HomeMy WebLinkAboutNOTICE OF PUBLIC HEARINGS FOR PROPOSED ANNEXATION OF TERRITORY BY THE CITY OF PORT ARTHURNOTICE OF PUBLIC HEARINGS
FOR PROPOSED ANNEXATION OF TERRITORY
BY THE CITY OF PORT ARTHUR
“BTP” (BASF TOTAL PETROCHEMICALS LLC, TOTAL PETROCHEMICALS & REFINING USA, INC., AND BASF CORPORATION)
TRACT I1,227± ACRES OF LAND AND WATER
PART OF BLOCKS 4-6, RANGE “A”, PART OF BLOCKS 4-6, RANGE “Z”,PORT ARTHUR LAND COMPANY SUBDIVISION, PART OF THE
BURR & CASWELL SURVEY ABSTRACT NO. 405,
THE BURRELL JONES SURVEY ABSTRACT NO. 156,& THE NATHAN GRIGSBY SURVEY ABSTRACT NO. 125JEFFERSON COUNTY, TEXAS
BEING 1227± acres of land and water, part of Lots 1-5 and all of Lots 6-8, Block 4, Range “A”, all of Lots 1-3, part of Lots 4 and 5, and all of Lots 6-8, Block 5, Range “A”, all of Lot 1, part of Lots 2 and 7, and all of Lot 8, Block 6, Range “A”, all of Lots 5 and 6, Block 4, Range “Z”, all of Lots 3-6, Block 5, Range “Z”, and all of Lots 3 and 4, Block 6, Range “Z”, Port Arthur Land Company Subdivision, recorded in Volume 1, Page 22, Map Records, Jefferson County, Texas; part of the Burr & Caswell Survey, Abstract No. 405, the Burrell Jones Survey Abstract No. 156, and the Nathan Grigsby Survey Abstract No. 125, Jefferson County, Texas; said 1227± acre tract being more fully described by metes and bounds as follows, to wit:
Note: This document was prepared under 22 TAC §663.21, does not reflect the results of an on the ground survey, and is not to be used to convey or establish interests in real property except those rights and interests implied or established by the creation or reconfiguration of the boundary of the political subdivision for
which it was prepared.
Note: Bearings, distances, coordinates and acreage are based on State Plane Coordinate Grid System, Texas South-Central Zone, NAD 83, Epoch 2011, US Survey Feet. Referenced to SmartNet, North America.
COMMENCING at a point being the common corner of Blocks 5 and 6, Range “A” and Blocks 5 and 6, Range “B”, Port Arthur Land Company Subdivision; said point being on the centerline of a dedicated road FM Highway 366;
THENCE, North 36 deg., 38 min., 09 sec., East, on the common line of said Blocks 5 and 6, Range “A”, a distance of 229.64’ to a brass disc in concrete, found for the POINT OF BEGINNING on the intersection of the East line of a 50’ wide KCS Railroad right of way and the South right of way line of a dedicated road named 32nd Street; having a State Plane Coordinate of N: 13931090.09, E: 3583789.32;
THENCE, North 36 deg., 38 min., 09 sec., East, on the South right of way line of said 32nd Street, a distance of 1305.06’ to a point for corner on the intersection of the South right of way line of said 32nd Street and the centerline of a dedicated road named Grandview Avenue; from which a brass disc in concrete, found for reference point, bears North 36 deg., 38 min., 09 sec., East, a distance of 30.71’;
THENCE, North 53 deg., 21 min., 05 sec., West, on the centerline of said Grandview Avenue, a distance of 2637.78’ to a ½” steel rod in concrete, found for corner, on the intersection of the centerline of said Grandview Avenue and the centerline of a dedicated road name 39th Street;
THENCE, North 38 deg., 30 min., 11 sec., East, a distance of 210.30’ to a brass disc in concrete found for corner;
THENCE, North 79 deg., 02 min., 48 sec., East, a distance of 334.39’ to a brass disc in concrete found for corner;
THENCE, North 89 deg., 48 min., 48 sec., East, a distance of 305.81’ to a brass disc in concrete found for corner;
THENCE, North 57 deg., 46 min., 51 sec., East, a distance of 112.34’ to a brass disc in concrete found for corner;
THENCE, North 73 deg., 47 min., 40 sec., East, a distance of 677.47’ to a brass disc in concrete found for corner;
THENCE, North 73 deg., 47 min., 40 sec., East, a distance of 120.34’ to a brass disc in concrete found for corner;
THENCE, North 54 deg., 53 min., 13 sec., East, a distance of 304.02’ to a brass disc in concrete found for corner;
THENCE, North 33 deg., 32 min., 28 sec., East, a distance of 376.85’ to a brass disc in concrete found for corner;
THENCE, North 09 deg., 10 min., 39 sec., East, a distance of 216.22’ to a brass disc in concrete found for corner;
THENCE, North 00 deg., 19 min., 04 sec., East, a distance of 161.60’ to a brass disc in concrete found for corner;
THENCE, North 10 deg., 33 min., 45 sec., East, a distance of 184.18’ to a 3” steel pipe in concrete found for corner;
THENCE, North 79 deg., 41 min., 55 sec., East, a distance of 186.22’ to a brass disc in concrete found for corner;
THENCE, South 78 deg., 20 min., 48 sec., East, a distance of 288.51’ to a brass disc in concrete found for corner;
THENCE, South 45 deg., 23 min., 38 sec., East, a distance of 118.85’ to a brass disc set in concrete for corner;
THENCE, South 37 deg., 48 min., 03 sec., East, a distance of 97.21’ to a ½” steel pipe found for corner;
THENCE, North 85 deg., 48 min., 13 sec., East, a distance of 698.13’ passing a ½” steel pipe found for reference point; continuing for a total distance of 713.57’ to a brass disc in concrete found for corner;
THENCE, North 12 deg., 58 min., 09 sec., East, a distance of 4452.25’± to a point for corner on the present city limits line of the City of Port Arthur as described in Ordinance No. 2738;
THENCE, in an Easterly direction, following the meanders of the present city limit line of the City of Port Arthur as described in Ordinance No. 2738, to a point for corner on the apparent West right of way line of State Highway 87;
THENCE, South 05 deg., 47 min., 09 sec., West, on the apparent West right of way line of State Highway 87, a distance of 386.13’± to a point for corner;
THENCE, South 11 deg., 53 min., 10 sec., West, a distance of 43.78’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, North 85 deg., 48 min., 50 sec., West, a distance of 59.62’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 12 deg., 19 min., 21 sec., West, a distance of 268.04’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 12 deg., 21 min., 33 sec., West, a distance of 1224.08’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;THENCE, South 42 deg., 56 min., 09 sec., West, a distance of 6.70’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 13 deg., 43 min., 47 sec., West, a distance of 198.59’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 06 deg., 43 min., 57 sec., West, a distance of 47.15’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 12 deg., 30 min., 31 sec., West, a distance of 144.15’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 83 deg., 01 min., 30 sec., East, a distance of 3.93’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 12 deg., 21 min., 33 sec., West, a distance of 548.28’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 77 deg., 29 min., 30 sec., East, a distance of 7.98’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 16 deg., 26 min., 49 sec., West, a distance of 288.04’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 11 deg., 34 min., 55 sec., West, a distance of 297.90’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 10 deg., 00 min., 01 sec., West, a distance of 119.35’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 12 deg., 12 min., 33 sec., West, a distance of 241.57’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 82 deg., 35 min., 29 sec., East, a distance of 53.19’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 12 deg., 30 min., 31 sec., West, a distance of 60.20’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, North 82 deg., 38 min., 17 sec., West, a distance of 52.88’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 12 deg., 12 min., 33 sec., West, a distance of 149.93’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 82 deg., 38 min., 17 sec., East, a distance of 52.09’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 12 deg., 30 min., 34 sec., West, a distance of 4672.92’ to a brass disc in concrete found for corner on the North right of way line of a dedicated road name State Highway 87;
THENCE, South 36 deg., 38 min., 09 sec., West, on the North right of way line of said State Highway 87, a distance of 1962.99’ to a brass disc in concrete found for corner;
THENCE, South 40 deg., 22 min., 29 sec., West, on the North right of way line of said State Highway 87, a distance of 602.61’ to a brass disc in concrete found for corner;
THENCE, South 36 deg., 42 min., 20 sec., West, continuing on the North right of way line of said State Highway 87, a distance of 520.97’ to a brass disc in concrete, found for corner, on the intersection of the North right of way line of said State Highway 87 and the East right of way line of said KCS Railroad;
THENCE, on the East right of way line of said KCS Railroad, on the arc of a curve to the left having a radius of 979.93’, an arc length of 347.36’, a chord bearing of North 43 deg., 10 min., 24 sec., West, a chord distance of 345.55’ to a brass disc in concrete found for corner; having a State Plane Coordinate of N: 13928387.27, E: 3587423.90;
THENCE, North 53 deg., 21 min., 51 sec., West, continuing of the East right of way line of said KCS Railroad, a distance of 4529.40’ to the POINT OF BEGINNING and containing 1,227 acres of land and water, more or less.
SAVE & EXCEPT those portions of land and water which already lie within the corporate limits of the City of Port Arthur per Ordinance Nos. 1692, 71-74, and 75-79.
