 2 Pages

Not to sca le .

Page 28: STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION … · Public Transportation as may be necessary for the construction, operation and maintenance of such a reservoir project

PROPOSED DISPOSAL OF SURPLUS LAND

LOCATION:

On F.M. Highway 661: Relocation to accommodate Joe Pool Lake in E l l i s County

Now surplus because: Part being inundated by reservoi r pro ject ; part being subor­dinated

Requested by D i s t r i c t Engineer Arnold W. O l i v e r , United States Corps of Engineers and the Commissioners Court of E l l i s County, Texas.

S ta te 's in terest in surplus land: Fee t i t l e less o i l , gas and sulphur

Service Fee: Not required

Federal Highway Admin is t ra t ion 's Approval : Yes

ORIGIN OF SURPLUS LAND:

Out of 25.483 acres acquired from various property owners by the County in th i r teen deeds in the S ta te ' s name at no cost to the State in 1947 and 1959 for F.M. 661 r ight of way purposes. Of the th i r teen deeds conveying t i t l e to the State, none of the deeds indicated the amount of considerat ion.

PROPOSED ACTION:

Quitclaim of two t rac ts of abandoned F.M. 661 to ta l ing 9.14 acres and subordination of three other t racts of r ight of way to ta l ing 6.47 acres to : United States of Ameri ca

Market value recommended by D i s t r i c t Engineer and approved by F i l e D-15: *

IN EXCHANGE FOR:

Government's conveyance to the State of a Deed Without Warranty conveying four par­cels of new r ight of way to ta l ing 8.19 acres and an Easement for Right of Way con­veying four parcels to ta l ing 7.25 acres from United States of America as f u l l considerat ion plus $ - - cash for F.M. Highway 661 in E l l i s County

Market value recommended by D i s t r i c t Engineer and approved by F i l e 0-15: * * Not required