HomeMy WebLinkAboutPO 6600: ANNEXING TRACTS OF LAND, IDA'S P. O. No. 6600
11/28/16 gt
ORDINANCE NO.
AN ORDINANCE OF THE CITY OF PORT ARTHUR, TEXAS, ANNEXING
TRACTS OF LAND THAT WERE SUBJECT TO INDUSTRIAL DISTRICT
AGREEMENTS DESCRIBED AS BASF TOTAL PETROCHEMICALS LLC
[BTP] (RESOLUTION NO. 13-619); BASF (OLD SANDOZ) (RESOLUTION
NO. 13-620); CHEVRON PHILLIPS CHEMICAL COMPANY LP
(RESOLUTION NO. 13-621); CHEVRON USA, INC. (RESOLUTION NO.
13-622); FHR PA (FLINT HILLS — RESOLUTION NO. 13-623); PRAXAIR,
INC. (RESOLUTION NO. 13-624). THE PROPERTY OWNER IS MOTIVA
ENTERPRISES; PRAXAIR, INC. HAS A SECOND LOCATION ON
PROPERTY OWNED BY PREMCOR (VALERO) (RESOLUTION NO. 16-
324); TOTAL PETROCHEMICALS USA, INC. AND TOTAL PAR, LLC
(RESOLUTION NO. 13-625); SAID TRACTS BEING MORE FULLY
DESCRIBED IN THIS ORDINANCE; LOCATED WITHIN THE
EXTRATERRITORIAL JURISDICTION OF THE CITY OF PORT ARTHUR,
TEXAS; SAID TRACTS OF LAND BEING ADJACENT AND CONTIGUOUS
TO THE CITY OF PORT ARTHUR, TEXAS; EXTENDING THE BOUNDARY
LIMITS OF THE CITY SO AS TO INCLUDE THE PROPERTY WITHIN THE
CORPORATE LIMITS OF THE CITY; GRANTING TO ALL THE
INHABITANTS OF THE SAID TERRITORY ALL THE RIGHTS AND
PRIVILEGES OF OTHER CITIZENS AND BINDING SAID INHABITANTS
TO ALL OF THE ACTS, ORDINANCES, RESOLUTIONS, AND
REGULATIONS OF THE CITY; ADOPTING A SERVICE PLAN; ASSIGNING
ZONING TO THE ANNEXED AREA; PROVIDING FOR THE FILING OF
THIS ORDINANCE WITH THE COUNTY CLERK; PROVIDING A SAVINGS
CLAUSE; PROVIDING A SEVERABILITY CLAUSE; AND PROVIDING AN
EFFECTIVE DATE.
WHEREAS, the City of Port Arthur, Texas ("City"), is authorized by Chapter 43 of the
Texas Local Government Code and by Article I, Section 6 of its Home Rule Charter ("Charter")
to annex territory adjoining the boundaries of the City in accordance with state law; and
WHEREAS, Chapter 43 of the Texas Local Government Code authorizes the annexation
of areas that are not required to be included in a municipal annexation plan; and
WHEREAS, a service plan for the Property was prepared and notice of the annexation
of the Property was given by newspaper publication on November 2, 2016, and November 9,
2016, as well as continuous internet publication on the City's website, in accordance with law;
and
1
WHEREAS, public hearings before the governing body of the City regarding the
annexation of the Property were held on November 14, 2016, and November 21, 2016 in the
City Council Chambers of City Hall located at 444 Fourth Street, Port Arthur, Texas within the
City, where all interested persons were provided an opportunity to be heard on the proposed
annexation of the Property; and
WHEREAS, the Property described in Exhibits "A"through "H"were subject to the
following Industrial District Agreements, which will expire on December 31, 2016:
A. BASF TOTAL Petrochemicals LLC [BTP] (Resolution No. 13-619).
B. BASF (Old Sandoz) (Resolution No. 13-620)
C. Chevron Phillips Chemical Company LP (Resolution No. 13-621)
D. Chevron USA, Inc. (Resolution No. 13-622)
E. FHR PA (Flint Hills — Resolution No. 13-623)
F. Praxair, Inc. (Resolution No. 13-624). The Property Owner is Motiva Enterprises.
G. Praxair, Inc. (Resolution No. 16-324). Praxair has a second location on property owned
by Premcor (Valero).
H. TOTAL Petrochemicals USA, Inc. and TOTAL PAR, LLC (Resolution No. 13-625); and
WHEREAS, the Property lies adjacent to and adjoins the present boundaries of the City,
as depicted in the proposed official map of the City of Port Arthur attached hereto as
Exhibit "I'; and
WHEREAS, all procedures and requirements prescribed by the state law and the
Charter have been duly followed with respect to the annexation of the Property; and
WHEREAS, the City Council desires to adopt this Ordinance annexing the Property
effective 11:59 P.M. December 31, 2016.
2
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
PORT ARTHUR , TEXAS:
Section 1. Incorporation of Premises. The above and foregoing recitals are
hereby found to be true and correct and are incorporated herein and made a part hereof for all
purposes.
Section 2. Annexation. The Property described in Exhibits "A" through "H"
attached hereto and incorporated herein, which is adjacent to and adjoining the present
boundaries of the City, is hereby annexed and added to the City, and the Property shall
hereafter be included within the boundary limits of the City, and the present boundary limits of
the City at the various points contiguous to the area as described above, are altered and
amended so as to include said area within the corporate limits of the City. It is not the intent
of the City to annex any territory which it has no legal right to annex, but to annex only such
territory as may be legally annexed by it within the limits of the described Property.