TRACT II13.20 ACRES OF LANDPART OF BLOCKS 4 & 5, RANGE “A”PORT ARTHUR LAND COMPANY SUBDIVISIONJEFFERSON COUNTY, TEXAS
BEING 13.20 acres of land, part of Lots 4 and 5, Block 4, Range “A” and part of Lots 4 and 5, Block 5, Range “A”, Port Arthur Land Company Subdivision, recorded in Volume 1, Page 22, Map Records, Jefferson County, Texas; said 13.20-acre tract being more fully described by metes and bounds as follows, to wit:
Note: This document was prepared under 22 TAC §663.21, does not reflect the results of an on the ground survey, and is not to be used to convey or establish interests in real property except those rights and interests implied or established by the creation or reconfiguration of the boundary of the political subdivision for which it was prepared.
Note: Bearings, distances, coordinates and acreage are based on State Plane Coordinate Grid System, Texas South-Central Zone, NAD 83, Epoch 2011, US Survey Feet. Referenced to SmartNet, North America.
COMMENCING at a point being the common corner of Blocks 5 and 6, Range “A” and Blocks 5 and 6, Range “B”, Port Arthur Land Company Subdivision; said point being on the centerline of a dedicated road FM Highway 366;
THENCE, North 36 deg., 38 min., 09 sec., East, on the common line of said Blocks 5 and 6, Range “A”, a distance of (Called 60.00’) to a brass disc in concrete found for the POINT OF BEGINNING on the intersection of the East right of way line of said FM Highway 366 and the South right of way line of a dedicated road name 32nd Street; having a State Plane Coordinate of N: 13930954.18, E: 3583687.79;
THENCE, North 36 deg., 38 min., 09 sec., East, on the South right of way line of said 32nd Street a distance of 120.00’ to a brass disc set in concrete on the intersection of the South right of way line of said 32nd Street and the West line of a 50’ wide KCS Railroad right of way;
THENCE, South 53 deg., 21 min., 51 sec., East, on the West right of way line of said KCS Railroad, a distance of 4530.07’ to a brass disc in concrete found for point of curvature to the right;
THENCE, continuing on the West right of way line of said KCS Railroad, on the arc of a curve to the right having a radius of 929.93’, an arc length of 348.07’, a chord bearing of South 42 deg., 34 min., 54 sec., East, a chord distance of 346.05’ to a brass disc in concrete found on the intersection of the West right of way line of said KCS Railroad, the North right of way line of a dedicated road name State Highway 87, and the East right of way line of said FM Highway 366;
THENCE, South 81 deg., 38 min., 09 sec., West, on the East right of way line of said FM Highway 366, a distance of 50.28’ to a brass disc in concrete found for corner;
THENCE, North 59 deg., 24 min., 51 sec., West, continuing on the East right of
NOTICE IS HEREBY GIVEN TO ALL INTERESTED PERSONS, THAT:
THE CITY OF PORT ARTHUR, TEXAS PROPOSES TO INSTITUTE ANNEXATION PROCEEDINGS TO ENLARGE AND EXTEND THE BOUNDARY LIMITS OF SAID CITY TO INCLUDE THE FOLLOWING DESCRIBED TERRITORY, TO-WIT:
“BTP” (BASF TOTAL PETROCHEMICALS LLC, TOTAL PETROCHEMICALS & REFINING USA, INC., AND BASF CORPORATION), BASF (OLD SANDOZ), CHEVRON PHILLIPS CHEMICAL COMPANY, LP, CHEVRON USA, FLINT HILLS RESOURCES PORT ARTHUR, LLC (FHR PA), OXBOW CALCINING, LLC., PRAXAIR, INC., (LOCATED ON THE PROPERTY OF THE VALERO REFINERY), PRAXAIR, INC., (LOCATED ON THE PROPERTY OF THE MOTIVA REFINERY), TOTAL PETROCHEMICALS & REFINING USA AND TOTAL PAR, LLC, AND VEOLIA ES TECHNICAL SOLUTIONS, LLC.
THE MAPS AND LEGAL DESCRIPTIONS LISTED BELOW ARE NOT TO SCALE. MORE DETAILED LEGAL DESCRIPTIONS AND MAPS ARE AVAILABLE FOR REVIEW IN THE CITY SECRETARY’S OFFICE AT: 444 4TH STREET, 4TH FLOOR, PORT ARTHUR, TEXAS.
THE FIRST PUBLIC HEARING WILL BE HELD BY AND BEFORE THE CITY COUNCIL OF THE CITY OF PORT ARTHUR, TEXAS, ON THE 14TH DAY OF NOVEMBER, 2016 AT 6:00 O’CLOCK P.M. IN THE CITY COUNCIL CHAMBER OF THE CITY HALL OF THE CITY OF PORT ARTHUR, TEXAS, LOCATED AT 444 4TH STREET, 5TH FLOOR, FOR ALL PERSONS INTERESTED IN THE ABOVE PROPOSED ANNEXATION PURSUANT TO CHAPTER 43 OF THE TEXAS LOCAL GOVERNMENT CODE. AT SAID TIME AND PLACE ALL SUCH PERSONS SHALL HAVE THE RIGHT TO APPEAR AND BE HEARD. OF ALL SAID MATTERS AND THINGS, ALL PERSONS INTERESTED IN THE THINGS AND MATTERS HEREIN MENTIONED, WILL TAKE NOTICE.
A SECOND PUBLIC HEARING WILL BE HELD BY AND BEFORE THE CITY COUNCIL OF THE CITY OF PORT ARTHUR TEXAS ON THE 21ST DAY OF NOVEMBER, 2016 AT 9:00 O’CLOCK A.M. IN THE CITY COUNCIL CHAMBER OF THE CITY HALL OF THE CITY OF PORT ARTHUR, TEXAS, LOCATED AT 444 4TH STREET, 5TH FLOOR, FOR ALL PERSONS INTERESTED IN THE ABOVE PROPOSED ANNEXATION PURSUANT TO CHAPTER 43 OF THE TEXAS LOCAL GOVERNMENT CODE. AT SAID TIME AND PLACE ALL SUCH PERSONS SHALL HAVE THE RIGHT TO APPEAR AND BE HEARD. OF ALL SAID MATTERS AND THINGS, ALL PERSONS INTERESTED IN THE THINGS AND MATTERS HEREIN MENTIONED, WILL TAKE NOTICE.
DURING BOTH PUBLIC HEARINGS, THERE WILL BE AN OPPORTUNITY TO DISCUSS THE IMPLEMENTATION OF SERVICE PLANS FOR THE EXTENSION OF FULL MUNICIPAL SERVICES TO AREAS IN THE CITY OF PORT ARTHUR’S EXTRATERRITORIAL JURISDICTION THAT ARE BEING CONSIDERED FOR ANNEXATION AT WHICH PERSONS INTERESTED IN THE ANNEXATION ARE GIVEN THE OPPORTUNITY TO BE HEARD, WHICH INCLUDES BUT IS NOT LIMITED TO THE PROPERTIES THAT WERE SUBJECT TO THE INDUSTRIAL DISTRICT AGREEMENTS AS DELINEATED BELOW.
THE FOLLOWING COMPANIES HAVE “INDUSTRIAL DISTRICT AGREEMENTS” WITH THE CITY OF PORT ARTHUR THAT EXPIRE ON DECEMBER 31, 2016. THESE PROPERTIES ARE THE SUBJECT OF THE TWO PUBLIC HEARINGS:
“BTP” (BASF TOTAL PETROCHEMICALS LLC, TOTAL PETROCHEMICALS & REFINING USA, INC., AND BASF CORPORATION) (Subject To Res. 13-619)
BASF (OLD SANDOZ) (Subject To Res. 13-620)
CHEVRON PHILLIPS CHEMICAL COMPANY LP (Subject To Res. 13-621)
CHEVRON USA (Subject To Res. 13-622)
FLINT HILLS RESOURCES PORT ARTHUR, LLC (FHR PA) (Subject To Res. 13-623)
OXBOW CALCINING, LLC (Subject To Res. 14-200)
PRAXAIR, INC., (LOCATED ON THE PROPERTY OF THE VALERO REFINERY) (Subject To Res. 13-624)
PRAXAIR, INC., (LOCATED ON THE PROPERTY OF THE MOTIVA REFINERY) (Subject To Res. 13-624)
TOTAL PETROCHEMICALS & REFINING USA AND TOTAL PAR, LLC (Subject To Res. 13-625)
VEOLIA ES TECHNICAL SOLUTIONS, LLC (Subject To Res. 13-593)
ADDITIONALLY, ENTERGY HAS METERING LOCATIONS AND SUBSTATIONS IN THE CITY’S EXTRATERRITORIAL JURISDICTION (ETJ) AND IN THESE INDUSTRIAL AREAS THAT THE CITY SEEKS TO ANNEX;
THE CITY OF PORT ARTHUR DESIRES TO ANNEX THE PROPERTIES AS DESCRIBED ABOVE THAT ARE LOCATED IN THE EXTRATERRITORIAL JURISDICTION OF THE CITY AS WELL AS THE NECESSARY ADJACENT LAND TO CONNECT THERETO SO THAT THE ANNEXED PROPERTY WILL BE CONTIGUOUS TO THE EXISTING CORPORATE LIMITS AND AT LEAST 1000’ IN WIDTH AS DELINEATED IN THE MAP AND FOLLOWING LEGAL DESCRIPTIONS.
BY ORDER OF THE CITY COUNCIL OF THE CITY OF PORT ARTHUR, TEXAS THIS THE 1ST DAY OF NOVEMBER, 2016.
DERRICK FREEMAN, MAYOR
ATTEST:
SHERRI BELLARD, CITY SECRETARY
PUBLICATION DATES: November 2, 2016 and November 9, 2016
The Maps and Legal Descriptions are not to scale. A full legal description and maps are available for review in the City Secretary’s Office at: 444 4th Street, Room 430, Port Arthur, Texas, 77640.
way line of said FM Highway 366, a distance of 191.45’ to a brass disc in concrete found for corner; having a State Plane Coordinate of N: 13928182.55, E: 3587414.11;
THENCE, North 53 deg., 21 min., 30 sec., West, continuing on the East right of way line of said FM Highway 366, a distance of 4644.07’ to the POINT OF BEGINNING and containing 13.20 acres of land, more or less.
SAVE & EXCEPT those portions of land and water which already lie within the corporate limits of the City of Port Arthur per Ordinance No. 2504.
City of Port ArthurLS-16-0833-A
CHEVRON PHILLIPS CHEMICAL COMPANY LP
The property owned and operated by Chevron Phillips Chemical Company LP., as described in Resolution 13-621 and all land that is contiguous to the boundaries of the City of Port Arthur are depicted in the map and legal description in substantially the same form as listed below. Including but not limited to property owned by Premcor.
BASF (OLD SANDOZ)
490.5 ACRES OF LANDOUT OF THE WM. N. SIGLER SURVEY, ABSTRACT NO. 48, JEFFERSON COUNTY, TEXAS
BEING 490.5 acres of land out of and a part of the Wm. N. Sigler Survey, Abstract No. 48, Jefferson County, Texas; being the same land BASF Corporation, Tract I (Called 200) acres and Tract II (Called 290.5) acres, recorded in File No. 9639343, Official Public Records, Jefferson County, Texas; said 490.5 acre tract being more fully described by metes and bounds as follows, to wit:
BEGINNING at a 1” steel pipe found on the intersection of the West right of way line of a dedicated road named West Port Arthur Road (a.k.a. Spur 93) and the South line of a (Called 41.35) acre tract of land conveyed to Socony Mobil Oil Company, Inc., recorded in Volume 1255, Page 168, Deed Records, Jefferson County, Texas; said l” steel pipe being the most Easterly Northeast comer of the herein described tract; having a State Plane Coordinate of N: 13934487.51, E: 3534018.71;
THENCE, South 30 deg., 57 min., 34 sec., East (Called South 27 deg., 30 min., 00 sec., East), on the West right of way line of said West Port Arthur Road, a distance of 3363.07’ to a 1/2” steel rod, capped and marked “SOUTEX”, set for the most Northerly comer of a (Called 0.0122) acre tract of land conveyed to Jefferson County, recorded in File No. 9631255, Official Public Records, Jefferson County, Texas; said 1/2” steel rod having a State Plane Coordinate of N: 13931603.58, E: 3535748.78;
THENCE, South 28 deg., 19 min., 46 sec., East (Called South 28 deg., 26 min., 21 sec., East), continuing of the West right of way line of said West Port Arthur Road, a distance of 155.02’ (Called 154.68’) to a 3/8” steel rod found for the most Southerly comer of the (Called 0.0122) acre tract on the North line of a (Called 49.2591) acre tract of land conveyed to Roy L. Breaux, recorded in File No. 9902260, Official Public Records, Jefferson County, Texas; said 3/8” steel rod being the Southeast comer of the herein described tract; having a State Plane Coordinate of N: 13931467.13, E: 3535822.34; from which a TxDOT monument with a brass disc found bears South 28 deg., 24 min., 51 sec., East (Called South 28 deg., 26 min., 21 sec., East), a distance of 304.66’ (Called 305.08’); having a State Plane Coordinate of N: 13931199.17, E: 3535967.31;
THENCE, South 86 deg., 26 min., 17 sec., West (Called South 89 deg., 53 min., 46 sec., West), on the North line of the (Called 49.2591) acre tract and the North line of a (Called 174.00) acre tract of land conveyed to Roy L. Breaux, Jr., recorded in Volume 2001, Page 105, Deed Records, Jefferson County, Texas, a distance of 6881.72’ (Called 6882.41’) to a 11/2” steel pipe found for the Northwest comer of the (Called 174.00) acre tract on the East right of way line of a dedicated road named Hebert Road ( closed to the public by Commissioners Court resolution dated 6/6/1994); said 11/2” steel pipe being the Southwest corner of the herein described tract; having a State Plane Coordinate of N: 13931039.57, E: 3528953.92;
THENCE, North 03 deg., 28 min., 57 sec., West (Called North 00 deg., 01 min., 23 sec., West), on the East right of way line of said Hebert Road, a distance of3766.18’ (Called 3766.54’) to a 11/2” steel pipe found for the Southwest comer of a (Called 9.003) acre tract of land conveyed to Gary W. Collins, recorded in Film Code 103-29-2426, Official Public Records, Jefferson County, Texas; said 1
1/2” steel pipe being the Northwest comer of the herein described tract; having a State Plane Coordinate of N : 13934798.79, E: 3528725.14;
THENCE, North 81 deg., 15 min., 55 sec., East (Called North 84 deg., 43 min., 29 sec., East), on the South line of the (Called 9.003) acre tract and the South line of a (Called 90.00) acre tract of land conveyed to GAN. Mcfaddin and Jean W. Mcfaddin, recorded in File No. 2008017329, Official Public Records, Jefferson County, Texas, a distance of 2890.31’ (Called 2890.35’) to a 1/2” steel rod, capped and marked “SOUTEX”, set for the Southeast comer of the (Called 90.00) acre tract on the West line of the (Called 41.35) acre tract; said 1/2” steel rod being the most Northerly Northeast comer of the herein described tract;
THENCE, South 23 deg., 27 min., 03 sec., East (Called South 19 deg., 59 min., 29 sec., East), on the West line of the (Called 41.35) acre tract, a distance of 952.73’ (Called 952.91’) to a 5/8” steel rod found for the Southwest comer of the (Called 41.35) acre tract; said 5/8” steel rod being an interior comer of the herein described tract; having a State Plane Coordinate of N: 13934363.68, E: 3531961.08;
THENCE, North 86 deg., 33 min., 21 sec., East (Called South 89 deg., 59 min., 00 sec., East), on the South line of the (Called 41.35) acre tract, a distance of 2061.35’ (Called 2061.50’) to the POINT OF BEGINNING and containing 490.5 acres of land, more or less.
Note: Bearings, distances, coordinates and acreage given are based on State Plane Coordinate Grid System, Texas-South Central Zone, NAD 83. Scale Factor = 0.999925104. Convergence angle= 02 deg., 25 min., 23 sec., Reference Monument= NOS AJ8221.
This description is based on the Land Survey made by Anthony M. Leger, Registered Professional Land Surveyor No. 5481, on May 15, 2013.
City of Port ArthurLS-13-0222A
CHEVRON USA
The property owned and operated by Chevron USA as described in Resolution 13-622 and all land that is contiguous to the boundaries of the City of Port Arthur are depicted in the map and legal descriptionin substantially the same form as listed below. Including but not limited to property owned by Premcor.
FLINT HILLS RESOURCES PORT ARTHUR, LLC (FHR PA)
424.7± ACRES OF LAND AND WATERPART OF BLOCK 7, RANGE “M”, BLOCKS 6 & 7, RANGE “N”,BLOCKS 6 & 7, RANGE “O”, & BLOCKS 6 & 7, RANGE “P”PORT ARTHUR LAND COMPANY SUBDIVISION,JEFFERSON COUNTY, TEXAS
BEING 424.7± acres of land and water, part of Block 7, Range “M”, Blocks 6 & 7, Range “N”, Blocks 6 & 7, Range “O”, and Block 6 & 7, Range “P”, Port Arthur Land Company Subdivision, recorded in Volume 1, Page 22, Map Records, Jefferson County, Texas; being all of that (Called 9.373) acre tract of land con-veyed to Motiva Enterprises LLC, recorded in File No. 9840877, Official Public Records, Jefferson County, Texas, and all of those (Called 209.466, 34.794, 94.881, & 76.207) acre tracts of land conveyed to Flint Hills Resources, LP, recorded in File
No. 2007043283, Official Public Records, Jefferson County, Texas; said 424.7± acre tract being more fully described by metes and bounds asfollows, to wit:
Note: This document was prepared under 22 TAC §663.21, does not reflect the results of an on the ground survey, and is not to be used to convey or establish interests in real property except those rights and interests implied or established by the creation or reconfiguration of the boundary of the political subdivision for which it was prepared.