Section 3. Rights and Duties of Owners and Inhabitants of Newly Annexed
Area.
The inhabitants of the area herein annexed shall be entitled to all of the rights, privileges, and
responsibilities of other citizens of the City and the area is hereby bound by all acts, ordinances
and all other legal action now in full force and effect and all those which may be hereafter
adopted.
Section 4. Service Plan. The Service Plans for the tracts is hereby adopted and
attached as Exhibit "1"hereto and incorporated herein for all purposes, in accordance with
Chapter 43 of the Texas Local Government Code, and is hereby approved as part of this
Ordinance and is made a part hereof for all purposes.
Section 5. Zoning and Continuation of Land Use. Pursuant to Section 6 of the
City of Port Arthur Zoning Ordinance, all territory annexed by the City is zoned "A" Agriculture.
Pursuant to Section 43.002 of the Texas Local Government Code persons in the newly annexed
area are not prohibited to use land in the area in the manner in which the land was being used
on the date the annexation proceedings were instituted if the land use was legal at that time.
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Section 6. Official Map. The official map and boundaries of the City heretofore
adopted are hereby amended so as to include the Property described herein and depicted in
Exhibits "A"through "H"as part of the City limits of the City of Port Arthur, Texas. The City
Secretary is directed and authorized to perform or cause to be performed all acts necessary to
correct the official map of the City to add the territory annexed as required by law.
Section 7. Filing. The City Secretary is hereby directed to file with the County Clerk
of Jefferson County, Texas, a certified copy of this Ordinance.
Section 8. Savings. This Ordinance shall be cumulative of all other ordinances of
the City and shall not repeal any of the provisions of those ordinances except in those instances
where the provisions of those ordinances are in direct conflict with the provisions of this
Ordinance.
Section 9. Severability. The sections, paragraphs, sentences, phrases, clauses and
words of this Ordinance are severable, and if any section, paragraph, sentence, phrase, clause
or word in this Ordinance or application thereof to any person or circumstance is held invalid or
unconstitutional by a Court of competent jurisdiction, such holding shall not affect the validity
of the remaining portions of this Ordinance, and the City Council hereby declares that it would
have passed such remaining portions of this Ordinance despite such invalidity, which remaining
portions shall remain in full force and effect. Moreover, as it is the not the intent of the City to
annex any territory which it has no legal right to annex, but to annex only such territory as may
be legally annexed by it within the limits of the described property, should a Court of
competent jurisdiction hold that any portion of the land and territory described in Exhibits "A"
through "H"attached hereto and incorporated herein was not lawfully annexed by the City,
the City Council hereby declares its intent that all remaining portions of the land and territory
are to be considered lawfully annexed and that the City Council would have annexed such
lawful portions even without the portion of the land and territory found to be invalid by the
Court.
Section 10. Effective Date. This Ordinance, adopted by the City Council on the date
set forth below, shall take effect at 11:59 P.M. on December 31, 2016.
4
READ, ADOPTED AND APPROVED on this day of A.D., 2016, at
a Meeting of the City Council of the City of Port Arthur, Texas, by the following vote: AYES:
Mayor:
Councilmembers:
NOES:
Derrick Ford Freeman, Mayor
ATTEST:
Sherri Bellard, City Secretary
APPROVED AS 0 FORM:
\, I /i �A
Valecia R. Ti W o, City,;, o rney
APPROVED AS TO ADMINISTRATION:
Brian McDougal, City Manager
5
EXHIBIT "A"
LEGAL DESCRIPTION
of
BASF TOTAL Petrochemicals LLC [BTP]
(Resolution No. 13-619)
6
TRACT I
1,227±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. 125
JEFFERSON 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 'A" 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 'A" steel pipe found for corner;
THENCE,North 85 deg., 48 min., 13 sec., East, a distance of 698.13' passing a 1/2" 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 1/2" 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 1/2" 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 1/2" 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 ''/2" 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 1/2"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 1/2" 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 1/2" 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 '/2" 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 1/2" 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 1/2" 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 1/2" 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 1/2" 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 1/2" 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 1/z" 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 1/2" 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 12"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 '/2" 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 1/2" 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 '/z" 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 1/2"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 II
13.20 ACRES OF LAND
PART OF BLOCKS 4 & 5,RANGE "A"
PORT ARTHUR LAND COMPANY SUBDIVISION
JEFFERSON 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 Arthur
LS-16-0833-A
EXHIBIT "B"
LEGAL DESCRIPTION
of
BASF (Old Sandoz)
(Resolution No. 13-620)
7
490.5 ACRES OF LAND
OUT 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 1" steel pipe
being the most Easterly Northeast corner 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 '/2" steel rod, capped and marked "SOUTEX", set for the most Northerly
corner 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 '/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 corner 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 corner 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 I'/2" steel pipe found for the Northwest corner 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 1'/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 of 3766.18' (Called
3766.54') to a 1'/2" steel pipe found for the Southwest corner 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'/2" steel pipe being the Northwest corner
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 G A N. 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 ',4" steel rod, capped and marked "SOUTEX", set for the
Southeast corner of the (Called 90.00) acre tract on the West line of the (Called 41.35)
acre tract; said 'A" steel rod being the most Northerly Northeast corner 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 corner of the (Called 41.35) acre
tract; said 5/8" steel rod being an interior corner 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.