BEGINNING at a point for corner on the intersection of the Southeast right of way line of State Highway 73 and the Southwest right of way line of Savannah Avenue, also known as TX-Spur 215, same being the present city limit line of the City of Port Arthur as described in Ordinance No. 75-78, for the most Northerly corner of the (Called 9.373) acre tract, and the most Northerly corner of the herein described tract;
THENCE, (Called South 53 deg., 26 min., 12 sec., East), on the Southwest right of way line of said Savannah Avenue, a distance of (Called 256.83’) to a point for corner, being the most Easterly corner of the (Called 9.373) acre tract, and the most Northerly corner of the (Called 34.794) acre tract;
THENCE, (Called South 50 deg., 57 min., 19 sec., East), continuing on the South-west right of way line of said Savannah Avenue, a distance of (Called 2.67’) to a point for corner;
THENCE, (Called South 62 deg., 53 min., 56 sec., East), continuing on the South-west right of way line of said Savannah Avenue, a distance of (Called 144.94’) to a point for corner;
THENCE, (Called South 50 deg., 56 min., 42 sec., East), continuing on the South-west right of way line of said Savannah Avenue, a distance of (Called 470.99’) to a point for corner, being the most Northerly common corner of the (Called 34.794 and 209.466) acre tracts;
THENCE, (Called South 50 deg., 57 min., 26 sec., East), continuing on the South-west right of way line of said Savannah Avenue, a distance of (Called 72.99’) to a point for corner;
THENCE, (Called South 50 deg., 56 min., 37 sec., East), continuing on the South-west right of way line of said Savannah Avenue, a distance of (Called 381.11’) to a point for corner, being the most Easterly corner of the (Called 209.466) acre tract;
THENCE, (Called South 38 deg., 53 min., 42 sec., West), a distance of (Called 106.78’) to a point for corner;
THENCE, (Called North 49 deg., 32 min., 17 sec., West), a distance of (Called 112.12’) to a point for corner;
THENCE, (Called North 88 deg., 23 min., 40 sec., West), a distance of (Called 134.95’) to a point for corner;
THENCE, (Called South 42 deg., 23 min., 12 sec., West), a distance of (Called 97.57’) to a point for corner;
THENCE, (Called North 50 deg., 52 min., 42 sec., West), a distance of (Called 75.00’) to a point for corner;
THENCE, (Called South 66 deg., 23 min., 55 sec., West), a distance of (Called 80.10’) to a point for corner;
THENCE, (Called South 39 deg., 03 min., 59 sec., West), a distance of (Called 772.35’) to a point for corner;
THENCE, (Called South 40 deg., 33 min., 20 sec., West), a distance of (Called 745.03’) to a point for corner;
THENCE, (Called South 50 deg., 37 min., 54 sec., East), a distance of (Called 1110.20’) to a point for corner;
THENCE, (Called South 38 deg., 59 min., 16 sec., West), a distance of 758.60’± to a point for corner for the most Northerly corner of the (Called 76.207) acre tract;
THENCE, (Called South 50 deg., 07 min., 24 sec., East), a distance of (Called 903.84’) to a point for corner;
THENCE, (Called South 32 deg., 42 min., 46 sec., East), a distance of (Called 752.56’) to a point for corner, for the most Easterly corner of the (Called 76.207) acre tract, and the most Easterly corner of the herein described tract;
THENCE, (Called South 62 deg., 26 min., 00 sec., West), a distance of (Called 403.98’) to a point for corner;
THENCE, (Called South 25 deg., 07 min., 41 sec., East), a distance of (Called 120.90’) to a point for corner;
THENCE, (Called South 01 deg., 02 min., 59 sec., East), a distance of (Called 145.04’) to a point for corner;
THENCE, (Called South 42 deg., 29 min., 00 sec., West), a distance of (Called 325.19’) to a point for corner;
THENCE, (Called South 30 deg., 07 min., 22 sec., West), a distance of (Called 204.17’) to a point for corner;
THENCE, (Called South 73 deg., 27 min., 41 sec., West), a distance of (Called 164.37’) to a point for corner;
THENCE, (Called South 65 deg., 46 min., 33 sec., West), a distance of (Called 665.15’) to a point for corner;
THENCE, (Called South 72 deg., 54 min., 25 sec., West), a distance of (Called 518.37’) to a point for corner;
THENCE, (Called North 50 deg., 25 min., 51 sec., West), a distance of (Called 915.58’) to a point for corner on the Southeast line of the (Called 209.466) acre tract;
THENCE, (Called South 39 deg., 07 min., 54 sec., West), on the Southeasterly line of the (Called 209.466) acre tract, a distance of 40.36’± to a point for corner for the most Northerly corner of the (Called 94.881) acre tract;
THENCE, (Called South 50 deg., 46 min., 21 sec., East), a distance of (Called 1014.30’) to a point for corner being the most Easterly corner of the (Called 94.881) acre tract;
THENCE, (Called South 39 deg., 44 min., 29 sec., West), a distance of (Called 546.95’) to a point for corner;
THENCE, (Called South 79 deg., 19 min., 37 sec., West), a distance of (Called 152.17’) to a point for corner;
THENCE, (Called South 39 deg., 00 min., 42 sec., West), a distance of (Called 388.82’) to a point for corner;
THENCE, (Called South 06 deg., 06 min., 07 sec., West), a distance of (Called 183.70’) to a point for corner;
THENCE, (Called South 40 deg., 00 min., 32 sec., West), a distance of (Called 89.73’) to a point for corner;
THENCE, (Called South 39 deg., 18 min., 56 sec., West), a distance of (Called 2863.23’) to a point for corner being the most Southerly corner of the (Called 94.881) acre tract, and the most Southerly corner of the herein described tract;
THENCE, (Called North 50 deg., 23 min., 14 sec., West), a distance of (Called 1001.09’) to a point for corner being the most Westerly corner of the (Called 94.881) acre tract;
THENCE, (Called North 39 deg., 07 min., 54 sec., East), a distance of (Called 2857.28’) to a point for corner;
THENCE, (Called North 39 deg., 07 min., 54 sec., East), a distance of (Called 39.85’) to a point for corner being the most Southerly corner of the (Called 209.466) acre tract;
THENCE, (Called North 50 deg., 28 min., 45 sec., West), a distance of (Called 347.35’) to a point for corner;
THENCE, (Called North 39 deg., 10 min., 27 sec., East), a distance of (Called 107.92’) to a point for corner;
THENCE, (Called North 51 deg., 44 min., 48 sec., West), a distance of (Called 190.50’) to a point for corner;
THENCE, (Called North 39 deg., 12 min., 22 sec., East), a distance of (Called 1000.74’) to a point for corner;
THENCE, (Called North 51 deg., 19 min., 35 sec., West), a distance of (Called 308.19’) to a point for corner;
THENCE, (Called North 38 deg., 55 min., 56 sec., East), a distance of (Called 92.29’) to a point for corner;
THENCE, (Called North 50 deg., 50 min., 51 sec., West), a distance of (Called 56.76’) to a point for corner;
THENCE, (Called North 38 deg., 32 min., 59 sec., East), a distance of (Called 6.19’) to a point for corner;
THENCE, (Called North 50 deg., 50 min., 23 sec., West), a distance of (Called 154.20’) to a point for corner;
THENCE, (Called South 40 deg., 07 min., 38 sec., West), a distance of (Called 37.17’) to a point for corner;
THENCE, on the arc of a curve to the right, having a radius of (Called 287.78’), a chord bearing of (Called North 89 deg., 26 min., 55 sec., West), a chord distance of (Called 100.72’), an arc length of (Called 101.24’) to a point for corner;
THENCE, (Called North 49 deg., 58 min., 52 sec., West), a distance of (Called 106.21’) to a point for corner;
THENCE, (Called North 38 deg., 58 min., 32 sec., East), a distance of (Called 203.22’) to a point for corner;
THENCE, (Called North 50 deg., 18 min., 48 sec., West), a distance of (Called 703.30’) to a point for corner;
THENCE, (Called South 03 deg., 07 min., 25 sec., West), a distance of (Called 37.88’) to a point for corner;
THENCE, (Called South 22 deg., 07 min., 46 sec., West), a distance of (Called 30.94’) to a point for corner;
THENCE, (Called South 11 deg., 39 min., 02 sec., West), a distance of (Called 27.26’) to a point for corner;
THENCE, (Called South 05 deg., 28 min., 40 sec., East), a distance of (Called
28.69’) to a point for corner;
THENCE, (Called South 18 deg., 44 min., 11 sec., East), a distance of (Called 24.93’) to a point for corner;
THENCE, (Called South 26 deg., 53 min., 08 sec., East), a distance of (Called 45.02’) to a point for corner;
THENCE, (Called South 23 deg., 19 min., 47 sec., East), a distance of (Called 49.91’) to a point for corner;
THENCE, (Called South 03 deg., 14 min., 44 sec., West), a distance of (Called 28.50’) to a point for corner;
THENCE, (Called South 29 deg., 02 min., 39 sec., West), a distance of (Called 20.85’) to a point for corner;
THENCE, (Called South 45 deg., 50 min., 58 sec., West), a distance of (Called 58.61’) to a point for corner;
THENCE, (Called North 77 deg., 11 min., 45 sec., West), a distance of (Called 138.98’) to a point for corner;
THENCE, (Called North 81 deg., 06 min., 05 sec., West), a distance of (Called 33.93’) to a point for corner;
THENCE, (Called North 85 deg., 15 min., 39 sec., West), a distance of (Called 29.03’) to a point for corner;
THENCE, (Called North 89 deg., 13 min., 13 sec., West), a distance of (Called 29.65’) to a point for corner;
THENCE, (Called South 89 deg., 09 min., 31 sec., West), a distance of (Called 28.29’) to a point for corner;
THENCE, (Called South 86 deg., 23 min., 54 sec., West), a distance of (Called 27.03’) to a point for corner;
THENCE, (Called South 83 deg., 31 min., 00 sec., West), a distance of (Called 26.47’) to a point for corner;
THENCE, (Called South 78 deg., 48 min., 03 sec., West), a distance of (Called 27.30’) to a point for corner;
THENCE, (Called South 69 deg., 55 min., 27 sec., West), a distance of (Called 26.64’) to a point for corner;
THENCE, (Called South 39 deg., 06 min., 59 sec., West), a distance of (Called 830.70’) to a point for corner;
THENCE, (Called North 50 deg., 34 min., 34 sec., West), a distance of (Called 62.29’) to a point for corner;
THENCE, (Called North 50 deg., 36 min., 06 sec., West), a distance of (Called 241.68’) to a point for corner on the Southeasterly right of way line of said State Highway 73, for the most Westerly corner of the (Called 209.466) acre tract and the most Westerly corner of the herein described tract;
THENCE, (Called North 39 deg., 09 min., 31 sec., East), on the Southeasterly right of way line of said State Highway 73, a distance of (Called 4484.44’) to a point for corner, for the most Westerly corner of the (Called 9.373) acre tract;
THENCE, (Called North 36 deg., 40 min., 47 sec., East), continuing on the South-easterly right of way line of said State Highway 73, a distance of (Called 1340.36’) to a point for corner;
THENCE, (Called North 45 deg., 00 min., 35 sec., East), continuing on the South-easterly right of way line of said State Highway 73, a distance of (Called 390.30’) to a point for corner;
THENCE, (Called North 81 deg., 34 min., 47 sec., East), continuing on the South-easterly right of way line of said State Highway 73, a distance of (Called 193.85’) to the POINT OF BEGINNING and containing 424.7 acres of land and water, more or less.