0.999925104. Convergence angle = 02 deg., 25 min., 23 sec., Reference Monument =
NGS 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 Arthur
LS-13-0222A �' &„
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EXHIBIT "C"
LEGAL DESCRIPTION
of
Chevron Phillips Chemical Company LP
(Resolution No. 13-621)
8
MARK W.'Ani TELEY
ANDABBMAIES
1N OEPOR&TED
coN1vlaDGG ,
SIMMOTWANDPLUMUIS
May 26, 1994 PA BONsd92
BFdumoz1 :n11=77710
409l1924421
PARCEL "gni
Chevron Chemicals - Lease Back Property
Chevron U.S.A. , Inc. - Port Arthur Refinery
T. & N. O. R.R. , Section No. 121, A--250
John Wescott (Franklin Baker No. 2) , A-725
Jefferson County, Texas
BEING a 90.421 acre tract or parcel of land situated in the T. &
N. O. R.R., Section No. 121, Abstract No. 250, and the John
Wescott (Franklin Baker No. 2) , Abstract 725, Jefferson County,
Texas and being out of those parts of the Chevron O.S.A. Port
Arthur Refinery property described as 470 acres in deed from E.
A. Laughlin and N. M. Barrier to Gulf Refining Company, dated
October 21, 1916 and recorded in Volume 152, Page 97, 238 acres
(Tract No. 4) in deed from W.P.H. McFaddin to Gulf Refining
, Company, dated July 7, 1917 and recorded in volume 167, Page 261,
and 208 acres in dead from Jno. J. Wescott and wife, May B.
. Wescott to Gulf Refining Company, dated November 6, 1917 and
recorded in Volume 169, Page 88, all in the Deed Records of
Jefferson County, Texas, said 90.421 acre tract being more
particularly described as follows:
COMMENCING at Northwesterly corner of that certain 0.11 acre
tract described as Parcel No. 1 in deed from Gulf Refining
Company to the State of Texas for right-of-way of Highway 87,
dated May 18, 1933 and recorded in Volume 365, Page 626 of the
Beed Records, Jefferson County, Texas, said corner being in the
former South Bank of Taylors Bayou;
THENCE South 12 deg. 40 min. 24 sec. East, along and with the
Westerly right-of-way line of State Highway 87, for a distance of
272.03 feet to an iron rod set for the POINT OF BEGINNING of the
herein described tract;
THENCE continuing South 12 deg. 40 min. 24 sec. East, along and
with the Westerly right-of-way line of State Highway 87, for a
distance of 63.09 feet to an iron rod set for corner;
THENCE North 84 deg. 20 min. 00 sec. West for a distance of 94.49
feet to an 8" Spike set for corner;
THENCE South 80 deg. 04 min. 05 sec. West for a distance of
489.58 feet to an f" Spike set for corner;
•Page 2
PARCEL •'g'• (continued)
Chevron Chemicals - Lease Back Property
Chevron U.S.A. , Inc. - Port Arthur Refinery
B. c. Arthur Survey, A-61
John Wescott (Franklin Baker No. 2) , A-725
Jefferson County, Texas
THENCE North 88 deg. 58 min. 41 sec. West for a distance of 77.70
feet to an 8" Spike set for corner;
THENCE North 68 deg. 51 min. 27 sec. West for a distance of 41.81
feet to an 8" Spike set for corner;
THENCE South 79 deg. 57 min. 57 sec. West for a distance of
1471.03 feet to an iron rod set for corner;
THENCE North 10 deg. 02 gain. 03 sec. West for a distance of 38.00
feet to an iron rod set for corner;
THENCE South 79 deg. 57 min. 57 sec. West for a distance of 88.00
feat to an iron rod set for corner;
THENCE South 10 deg. 02 min. 03 sac. East for a distance of 38.00
feet to an iron rod set for corner;
THENCE South 79 deg. 57 min. 57 sec. West for a distance of
185.00 feet to an 8" Spike set for corner;
THENCE North 00 deg. 04 min. 12 sec. West for a distance of
243. 50 feet toan iron rod set for corner;
THENCE North 04 deg. 10 min. 42 sec. West for a distance of
1382.95 feet to an iron rod set for corner;
THENCE South 51 deg. 05 min. 28 sec. West for a distance of
162.65 feet to an iron rod set for corner;
THENCE South 01 deg. 57 min. 36 sec. West for a distance of
•
623.00 feet to an iron rod set for corner;
THENCE South 79 deg. 28 min. 06 sec. West for a distance of
163.04 feet to .an iron rod set for corner;
THENCE North 00 deg. 41 min. 10 sec. East for a distance of
430.80 feet to an iron rod set for corner;
THENCE North 13 deg. 19 min. 59 sec. East for a distance of
518.86 feet to an iron rod set for corner;
THENCE North 15 deg. 11 min. 50 sac. East for a distance of
274.92 feet to an iron rod set for corner;
•
Page 3
PARCEL "H" (continued)
Chevron Chemicals - Lease Back Property
Chevron U.S.A. , Inc. - Port Arthur Refinery
B. C. Arthur Survey, A-61
John Wescott (Franklin Baker No. 2) , A-725
Jefferson County, Texas
THENCE North 28 deg. 52 min. 19 sec. East for a distance of
291.78 feet to an iron rod sat for corner; •
THENCE North 15 deg. 27 min. 40 sec. East for a distance of
429.26 feet to an iron rod set for corner;
THENCE South 84 deg. 00 min. 28 sec. East for a distance of
464.42 feat to an iron rod set for corner;
THENCE South 42 deg. 57 min. 15 sec. West for a distance of