SAVE & EXCEPT those portions of land and water which already lie within the corporate limits of the City of Port Arthur per Ordinance No. 98-86.
City of Port ArthurLS-16-0833-B
OXBOW CALCINING, LLC
113.2 ACRES OF LANDOUT OF THE B. C. ARTHUR SURVEY, ABSTRACT NO. 61,THE W. H. THAXTON SURVEY, ABSTRACT NO 831,& THE JOHN BENNETT SURVEY, ABSTRACT NO. 70,CITY OF PORT ARTHUR,JEFFERSON COUNTY, TEXAS
BEING 113.2 acres of land out of and a part of the B. C. Arthur Survey, Abstract No. 61, the W. H. Thaxton Survey, Abstract No. 831 and the John Bennett Survey, Abstract No. 70, City of Port Arthur, Jefferson County, Texas; being the same land described in Amended and Restated Memorandum of Lease between the Kansas City Southern Railway Company and Great Lakes Carbon, LLC, recorded in File No. 2004033339, Official Public Records, Jefferson County, Texas and a portion of an abandoned roadway known as Coke Dock Road, recorded in Film Code 104-81-0396 and File No. 2004030565, Official Public Records, Jefferson County, Texas; said 113.2 acre tract being more fully described by metes and bounds as follows, to wit:
BEGINNING at a point on the intersection of the West line of a 50’ wide roadway easement named Coke Dock Road, recorded in Film Code 101-48-0758, Official Public Records, Jefferson County, Texas and the Southeasterly line of a Kansas City Southern Railway Company right of way as shown in said roadway document; said point being the Northeast corner of the herein described tract; having a State Plane Coordinate of N: 13888791.79’, E: 3566934.08;
THENCE, South 26 deg., 04 min., 19 sec., West, on the West line of said Coke Dock Road, a distance of 813.71’ to a point for corner being an angle point on the Easterly line of the herein described tract;
THENCE, South 26 deg., 43 min., 03 sec., West, continuing on the West line of said Coke Dock Road, a distance of 1346.79’ to a point for corner being the Northeast corner of a (Called 12.390) acre tract of land recorded as Tract 1 to Chevron Phillips Chemical Company, LP, recorded in File No. 2004000578, Official Public Records, Jefferson County, Texas;
THENCE, the following bearings and distances on the perimeter of the (Called 12.390) acre tract:
North 57 deg., 34 min., 52 sec., West, a distance of 450.97’ to a point for corner;South 27 deg., 01 min., 45 sec., West, a distance of 107.86’ to a point for corner;North 57 deg., 47 min., 43 sec., West, a distance of 358.47’ to a point for corner;South 27 deg., 05 min., 48 sec., West, a distance of 409.60’ to a point for corner;South 57 deg., 42 min., 23 sec., East, a distance of 360.30’ to a point for corner;South 26 deg., 50 min., 35 sec., West, a distance of 354.87’ to a point for corner;South 57 deg., 34 min., 47 sec., East, a distance of 453.19’ to a point for corner on the West line of said Coke Dock Road;
THENCE, North 57 deg., 34 min., 08 sec., East, a distance of 50.27’ to a point for corner on the West line of a (Called 7.419) acre tract of land recorded as Tract 2 in said File No. 2004000578, Official Public Records, Jefferson County, Texas;
THENCE, the following bearings and distances on the West line of the (Called 7.419) acre tract:
South 26 deg., 44 min., 09 sec., West, a distance of 170.10’ to a point for corner;South 20 deg., 22 min., 11 sec., East, a distance of 68.21’ to a point for corner;South 65 deg., 22 min., 11 sec., East, a distance of 97.16’ to a point for corner;
South 23 deg., 37 min., 56 sec., West, a distance of 214.97’ to a point for corner;
South 38 deg., 56 min., 11 sec., West, a distance of 169.85’ to a point for corner;South 16 deg., 28 min., 43 sec., East, a distance of 150.65’ to a point for corner;South 08 deg., 39 min., 15 sec., East, a distance of 59.77’ to a point for corner;South 00 deg., 50 min., 01 sec., West, a distance of 80.48’ to a point for corner;
South 08 deg., 25 min., 38 sec., West, a distance of 66.51’ to a point for corner;
South 63 deg., 05 min., 35 sec., East, a distance of 83.05’ to a point for corner;
THENCE, South 63 deg., 24 min., 43 sec., East, a distance of 131.88’ to a point for corner on the (Called common line) of the John Bennett Survey Abstract No. 70
and the B. C. Arthur Survey, Abstract No. 61;
THENCE, South 07 deg., 02 min., 16 sec., West, a distance of 82.94’ to a point
for corner;
THENCE, South 16 deg., 36 min., 09 sec., West, a distance of 102.77’ to a point for corner;
THENCE, South 22 deg., 26 min., 02 sec., East, a distance of 60.90’ to a point for corner;
THENCE, South 59 deg., 42 min., 14 sec., West, a distance of 66.47’ to a point for corner;
THENCE, South 19 deg., 33 min., 27 sec., West, a distance of 38.73’ to a point for corner;
THENCE, South 33 deg., 58 min., 15 sec., West, a distance of 24.32’ to a point for corner;
THENCE, South 57 deg., 37 min., 11 sec., East, a distance of 40.00’ to a point for corner;
THENCE, South 32 deg., 22 min., 52 sec., West, a distance of 52.22’ to a point for corner on the North line of the West Turning Basin; said point for corner being the Southeast corner of the herein described tract; having a State Plane Coordinate of N: 13884626.28, E: 3565601.66;
THENCE, North 57 deg., 37 min., 20 sec., West, on the North line of said West Turning Basin, a distance of 669.59’ to a point for corner;
THENCE, North 57 deg., 37 min., 22 sec., West, on the North line of said West Turning Basin, a distance of 1645.54’ to a point for corner;
THENCE, North 06 deg., 06 min., 47 sec., West, continuing on the North line of said Turning Basin, a distance of 218.40’ to a point for corner;
THENCE, North 14 deg., 58 min., 51 sec., West, continuing on the North line of said Basin, a distance of 355.20’ to a point for corner;
THENCE, North 03 deg., 40 min., 15 sec., West, continuing on the North line of said Basin, a distance of 242.76’ to a point for corner;
THENCE, North 44 deg., 20 min., 29 sec., East, a distance of 119.34’ to a point for corner on the East line of a tract of land conveyed to Clark Refining and Marketing, Inc., recorded in File No. 9505598, Official Public Records, Jefferson County, Texas; said point for corner being the Southwest corner of the herein described tract;
THENCE, the following bearings and distances on the East line of said Clark Refining tract:
North 64 deg., 46 min., 29 sec., East, a distance of 199.30’ to a point for corner;North 76 deg., 15 min., 19 sec., East, a distance of 799.75’ to a point for cornerNorth 61 deg., 52 min., 47 sec., East, a distance of 200.00’ to a point for corner;North 56 deg., 44 min., 20 sec., East, a distance of 201.90’ to a point for corner;North 44 deg., 46 min., 22 sec., East, a distance of 198.10’ to a point for corner;North 32 deg., 32 min., 19 sec., East, a distance of 199.85’ to a point for corner;North 15 deg., 52 min., 42 sec., East, a distance of 200.02’ to a point for corner;North 10 deg., 37 min., 30 sec., East, a distance of 64.31’ to a point for corner;North 13 deg., 29 min., 51 sec., East, a distance of 92.08’ to a point for corner;North 19 deg., 07 min., 03 sec., East, a distance of 103.17’ to a point for corner;North 25 deg., 26 min., 15 sec., East, a distance of 103.90’ to a point for corner;North 34 deg., 28 min., 43 sec., East, a distance of 103.98’ to a point for corner;North 41 deg., 37 min., 37 sec., East, a distance of 103.79’ to a point for corner;North 49 deg., 22 min., 38 sec., East, a distance of 103.98’ to a point for corner;
THENCE, North 57 deg., 41 min., 37 sec., East, a distance of 34.20’ to a point for corner on the Southeasterly right of way line of said Kansas City Southern Railway Company;
THENCE, North 88 deg., 50 min., 38 sec., East, on the Southeasterly right of way line of said Kansas City Southern Railway Company, a distance of 64.26’to a point for corner;
THENCE, North 82 deg., 24 min., 43 sec., East, continuing on the Southeasterly right of way line of said Kansas City Southern Railway Company, a distance of 106.72’ to a point for corner;
THENCE, North 74 deg., 16 min., 46 sec., East, continuing on the Southeasterly right of way line of said Kansas City Southern Railway Company, a distance of 107.40’ to a point for corner;
THENCE, North 69 deg., 23 min., 49 sec., East, continuing on the Southeasterly right of way line of said Kansas City Southern Railway Company, a distance of 1135.11’ to a point for corner;
THENCE, North 67 deg., 58 min., 10 sec., East, continuing on the Southeasterly right of way line of said Kansas City Southern Railway Company, a distance of 51.14’ to the POINT OF BEGINNING and containing 113.2 acres of land, more or less.
Note: Bearings, distances, coordinates and acreage shown are based on State Plane Coordinate Grid System, Texas South-Central Zone, NAD 83. Scale Factor = 0.999906809, Convergence Angle = 02 deg., 28 min., 15 sec. Reference Monument = NGS AJ8221.
Note: This description is based on recorded Deeds and prior surveys made by Soutex Surveyors & Engineers. October 16, 2013.
Oxbow CalciningLS-13-0645RPLS #5481TBPLS #10213800
PRAXAIR, INC.,
(LOCATED ON THE PROPERTY OF
THE MOTIVA REFINERY)
The property owned and operated by Praxair, Inc., with regard to the tract
located at Motiva as described in Resolution 13-624 and all land that is
contiguous to the boundaries of the City of Port Arthur are depicted in the
map and legal description in substantially the same form as listed below.
PRAXAIR, INC.,
(LOCATED ON THE PROPERTY OF
THE VALERO REFINERY)
The property owned and operated by Praxair, Inc., with regard to the tract
located at Premcor / Valero as described in Resolution 13-624 and all land
that is contiguous to the boundaries of the City of Port Arthur are depicted in
the map and legal description in substantially the same form as listed below.
TOTAL PETROCHEMICALS & REFINING AND TOTAL PAR, LLC
TRACT I1,227± ACRES OF LAND AND WATERPART OF BLOCKS 4-6, RANGE “A”, PART OF BLOCKS 4-6, RANGE “Z”,PORT ARTHUR LAND COMPANY SUBDIVISION, PART OF THEBURR & CASWELL SURVEY ABSTRACT NO. 405,THE BURRELL JONES SURVEY ABSTRACT NO. 156,& THE NATHAN GRIGSBY SURVEY ABSTRACT NO. 125JEFFERSON COUNTY, TEXAS
BEING 1227± acres of land and water, part of Lots 1-5 and all of Lots 6-8, Block 4, Range “A”, all of Lots 1-3, part of Lots 4 and 5, and all of Lots 6-8, Block 5, Range “A”, all of Lot 1, part of Lots 2 and 7, and all of Lot 8, Block 6, Range “A”, all of Lots 5 and 6, Block 4, Range “Z”, all of Lots 3-6, Block 5, Range “Z”, and all of Lots 3 and 4, Block 6, Range “Z”, Port Arthur Land Company Subdivision, recorded in Volume 1, Page 22, Map Records, Jefferson County, Texas; part of the Burr & Caswell Survey, Abstract No. 405, the Burrell Jones Survey Abstract No. 156, and the Nathan Grigsby Survey Abstract No. 125, Jefferson County, Texas; said 1227± acre tract being more fully described by metes and bounds as follows, to wit:
Note: This document was prepared under 22 TAC §663.21, does not reflect the results of an on the ground survey, and is not to be used to convey or establish interests in real property except those rights and interests implied or established by the creation or reconfiguration of the boundary of the political subdivision for which it was prepared.Note: Bearings, distances, coordinates and acreage are based on State Plane Coordinate Grid System, Texas South-Central Zone, NAD 83, Epoch 2011, US Survey Feet. Referenced to SmartNet, North America.
COMMENCING at a point being the common corner of Blocks 5 and 6, Range “A” and Blocks 5 and 6, Range “B”, Port Arthur Land Company Subdivision; said point being on the centerline of a dedicated road FM Highway 366;
THENCE, North 36 deg., 38 min., 09 sec., East, on the common line of said Blocks 5 and 6, Range “A”, a distance of 229.64’ to a brass disc in concrete, found for the POINT OF BEGINNING on the intersection of the East line of a 50’ wide KCS Railroad right of way and the South right of way line of a dedicated road named 32nd Street; having a State Plane Coordinate of N: 13931090.09, E: 3583789.32;
THENCE, North 36 deg., 38 min., 09 sec., East, on the South right of way line of said 32nd Street, a distance of 1305.06’ to a point for corner on the intersection of the South right of way line of said 32nd Street and the centerline of a dedicated road named Grandview Avenue; from which a brass disc in concrete, found for reference point, bears North 36 deg., 38 min., 09 sec., East, a distance of 30.71’;
THENCE, North 53 deg., 21 min., 05 sec., West, on the centerline of said Grandview Avenue, a distance of 2637.78’ to a ½” steel rod in concrete, found for corner, on the intersection of the centerline of said Grandview Avenue and the centerline of a dedicated road name 39th Street;
THENCE, North 38 deg., 30 min., 11 sec., East, a distance of 210.30’ to a brass disc in concrete found for corner;
THENCE, North 79 deg., 02 min., 48 sec., East, a distance of 334.39’ to a brass disc in concrete found for corner;
THENCE, North 89 deg., 48 min., 48 sec., East, a distance of 305.81’ to a brass disc in concrete found for corner;
THENCE, North 57 deg., 46 min., 51 sec., East, a distance of 112.34’ to a brass disc in concrete found for corner;
THENCE, North 73 deg., 47 min., 40 sec., East, a distance of 677.47’ to a brass disc in concrete found for corner;
THENCE, North 73 deg., 47 min., 40 sec., East, a distance of 120.34’ to a brass disc in concrete found for corner;
THENCE, North 54 deg., 53 min., 13 sec., East, a distance of 304.02’ to a brass disc in concrete found for corner;
THENCE, North 33 deg., 32 min., 28 sec., East, a distance of 376.85’ to a brass disc in concrete found for corner;
THENCE, North 09 deg., 10 min., 39 sec., East, a distance of 216.22’ to a brass disc in concrete found for corner;
THENCE, North 00 deg., 19 min., 04 sec., East, a distance of 161.60’ to a brass disc in concrete found for corner;
THENCE, North 10 deg., 33 min., 45 sec., East, a distance of 184.18’ to a 3” steel pipe in concrete found for corner;
THENCE, North 79 deg., 41 min., 55 sec., East, a distance of 186.22’ to a brass disc in concrete found for corner;
THENCE, South 78 deg., 20 min., 48 sec., East, a distance of 288.51’ to a brass disc in concrete found for corner;
THENCE, South 45 deg., 23 min., 38 sec., East, a distance of 118.85’ to a brass disc set in concrete for corner;
THENCE, South 37 deg., 48 min., 03 sec., East, a distance of 97.21’ to a ½” steel pipe found for corner;
THENCE, North 85 deg., 48 min., 13 sec., East, a distance of 698.13’ passing a ½” steel pipe found for reference point; continuing for a total distance of 713.57’ to a brass disc in concrete found for corner;
THENCE, North 12 deg., 58 min., 09 sec., East, a distance of 4452.25’± to a point for corner on the present city limits line of the City of Port Arthur as described in Ordinance No. 2738;
THENCE, in an Easterly direction, following the meanders of the present city limit line of the City of Port Arthur as described in Ordinance No. 2738, to a point for corner on the apparent West right of way line of State Highway 87;
THENCE, South 05 deg., 47 min., 09 sec., West, on the apparent West right of way line of State Highway 87, a distance of 386.13’± to a point for corner;
THENCE, South 11 deg., 53 min., 10 sec., West, a distance of 43.78’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, North 85 deg., 48 min., 50 sec., West, a distance of 59.62’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 12 deg., 19 min., 21 sec., West, a distance of 268.04’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 12 deg., 21 min., 33 sec., West, a distance of 1224.08’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 42 deg., 56 min., 09 sec., West, a distance of 6.70’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 13 deg., 43 min., 47 sec., West, a distance of 198.59’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 06 deg., 43 min., 57 sec., West, a distance of 47.15’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 12 deg., 30 min., 31 sec., West, a distance of 144.15’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 83 deg., 01 min., 30 sec., East, a distance of 3.93’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 12 deg., 21 min., 33 sec., West, a distance of 548.28’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 77 deg., 29 min., 30 sec., East, a distance of 7.98’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 16 deg., 26 min., 49 sec., West, a distance of 288.04’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 11 deg., 34 min., 55 sec., West, a distance of 297.90’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 10 deg., 00 min., 01 sec., West, a distance of 119.35’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 12 deg., 12 min., 33 sec., West, a distance of 241.57’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 82 deg., 35 min., 29 sec., East, a distance of 53.19’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 12 deg., 30 min., 31 sec., West, a distance of 60.20’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, North 82 deg., 38 min., 17 sec., West, a distance of 52.88’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 12 deg., 12 min., 33 sec., West, a distance of 149.93’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 82 deg., 38 min., 17 sec., East, a distance of 52.09’ to a ½” steel rod, capped and marked “SOUTEX”, found for corner;
THENCE, South 12 deg., 30 min., 34 sec., West, a distance of 4672.92’ to a brass disc in concrete found for corner on the North right of way line of a dedicated road name State Highway 87;
THENCE, South 36 deg., 38 min., 09 sec., West, on the North right of way line of said State Highway 87, a distance of 1962.99’ to a brass disc in concrete found for corner;
THENCE, South 40 deg., 22 min., 29 sec., West, on the North right of way line of said State Highway 87, a distance of 602.61’ to a brass disc in concrete found for corner;
THENCE, South 36 deg., 42 min., 20 sec., West, continuing on the North right of way line of said State Highway 87, a distance of 520.97’ to a brass disc in concrete, found for corner, on the intersection of the North right of way line of said State Highway 87 and the East right of way line of said KCS Railroad;
THENCE, on the East right of way line of said KCS Railroad, on the arc of a curve to the left having a radius of 979.93’, an arc length of 347.36’, a chord bearing of North 43 deg., 10 min., 24 sec., West, a chord distance of 345.55’ to a brass disc in concrete found for corner; having a State Plane Coordinate of N: 13928387.27, E: 3587423.90;
THENCE, North 53 deg., 21 min., 51 sec., West, continuing of the East right of way line of said KCS Railroad, a distance of 4529.40’ to the POINT OF BEGINNING and containing 1,227 acres of land and water, more or less.