753.41 feet to an iron rod set for corner;
THENCE South 15 deg. 21 min. 38 sec. West for a distance of
400.08 feet to an iron rod set for corner;
THENCE North 45 deg. 59 min. 31 sec. East for a distance of
1196.31 feet to an iron rod sat for corner;
THENCE South 79 deg. 28 min. 00 sec. East for a distance of
184.22 feet to en iron rod set for corner;
THENCE South 09 deg. 08 min. 36 sec. East for a distance of
380;71 feet to an 8" Spike set for corner;
THENCE North 80 deg. 04 min. 57 sec. East for a distance of 47.67
feat to an 8" Spike sat for corner;
THENCE South 11 deg. 47 min. 49 sec. East for a distance of 16.10
feet to an 8" spike set for corner;
THENCE North 83 deg. 49 min. 55 sec. East for a distance of
141.58 feet to an 8" Spike set for corner;
THENCE North 42 deg. 25 min. 46 sec. East for a distance of
118.54 feet to an 8" Spike set for corner;
THENCE North 53 deg. 27 min. 00 sec. West for a distance of 6.79
feet to an 8" Spike set for corner;
THENCE North 40 deg. 52 min. 51 sec. East for a distance of
653.38 feet to an iron rod set for corner;
1
•
Page 4
PARCEL our (continued)
Chevron Chemicals - Lease Back Property
Chevron O.S.A. , Inc. - Port Arthur Refinery
B. C. Arthur Survey, A-61
John Wescott (Franklin Baker No. 2) , A-725
Jefferson County, Texas
THENCE South 21 deg. 47 min. 02 sec. East for a distance of
392.15 feet to an iron rod set for corner;
THENCE South 31 deg. 48 min. 33 sec. West for a distance of
532.06 feet to an iron rod set for corner;
THENCE South 25 deg. 38 min. 45 sec. West for a distance of
523.18 feet to an iron rod set for corner;
THENCE South 10 deg. 42 min. 07 sec. East for a distance of
362.35 feet to an iron rod set for corner;
THENCE South 31 deg. 21 Min. 51 sec. East for a distance of
256.38 feet to an iron rod set for corner;
THENCE South 54 deg. 39 min. 29 sec. East for a distance of
189.03 feet to an iron rod set for corner;
THENCE South 10 deg. 21 min. 18 sec. East for a distance of
450.34 feet to an 8" Spike set for corner;
THENCE South 69 deg. 28 min. 55 sec. East for a distance of 80.04
feet to an 8" Spike set for corner;
THENCE North 79 deg. 59 min. 50 sec. East for a distance of
575.01 feet to the POINT OF BEGINNING and containing 90.421 acres
of land, more or less.
NOTE; 1) Bearings based on Port Arthur Land Co. Subdivision as
recorded in Volume 1, Page 24 of the Map Records, Jefferson
County, Texas.
2) Drawing included on separate sheet.
i ghT E Os'
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Mark W. Whiteley, R.P.L.S. NO. 3636
*pVNaN47HN.m1
EXHIBIT "D"
LEGAL DESCRIPTION
of
Chevron USA, Inc.
(Resolution No. 13-622)
9
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Pews V1' i
CHART RTtTLECOMPANY 1111111111111111 co 2w.ev468
'i t'rlesati.Suite 1701) 21 PGa
Li Houlion.*rx77as2
(13 CiCr,,I,D,-: a
0§
M SPECIAL WARRANTY DEED
S 110E STATE OF TEXAS §
C7 § KNOW AU.MEN BYTtIESEPRESI'NTS:
0 COUNTY 017 JEFFERSON 3
C
= 'mkt-,THE PREMCOR REFINING GROUP INC..a Delaware catgorat3aa(formerly
known as Clark Relining and Marketing.lac.)C'Crtntor"). for and in considttutioa of Ow suis
C7 of $10.00 cash. in hared paid by (:FIEVRON U.S.A. INC.., a Pennsylvania corporation
CDC'Grantei''t, whose address is ere Chevron Business and Real Estate Attention:
7c Manager, North American Real Estate Services, 4800 Fournoce Platt,Bellaire, rcxas 77401,
and other good and valuable consideration, the receipt and sufficiency of which are hereby
r+ acknowledged by Grantor, has GRANTED, BARGAINED, SOL!? and CONVEYED, and by
3 these presents does GRANT,BARGAIN,SELL and CONVEY unto Grantee,those certain tracts
(1) of real property:situated in Jefferson Count .�'W
y,'faxes,and described in Lbit A attached hereto
r•-r and etude a part hereof'for all purposes, together with all improvements thereon and all and.
n singular the. rights, privileges..hereditament!,and appurtenances of Grantor pertaining it; such .
0 real property(the"Property").
TO HAVE AND V. HOLD the.Property,together with,all and singular,the rights and
nlspunenant;cs thereto in anywise belonging, U) Owing and Crowes successors and assigns
forever, Grantor does hereby bind Grantor and Gsurttor's successor and assigns to warrant and
tbeover defend_all and singular,the Property unto Grantee and Grantee's successors and assigns.
against every Nr on whomsoever lawfully claiming or to claim the same,or any part thereof,by,
th rough or under Grantor,but not otherwise.
L.. TE% canvc}'ance is r•t pressly made subject to all exceptions or encumbrances described
CD in the Special Warranty Deed from Grantee to Clark Refuting and ivfarketing. Inc., dated
February 27. 1905, recorded in Document No. 95.9505.593, real property records of Jefferson
crt County,Texas,the Deed Without Warranty Croat Grantee to Clark Refuting turd Marketing,Inc.