SAVE & EXCEPT those portions of land and water which already lie within the corporate limits of the City of Port Arthur per Ordinance Nos. 1692, 71-74, and 75-79.
TRACT II13.20 ACRES OF LANDPART OF BLOCKS 4 & 5, RANGE “A”PORT ARTHUR LAND COMPANY SUBDIVISIONJEFFERSON COUNTY, TEXAS
BEING 13.20 acres of land, part of Lots 4 and 5, Block 4, Range “A” and part of Lots 4 and 5, Block 5, Range “A”, Port Arthur Land Company Subdivision, recorded in Volume 1, Page 22, Map Records, Jefferson County, Texas; said 13.20-acre tract being more fully described by metes and bounds as follows, to wit:
Note: This document was prepared under 22 TAC §663.21, does not reflect the results of an on the ground survey, and is not to be used to convey or establish
interests in real property except those rights and interests implied or established by the creation or reconfiguration of the boundary of the political subdivision for which it was prepared.
Note: Bearings, distances, coordinates and acreage are based on State Plane
Coordinate Grid System, Texas South-Central Zone, NAD 83, Epoch 2011, US Survey Feet. Referenced to SmartNet, North America.COMMENCING at a point being the common corner of Blocks 5 and 6, Range
“A” and Blocks 5 and 6, Range “B”, Port Arthur Land Company Subdivision; said point being on the centerline of a dedicated road FM Highway 366;
THENCE, North 36 deg., 38 min., 09 sec., East, on the common line of
said Blocks 5 and 6, Range “A”, a distance of (Called 60.00’) to a brass disc in concrete found for the POINT OF BEGINNING on the intersection of the
East right of way line of said FM Highway 366 and the South right of way line of a dedicated road name 32nd Street; having a State Plane Coordinate of N:
13930954.18, E: 3583687.79;
THENCE, North 36 deg., 38 min., 09 sec., East, on the South right of way line of said 32nd Street a distance of 120.00’ to a brass disc set in concrete on the
intersection of the South right of way line of said 32nd Street and the West line of a 50’ wide KCS Railroad right of way;
THENCE, South 53 deg., 21 min., 51 sec., East, on the West right of way line
of said KCS Railroad, a distance of 4530.07’ to a brass disc in concrete found for point of curvature to the right;
THENCE, continuing on the West right of way line of said KCS Railroad, on the
arc of a curve to the right having a radius of 929.93’, an arc length of 348.07’, a chord bearing of South 42 deg., 34 min., 54 sec., East, a chord distance of 346.05’
to a brass disc in concrete found on the intersection of the West right of way line of said KCS Railroad, the North right of way line of a dedicated road name State
Highway 87, and the East right of way line of said FM Highway 366;
THENCE, South 81 deg., 38 min., 09 sec., West, on the East right of way line of said FM Highway 366, a distance of 50.28’ to a brass disc in concrete found
for corner;
THENCE, North 59 deg., 24 min., 51 sec., West, continuing on the East right of way line of said FM Highway 366, a distance of 191.45’ to a brass disc in
concrete found for corner; having a State Plane Coordinate of N: 13928182.55, E: 3587414.11;
THENCE, North 53 deg., 21 min., 30 sec., West, continuing on the East right
of way line of said FM Highway 366, a distance of 4644.07’ to the POINT OF BEGINNING and containing 13.20 acres of land, more or less.
SAVE & EXCEPT those portions of land and water which already lie within the
corporate limits of the City of Port Arthur per Ordinance No. 2504.
City of Port ArthurLS-16-0833-A
VEOLIA ES TECHNICAL SOLUTIONS, LLC
TRACT I1450± ACRES OF LAND AND WATER,PART OF THE E. BROUSSARD SURVEY, T.&N.O.R.R. SECTION 288, ABSTRACT NO. 458, & THE T.&N.O.R.R. SECTION 285, ABSTRACT NO. 321, & ALL OF THE E. BROUSSARD SURVEY, T&N.O.R.R. SECTION 286, ABSTRACT NO. 457, THE C. BROUSSARD SURVEY, ABSTRACT NO. 388,& THE E. BROUSSARD SURVEY, ABSTRACT NO. 387,JEFFERSON COUNTY, TEXASALSO APPLICABLE TO ANY PROPERTY ON THISTRACT OWNED BY: ONYX ENVIRONMENTAL SERVICES ANDCHEMICAL WASTE MANAGEMENT, INC.
BEING 1450± acres of land and water, part of the E. Broussard Survey, T.&N.O.R.R. Section 288, Abstract No. 458, and the T.&N.O.R.R. Section 285, Abstract No. 321, and all of the E. Broussard Survey, T&N.O.R.R. Section 286, Abstract No. 457, the C. Broussard Survey, Abstract No. 388, and the E. Broussard Survey, Abstract No. 387, Jefferson County, Texas; being a portion State Highway 73, and all of those (Called 648.628, 441.752, and 322.212) acre tracts of land conveyed to Onyx Environmental Services, L.L.C., and all of those (Called 285.213, and 2.010) acre tracts of land saved and excepted by Chemical Waste Management, Inc, recorded in File No. 2002025155, Official Public Records, Jefferson County, Texas; said 1450± acre tract being more fully described by metes and bounds as follows, to wit:
Note: This document was prepared under 22 TAC §663.21, does not reflect the
results of an on the ground survey, and is not to be used to convey or establish
interests in real property except those rights and interests implied or established
by the creation or reconfiguration of the boundary of the political subdivision for
which it was prepared.
BEGINNING at the Northwest corner of Abstract No. 457, being the Northwest corner of the (Called 648.628) acre tract, and the Northwest corner of the herein described tract;
THENCE, (Called North 87 deg., 10 min., 27 sec., East), on the North line of said Abstract No. 457, a distance of (Called 5319.05’) to a point for corner, being the Northeast corner of the (Called 648.628) acre tract, the Northeast corner of said Abstract No. 457, and the Northeast corner of the herein described tract;
THENCE, (Called South 02 deg., 43 min., 43 sec., East), on the East line of said Abstract No. 457, a distance of (Called 4669.32’) to a point on the North right of way line of State Highway 73, for the Southeast corner of the (Called 648.628) acre tract;
THENCE, in a Southeasterly direction, continuing on the East line of said Abstract No. 457, crossing said State Highway 73, a distance of 317.04’± to a point on the South right of way line of State Highway 73, for the most Northerly corner of the (Called 441.752) acre tract;
THENCE, (Called South 04 deg., 04 min., 40 sec., East), on the most Northerly East line of the (Called 441.752) acre tract, and the East line of said Abstract No. 457, a distance of (Called 128.91’) to a point for corner;
THENCE, (Called North 87 deg., 11 min., 45 sec., East), a distance of (Called 2457.07’) to a point for corner, being the Northeast corner of the (Called 441.752) acre tract;
THENCE, (Called South 02 deg., 43 min., 18 sec., East), a distance of (Called 2834.34’) to a point for corner on the North line of Abstract No. 458, same being the North line of the (Called 322.212) acre tract, for the Southeast corner of the (Called 441.752) acre tract;
THENCE, (Called North 87 deg., 11 min., 22 sec., East), on the North line of said Abstract No. 458, a distance of 2108.99’± to a point for the Northeast corner of said Abstract No. 458, same being the Northeast corner of the (Called 322.212) acre tract;
THENCE, (Called South 02 deg., 43 min., 11 sec., East), on the East line of said Abstract No. 458, a distance of (Called 2648.33’) to a point for the Southeast corner of the (Called 322.212) acre tract, and the Southeast corner of the herein described tract;
THENCE, (Called South 87 deg., 11 min., 30 sec., West), on the South line of the (Called 322.212) acre tract, a distance of (Called 5300.33’) to a point on the West line of said Abstract No. 458, for the Southwest corner of the (Called 322.212) acre tract, and the most Southerly Southwest corner of the herein described tract;
THENCE, (Called North 02 deg., 42 min., 19 sec., West), on the West line of the (Called 322.212) acre tract, and the West line of said Abstract No. 458, a distance of (Called 2648.13’) to a point on the South line of Abstract No. 387, and the South line of the (Called 441.752) for the Northwest corner of the (Called 322.212) acre tract, and the Northwest corner of said Abstract No. 458;
THENCE, (Called South 87 deg., 11 min., 14 sec., West), on the South line of the (Called 441.752) acre tract, and the South line of Abstract Nos. 387 & 388,a distance of (Called 4556.24’) to a point on the East line of Abstract No. 447, for the Southwest corner of the (Called 441.752) acre tract, the Southwest corner of Abstract No. 388, and the most Westerly Southwest corner of the herein described tract;
THENCE, (Called North 02 deg., 56 min., 53 sec., West), on the West line of the (Called 441.752) acre tract, and the West line of said Abstract No. 388, a distance of (Called 1674.37’) to a point on the South right of way line of State Highway 73, for the Northwest corner of the (Called 441.752) acre tract;
THENCE, in a Northwesterly direction, continuing on the West line of said Abstract No. 388, crossing said State Highway 73, a distance of 308.59’± to a point on the North right of way line of said State Highway 73, for the Southwest corner of the (Called 648.628) acre tract;
THENCE, (Called North 02 deg., 57 min., 38 sec., West), on the West line of the (Called 648.628) acre tract, and the West line of said Abstract Nos. 388 & 457, a distance of (Called 5299.59’) to the POINT OF BEGINNING and containing 1450 acres of land and water, more or less.