0 dated February 27. 1995, and all other matters of record (provided that there a:e no monetary
bens to third parties granted by. under. or through Grantor),to the extent That uny of tete
C (beeping are valid and subsisting and affect all or a portion of thz.Property,liens for taxes net
C yet due and t1;ty thlr.,arta nU marterc thud a survey of the Property would reveal, This conveyac!ce
is trade "AS FS." "WITH AU. FAULTS". AND WLT11OLlt ANY WARRANTIES OR
REP RESEN'TATIONS O( ANY NATCRE WHATSOEVER except for(i)the special warranty
n of title contained herein and i'ii) any ti arranties or representations contained in the Aswt Stas
1p 4greetnent Amendment doted on or about December 21,2007,between Grantor and Crratlte.
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EXECUTED this Atdayof ,2008.
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9KAAN l'OR:
0 .FREMCOR REF t 'INC 0 0L L'NC.
Name:fir ta r� 3.--___S ---
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Title:
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LEGAL
STATE OF TESLAS §
CD COUNTY o.0 (,� ._g /J
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0 The fot+egning was acknowledged before ate on The L day of
PK..s de"t of The pre c et�ni Group
2008. by R;�L.a4d S. Yyolsl J'LA .._.---------- VV
Inc.,a Delaware corpor'ttinn,on behalf +paid 'irporation.
gotxp�• Notur.y Public,. r of Texas
:r A'..at
,41i'201t '
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After recuystm,itutg
Chevron l!. .A.lstc.
do Cheviot Business turd Real Estate Services
4800 Coon ccPlace
Bellaire, 77401
Attentian: .•i:utnbac,?ti ottb Americas)Iteoti Estate Services
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Tract t
0
M Levi Description; 510.424 Not Acre'Cruet or Parcel of Land
0 T.&N.O.K.K.Survey.Section No.282
C Also known as the J.E.Sparks Settvey, AhstractNo,654
Franklin Daher Survey No..2 .
Also known as the John Wescott Survey.Abstract No.72i,
o T.&t(.O.R.R.Survey.Section No. 121,AbslractNa.250
CD Jefferson Count y. Texas
F..{ BEING a 63).126 acre gross trace being situated in the T. &14.0,R.R.Survey,Sectionhe tNoikl 2,aka
Iuta�vn as the I.E. Sparks Survey. Abstract Na. 654. Jefferson Comity, er
rt Abstract t�tn.7 25,Jefferson County,Texas and
� Survey No.2.;+Jaen kno��n as the!alar 1rlescnitt Survey,
._r Nu'T. &N.O.R.R.Survey.Section No. til. Abstract Nu_250,letlexsoaCounty,Texas and being MI r
,TO
—,. of and part of that certain called 1555.182 cure tract, identified as TRACT 7,and that curtain cadet
n 115 1.94',tare tract,identified a$TRACT:t,us described ns a"Special Wtduanty Deed" Cram Chevron
'0 U.S.A.to Cleric Refining&Marketing. Inc.as recorded in Clerk's Filer No.95-9505593,Of f`'74 a tP bac
Records e.f Real l'tt�petty. Jefferson County, Tena . save :end except
fhattlescrilsetl below and identified as "Alligator Pond' nand that ed called
22.723$t ere f t510.d+! a Ltact eh'
below and.identified as Water'Treatment Futility" then•by in S
stud 6301'_6 acre tract being,murc particularly cts;scribcd as follows:
NOTE. •Uf two-ills are ri(er'ac"l ro rho conenecrx:inVcall of that certain tailed 371.719
.:••r,. tract til'drat, identified os TR.((..T 6. as tie-wiled in s 'Spacial W•orr<ur:y flint,!"
from Chevron U.S.A.lo Clark Refining &,Jarketing, Inc.as rcaurdeti in Clerk's Fite leu.
a), 9i..9$o$598. Official Public Beaten i of Root Property, Je ferso,t County, 'luau ns
ACIR77f 1)1"1591" WEST. All ser 5,'8"i,(.r rttdat ser wtih n cap sliv+rped"Al IV. IVltilt:i y
(�t) ‘.i;rl,S�'JI,'r:a:CR"
1J'1
O CO:�t1tENCIN(. at a Cult concrete: monument found for the Southwest corder of that certain called
3 0.(0:4 acre tract of land a., described in a deed front Putt Carnal :inti Dock co, tit Gulf Refitting
0 Company a:; recorded in Votuine 2l4. Page 76, need t.ecurtls. Jefferson.Coanty, Texas. and said
Ccoater also being the point of beginning in the description of that catain-ets11 d 163.224 acre tract,
,�. identified as TRACT 5, as described in a "Special. Warranty Dead" from Chevron C.S.A. to Clank
Refitting Sr. Marketing, enc, a.< recorded in C'lark's Fite No. 95-9545548, Ot'1ioier Public Records of
C Real Property.Jefferson County,Texas,
13
7�4 '('til NC E NORTH 831T..115/" WEST,for a distance of 7651.85 tat to the POINT OF BEGINNING
e--t of the tract herein describer, said comer being the Southeast corner of the said Clark Refining and
r�-r Marketing. Inc.'TRACT$and in the West line of the said Clark Refuting and Marketing,Inc.TRACT i
CII 7:and said corner also being the most Northeast corner of that that certain called B6(.738 acre lotct�
land. idcrttit d as TRACT 16, as described iri a 'Special Warmly.Deers" from Scrap
ra CD
rt• Production Contpany to Port Arthur LNG Holdings.LLC as recorded in Clerk's t:ilc No.2Q060039tJ,
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rural1 t% _.�'
- .u,aY w.>rrrrrsurr Arrn.essocu la%we,.
(D Official Public Records of Real Property, Jeff County. Tao
said comms Dein6 in the
common tine between the said.LE. Sparks Survey and the said John Wescott Survey;
= ` EENCE NORTH 14°41'30" EAST. fur the boundary between the said Clark Refining and
HMarla:tin , Inc. TRACT 7 and TRACT R. the name being the cornrrton late herr/tort the said J.F.
O Sparks Survey and the quid John Wescott Survey,for a distance oF2096.94 feet to a"RR"spike set for
C corner;
TIL"CE NOR'i'N R6'12137" WEST.for a.distance of 2164.66 feet to a SI8" cion Axl set for comer;
(C 7(*MINCE NO(ZTH 0302)'t5' EAST. passing at a distance of 320424 feet a 5/84 iron rod set for
reference and continuing for a total distance of 3399.42 feet to a point for comer,said curner being in
the Southerly bank ofTaylars Bayou:
Z
!D THENCE along and with the meanders of Taylurs Bayou, the some being the Northerly line of,the
,aid Clark Refining and Ntark.eting,inn.TRACT f 8,the following courses and distarlstx:
CD
n SOU-{•Fl 3:t'24.04"EAST,for lt distance of 206.95 feet;
O
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...< SOUTH 33"31'43" FAST,forst distant:0 of 201.23 feet;
sot;Ti•t88°t}$'59"EAST. of 1.70.91 fast;
Ni}ttl'14 Sir_64 ' EAST, fur a distant-x:4242.77 lett;
NORTH S5':12'PP' (:AS1, fora th.;t.uicoot'2.1I25 few.
Nom- 7Sa3'J124"EAST, fur a distance of 272.02 feet:
CD `ta(IT1( 77'02%13" EAST.for a distance of 203.01 feet.
N
0 NORTH H 3.i'03'41" EAST. tktr a distance of 210.13 fest;
C) NORTH 33'24113" EAST,tin a tli•ct:rnce of 7.24.05 feet:.
C
SOI;Tu tt2052'05"EAST,for a distaiwe of 1:53.57.foet:
C7 SOUTH 651211" EAST,far a distance of 399.41 feet:
FT
71' THENCE SOUTH 01'4 VW'WEST,along and with this Easterly bad of Taylors UUayou rntd the Esst
L-t line it'T the said ('lark Refining and Mfari:eting be.TRACT S.for a distance of 195.29 feet ur a point
thy r.mer, gaid corner'ab n being an exterior ell corner of the said Clark Refining and Marketing, l.nc.
CD
B TRACT 7:
CD
-. THENCE SOUTH 4643'29" EAST. along and with a North lint of the said Clark Refining and
C Marketing.Inc.TRACT 1.for a distant:of 769.40 feet to a point for corner:
0
'Q
ftaLsi. al_____________ _
M.t/tt iV.HNRWYAND.CS.tOCI.Arixrr/t
CD
(U THENCE NORTH 01°06'04` EAST. along and with a West line of the grid Clark Refiring and
Marketing.Inc.TRACT 7,fora distance of 358.89 fact to a point.for costa;
O
THENCE NORTH 44°18'04" EAST. for the boundary between the said Clark Refining and
Marketing. Inc. TRACT 7 and that certain called 1419.74 acre tract of land as conveyed by Jan Van
Tyen. P. 9urondsen, Jr. and C.D. t:ortuyn. as TrOates for the Poe Arthur Land Company. to The
Texas Company ss recorded in Volume 146. Page 195,Deed Records,Jefferson Courtly.Texas, for a
riiitance of 5411.t)!i feet to a point for comer:
CD THENCE NORTU 19°44'3t" EAST. continuing for the boundary between the said Clark Refining
and Marketing, Irw.TRACT 7 and the said 1819.74 acre The Teas Company tract', for a distance of
112.6 5 feet to a S'1;' iron cod found tic corner, said center being exterior ell corner of that certain
r�r called 24.74,41 sere tract.identified as A/I3 Arca(Solid Waste Management Unit(SWMI Ml No. t), as
described ill n "Deed Nuticu of Limitations. of Pcopery Use" as xeearded in Clerk's Pile No.
3 2005015245,Official Public Records of Real Properly.Jefferson County,TcLas;
-
tt
THIN eh: NORTH i'1"44';�I" EAST. continuing for the boundary trdtcveen the said Clark Refining
O and Marketing, inc.TRACT 7 and the said 1319.774 etre The Texas Company
nccn� re ,cfor ofi the ce el of
89.5+ fret to a S'S" iruu rod fount fur coerce, said corner being
-�. 24.144 I acre MI(5011l1 Waste Management Unit(SWNIU)No.1):
'THF NC1c: along and with die hi+und try of the said 24.1441 acre AIR(Solid Waste Management Unit
tSW\ltS)No. t)the following tour e' and disiart err.