SAVE & EXCEPT those portions of land and water which already lie within the corporate limits of the City of Port Arthur per Ordinance No. 03-057.
TRACT II1506± ACRES OF LAND AND WATER,PART OF THE H. DECROW SURVEY, ABSTRACT NO. 113,THE N.W. SMITH SURVEY, ABSTRACT NO. 201,THE T&N.O.R.R. SECTION 283, ABSTRACT NO. 320,THE T. BROUSSARD SURVEY, T&N.O.R.R. SECTION 284, ABSTRACT NO. 448,THE W. RUTLEDGE SURVEY, ABSTRACT NO. 467,& THE N. GRIMES SURVEY, ABSTRACT NO. 860,JEFFERSON COUNTY, TEXASALSO APPLICABLE TO ANY PROPERTY ON THISTRACT OWNED BY: ONYX ENVIRONMENTAL SERVICES
BEING 1506± acres of land and water, part of the H. Decrow Survey, Abstract No. 113, the N.W. Smith Survey, Abstract No. 201, the T&N.O.R.R. Section 283, Abstract No. 320, the T. Broussard Survey, T&N.O.R.R. Section 284, Abstract No. 448, the W. Rutledge Survey, Abstract No. 467, & the N. Grimes Survey, Abstract No. 860, Jefferson County, Texas; being a portion State Highway 73, and all of those (Called 1417.369, and 80.00) acre tracts of land conveyed to Onyx Environmental Services, L.L.C., recorded in File No. 2002024493, Official Public Records, Jefferson County, Texas; said 1506± acre tract being more fully described by metes and bounds as follows, to wit:
Note: This document was prepared under 22 TAC §663.21, does not reflect the results of an on the ground survey, and is not to be used to convey or establish interests in real property except those rights and interests implied or established by the creation or reconfiguration of the boundary of the political subdivision for which it was prepared.
BEGINNING at the Northwest corner of Abstract No. 448, same being the Southwest corner of Abstract No. 113;
THENCE, (Called North 02 deg., 52 min., 22 sec., West), on the West line of said Abstract No. 113, a distance of (Called 353.27’) to a point for corner on the South right of way line of State Highway 73, for the most Westerly corner of the (Called 1417.369) acre tract;
THENCE, in a Northwesterly direction, crossing said State Highway 73, a distance of 325.00’± to a point on its North right of way line, same being the present city limit line of the City of Port Arthur, per Ordinance No. 97-23, for the most Westerly corner of the herein described tract;
THENCE, the following bearings and distances on the North right of way line of State Highway 73, as described in Volume 1584, Page 77, Deed Records, Jefferson County, Texas, same being the present city limit line of the City of Port Arthur, to points for corner;
(Called North 48 deg., 27 min., 18 sec., East), 6108.23’±; (Called North 31 deg., 45 min., 21 sec., East), (Called 469.81’); (Called North 48 deg., 27 min., 18 sec., East), (Called 510.00’); (Called North 63 deg., 58 min., 45 sec., East), (Called 467.04’); (Called North 48 deg., 27 min., 18 sec., East), 319.77’±;
THENCE, in a Southeasterly direction, crossing said State Highway 73, a distance of 350.00’± to a point for corner on the South right of way line of said State Highway 73, for the most Westerly corner of a (Called 4.279) acre tract of land conveyed to XL Trucking, LLC, recorded in File No. 2008002894, Official Public Records, Jefferson County, Texas;
THENCE, (Called South 41 deg., 32 min., 42 sec., East), on the Southwesterly line of the (Called 4.279) acre tract, a distance of (Called 178.70’) to a point for its most Southerly corner;
THENCE, (Called North 48 deg., 27 min., 18 sec., East), a distance of (Called 417.42’) to a point for corner;
THENCE, (Called North 41 deg., 32 min., 42 sec., West), a distance of (Called 88.71’) to a point for corner;
THENCE, (Called North 48 deg., 27 min., 18 sec., East), a distance of (Called 1089.00’) to a point for the most Easterly corner of the (Called 4.279) acre tract;
THENCE, (Called North 87 deg., 36 min., 25 sec., East), a distance of 134.58’± to a point on the Southwesterly line of a (Called 1.15) acre tract of land conveyed to Jefferson County Drainage District No. 6, recorded in Film Code 101-35-0428, Official Public Records, Jefferson County, Texas, for the most Northerly corner of the herein described tract;
THENCE, (Called South 65 deg., 16 min., 46 sec., East), on the South line of the (Called 1.15) acre tract, a distance of 1443.02’± to a point for corner;
THENCE, continuing on the South line of the (Called 1.15) acre tract, on the arc of a curve to the left, having a radius of (Called 1712.39’), an approximate chord bearing of South 71 deg., 25 min., 23 sec., East, a chord distance of 364.15’±, a distance of 364.84’± to a point for corner on the East line of the (Called 1417.369) acre tract;
THENCE, (Called South 02 deg., 26 min., 29 sec., East), a distance of 3119.10’± to a point on the North common line of Abstract Nos. 113 & 860, for the Southwest corner of the East one-half of Abstract No. 860;
THENCE, (Called North 85 deg., 31 min., 46 sec., West), on a Northerly line of a (Called 74.613) acre tract of land conveyed to Jefferson County Drainage District No. 6, recorded in Film Code 101-35-0432, Official Public Records, Jefferson County, Texas, a distance of (Called 55.28’) to a point for corner;
THENCE, (Called North 57 deg., 22 min., 50 sec., West), on a Northerly line of the (Called 74.613) acre tract of land, a distance of (Called 3250.97’) to a point for the most Northerly corner of the (Called 74.613) acre tract;
THENCE, (Called South 49 deg., 23 min., 09 sec., East), a distance of (Called 365.97’) to a point for the most Westerly corner of the (Called 74.613) acre tract;
THENCE, (Called South 34 deg., 31 min., 30 sec., East), on a Southerly line of the (Called 74.613) acre tract, a distance of (Called 2205.04’) to a point for corner;
THENCE, (Called South 70 deg., 07 min., 37 sec., East), on a Southerly line of the (Called 74.613) acre tract, a distance of (Called 1102.03’) to a point for corner;
THENCE, (Called South 72 deg., 59 min., 22 sec., East), on a Southerly line of the (Called 74.613) acre tract, a distance of (Called 813.98’) to a point for the most Southerly corner of the (Called 74.613) acre tract;
THENCE, (Called South 87 deg., 07 min., 38 sec., West), a distance of 1159.31’± to a point for corner;
THENCE, (Called South 02 deg., 52 min., 22 sec., West), a distance of (Called 1280.19’) to a point for corner on the North line of Abstract No. 320;
THENCE, (Called North 87 deg., 07 min., 38 sec., East), on the North line of Abstract No. 320, a distance of (Called 2679.46’) to a point for the Northwest corner of said Abstract No. 320;
THENCE, (Called South 02 deg., 52 min., 22 sec., East), on the East line of
Abstract No. 320, a distance of (Called 5280.00’) to a point for the Southeast
corner of said Abstract No. 320, and the Southeast corner of the herein described
tract;
THENCE, (Called South 87 deg., 07 min., 38 sec., West), on the South line of
Abstract No. 320, a distance of (Called 2640.00’) to a point for corner;
THENCE, (Called North 02 deg., 52 min., 22 sec., West), a distance of (Called
2640.00’) to a point for corner;
THENCE, (Called South 87 deg., 07 min., 38 sec., West), a distance of (Called
1320.00’) to a point for the Northeast corner of the (Called 80.00) acre tract;
THENCE, (Called South 02 deg., 52 min., 22 sec., East), on the East line of
the (Called 80.00) acre tract, a distance of (Called 2640.00’) to a point on the
South line of Abstract No. 320, for the Southeast corner of the (Called 80.00)
acre tract;
THENCE, (Called South 87 deg., 07 min., 38 sec., West), on the South line of
the (Called 80.00) acre tract, same being the South line of Abstract No. 320,
a distance of (Called 1320.00’) to a point for the Southwest corner of said
Abstract No. 320, Southwest corner of the (Called 80.00) acre tract, and the
most Southerly corner of the herein described tract;
THENCE, (Called North 02 deg., 52 min., 22 sec., West), on the West line of
the (Called 80.00) acre tract, and the West line of Abstract No. 320, a distance of
(Called 1760.00’) to a point for corner;
THENCE, (Called South 87 deg., 07 min., 38 sec., West), a distance of (Called
1760.00’) to a point for the corner;
THENCE, (Called North 02 deg., 52 min., 22 sec., West), a distance of (Called
1760.00’) to a point for corner;
THENCE, (Called South 87 deg., 08 min., 38 sec., West), a distance of (Called
1760.00’) to a point for the corner;
THENCE, (Called North 02 deg., 52 min., 22 sec., West), a distance of (Called
1760.00’) to a point for corner on the South line of Abstract No. 113;
THENCE, (Called South 87 deg., 07 min., 38 sec., West), on the South
line of Abstract No. 113, a distance of (Called 1760.00’) to the POINT OF
BEGINNING and containing 1506 acres of land and water, more or less.
City of Port Arthur
LS-16-0833-C