'NORTH 71'50'56'•EAST.for a distance of 9(3.3; feet to a irS" itch rod found for comet;
ft) NORTH 86'35'59"EAST,for a distance of 13$."17 feet to a 53"iron rod thutel lot corner:
NNORTH((1'41'34"EAST,fora distance of 71.41 feet to a 51S"iron tod ft;und.for c irnct:
trs
IORl'H t•7111(r 1()"EAST,En o distance 01 4;8.07 feet to a 51'S"icon cod found for comet;
NORTH(.?'.l"•'t')" EAST.for a rIi>I:tnee ul'313.5')feet to 115.8" iron rind found for comer:
1.OR'TH 6-'51'20"EAST,fur adistartce of 50.09 feet to a 518" iron cod wood for corner;
`rxrrt1 40'33'47"EAST,for a distance of 39.97 feet to a 5,114.1ron real found fest corner;
r,'D
SOUTIl 22'04127"EAST.for a distance-of 207.i4 fact to a 5/8"iron cod found for comer:
SOCITI 122°4`)'12"EAST. fur a distance of 336.35 feat to n.518"iron rod set for corner,
CD
3 SOUTH 31417'19"EAST.fora distance of 73.80 feet to a 3/8"iron rod found for cornet;
r. SOUTH 49°3623'WEST, for a distance 01 109.95 feet to a 518" iron rod found for comer,
0
'c3
1'ISO QLl1
MAR(M.WNITK r.4NDASrcW'M (4 INC
SOUTH 36'30'34" WEST,for u distance of 426,61 fect.to a 5/8"iron rod found for corner,
SOl.trft 46421'49"WEST,fur adistance of 141.38 feet to a 51/Piton rod found for comer,
SOUTH 46'33'3 5" E., ST,for s distant°of31.91 feet to a SIS'iron rod fount for corner,
NORTH 46°44'37"EAST.for a distance of 41.21 feet to y S!K"icon cod found fur corner;
SQ("f H 41"45'37"EAST. for a distance(4 25.52 feet to u Al iron rod found for corner;
CD SOUTH 41'071)0"WEST,fora distance of 109.19 feet to a 518"Imo rod set for corner,
7r'
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SOUTH 80°34'54"WEST,for a distance of 102.81)feet to a 51" iron rod found for comet;
t'b SOUTH 44''015'55"WEST,fox a distance of 207.21 feet to 451S" iron rod faun('for comer;
3
SOUTH.08'0T35" EAST.for a dist awe t,f 79.04 feet to a$r8''iron cod found for comer,
.a t SOt UT1-14 5°'L5't)fi"WEST,for a distance of 4 35.43 test to a 31,4"iron rod set for comer;
NOR.TII 03'43'00"WEST, for a distance of 1.20.44 feet to it 5:2"iron rod found for corner:
NORTH 87°46-56" EAST.fur a distance of,16.74 Leet to a 5/3"iron rod found for corner,
NORTH 131421'13"EAST,filr,t divaace of 32.15 feet 1ti a 3.'8"iron real.fottra for comes;
OR.IT I SpO9'26"WEST.far a distance 0134.98 feet In a i.'8" iruu rod found for comer;
CD
N(,1 11{ 11r19'37"WEST,for a distinct:of 61,26 foot to a 5/3" iron rod found for carnet,
CD
NORTH 31"19'57" EAST,Jar ct distance of 56.36 fs L to a IT iron rod-found for comer;
n 1SORTi:t 29'129'49" EAST.for a.distance of 14.2? feet w 451° iron read fou,nd for comer:
SOUTH 5c3"32'02" EAST,t'ur t distance of 33.37,feet to a RS" iron rod found for corner:
NORTH 0817'02"EAST,for a distance of 49.43 feet to 4518"iron slid found!o;cotnrr;
' _Ztit)1ZT(1 8n.)1't t''WEST, for a diat;trtcar of 63.44 feet to a 5rg"iron rod found for corner;
SOUTH 73°26'27"WEST, for a distance of 227.21 feet ion 5184 iron cod found for corner;.
r-r
roPbT'NENCE NORTH 46°018153"WEST.fox tt diurancc of.265.02 feet to a 518 iron rod yet for corner;
THENCE SOUTH 13602'47"WEST.fib(a distance 0E4314.39 feet to a 518 iron rod set for corner;
r-r
fl 'TU NCE SOU'H O2"19'42"EAST,for r{distance of 1332.I4 hem a-518 iron rod set for cooler;
O
P •r4ortt
llAlrirW.WHITF,LEYAND ASSOCIAM WC.
• 'THENCE SOUTH 33'51'01"EAST,for a distance of 1377.72 feet to a 513 iron rod set for mntar,
THENCE SOUTH 64''04'19" EAST.for a distance of 91.71 feet to a598 iron rod set for comet
• l s>1ENCE SOUTH 14'55'59" EAST.for a distance of 516.14 feta°s 51S iron trod set for corner;
C
THENCE SOUTH $7°0416" EAST,for a distance of 161.44 Netto a 3./8 iron rod set for turner:
Tun CE SOUTH 83'02'12"EAST,fora distance o C31.8.15 feet to a 5r b iron rod act for corner,
R THENCE NORTH 81.'17114" EAST,fora distance of 117.42 feet to a S/8 Aron fall set for writer.
a-t
i'HENCE NORTH.79°35'15"EAST,fora distance of 2013.37.feet i°a 518 iron rod set for canter,
ro
3 THENCE Sat T11 15°49.12"EAST,for a tattteeof 47 20 feet to a 58 iron rod sot for corner:
CD
"-I-
1.-1
--
11 THENCE SOUTH Ort1 38"EAST.for a iikt4114c of 4.63311 fed to,a 5('8 iron tui act pr outer.,
0
•-< THENCE SOUTH 13P46.54" EAST,for a,i Ante of 521.1 1 fed to a 318 iron rod set fot comer;
THENCE NORTH 76"11'46"EAST,passing a V8'iron roti set far reference in the Westerly lino of
that certain Might-of-way liascntcnl to the:`tete of Texas as mewled in Volume 1439,
Page 343, Deed
Records, Jefferson County,Teens., at 1 disti,ncc ai 450.0 het and continuing for a total dittand;of
;;tr.;g feet to a point for corner.sant corn'r being itt the Westerty right-of--way line of State Highway
o
cTHEifc1 SOUTH 13.'0irtlb"EAST.atom and with t t Westerly right•ol mtay line of Stale Ui�tliwrry
o
Al,ti►r R distanrc of 1114.2.7 felt to a rcrint•for rx,ttfcr:
fD
7 T if E.N CE SOUTH.76'11'46" vas-i.poising a 518" iron rod sit for reference at n distance.of 94.98
O tett and continuing.rot;t Mil distance of 741.51 feet too 5J8"iron rod.set for comer,said i;t4tTtr:r being
n in the Easterly line of thm Cet aitt caIte4 394.1313 acre uact of fond us described inn "Correction
0 Spe:in! Wcrttuty Deed" front The t'rt:nis t filet No.
2110400740.up1c It Jefferson
PC linty y�n er olr and
a Na,igatioit District us recorded in- Clt.'tl.
f'rapeny.Jefferson County,Tex';•
0 THENCE NOEL f 11 577071 t"WEST, for the boundary between the tract herein destribcd and the-said
( 3').l.1310.fere!eft: foo County Mruterrcay and N.wigation Distort tract,kr a distorted of 28.O8.feet to a
R- 51" iron cod found for confer: t
THEN(:E l�ORTH 47°19'38"WEST,wotii"',gfor rn•at ebouand darybeteavigaiion trice en the t cut for d 9tein '.described
CD
orad thr•said 31)4.130 acre Jefferson County Y
f
83-O2 feet to a 5/2."nun rod with a cop stamped"Wortech" found Rx cornet;
(D
0
'C3
HARX N;II7iflB1EYAND.tSIOC/ATIJ, M
fD THENCE SULTH 74"21752"WEST, continuing for the boundary between the tract herein described
fb and the said 344.130 acre Jefferson County Waterway and Navigation District tract, for a distance of
e`r 388.53 feet to a 5/8"iron rod found comerste[y lrne of that certain
O tract of land lntown as Landfill Tract'G':
2,
O THENCE along and with the South and West line of the said Landfill Tract"G the same being the
C boundary between the tract herein described and the said 3141.110 acts Jefferson County Waterway and
Navigation District tract,the ft►llotving courses and distances:
SOUTH 04911.10" EAST,For a distance of 811..22 feet to a 518°.iron rod found for corner.
CD
SOUTH 03'1313" WEST,for a distance of 30,04 feet to a$''8" iron rod found for corner;
M SOUTH 29°34'31"'W EST,for a distance of 39.93 fedi to a 5i8" iron rod tetrad for comer,
g
3 SutTf{ 46°47'08"WEST,for a distance of 39.85 feet too 3/ ' iron rod found for corner,
CD
rr
n SOUTH 5S-3134'WEST,for a distance or 30.0:2 feet iu a 5:9"iron rod found Foe corner;
0
SOUTH 63°06"35"WEST,for a diisrnnce of 89.91 fact to a 5,8"iron rod found Cur corner,
SOUTH 71'113'29"WEST. Fur a&man.a of 109.02 feet to a 5.'8"iron cud found for comer-,
SOUTH 76'45'38'WEST. for a distance cif 70 61 feet re a 53"iron end found for corner; t
sOli'll l 36'•'•14.55.' WES V. lair a.di.ctattce or 50,80 Feet tot 5:$''idem rod found for comet:
NORTH 87'27141"WEST, fnc a distatx;e or 70.10&et to a ST iron and found for canter;
NORTH 02'22'45"•WES1,fora;distance of 89.08 feet to-a point for corner;
r
o
Nott f l l 51''05'00"WEST, for u distances of 1.7.49 Feel ton point for corner;
p NURTEI 0R'W29"WEST,for a distance rat'216.12 Featw a point for corncr;
No Ttfi 55°47'S5"WEST, for a distance of 33.20 fact to a point for corner;
n NORTH IQ 58:5711 WEST,for a distance of 109,86 feel to a point for comet;
R.• NORTH 10'09'04" WEST,Eat a distance of 1.82.64 feet toa plaint for corner.
�--t
e'T NORTH 08'04'52"WEST, for a distance of 313.94 feet toa point for cornet;
3 ORT E% 3599'10"WEST, for a distance of 61.62 Feet to a point kr center;
ro
4ORTH 49"46'52"WEST, for a distance Of 90.85 feet to a poinl.fior corner,
Cl
d
'V
rnic6orJt
.WAIlW.wsnczar.4 A.UPC1Arezcmc.
NORTH 17°09'36"WEST, for a distance of 48.44 feet to a point for cornet;
CDD
t1� TRENCE.NORTH 34°5119'WEST,fon the boundary between the maul herein described and the said
194.130 acre Ieffcnsott County Waterway and Navigalion.Dkstria tract,for a distance of 62.16,feet to a
point for t:QR►Cr,said corner being the South line of that certain tract of tend known as Landfill Ttact
"f1." East.
C
fl4ENCE along and with the South line t the said Landfill Tract "IV East, the same being t e
boundary between the tract herein deveribed arni thy said 394.130 acrefearst>u County Waterway and
("3 NJa igatiot Oietrict tract,the following courses and distances:
CD
SOUTH 75'53' 0'WEST. for a distance of 10337 fiat to a point for corner,
SOUTH 54'56'33'WEST, fora distance of 121.03 feet to a pJint fur comer;
SOUTH 771.12`4l"WEST, fur a distance of 31.10 feet to+point for comer;
re for comer;
NOW:TH 89'46'33" ��°EST.for a diStanee of 274.3k Chet to a point
G
No ftt 38°481 7" WEST 6)r u distance of 300,3.1 feet to a point for comet;
NORTH 89°4049"W ES7'. for disc we or 254.28 feat Loa point for corner;
301.1T11 78"51'00')'' 1VFS'r,fOF a distance of 177.32 feet toa point fur comae:
'TLLh:NCE SUI,t1 fl I1',1;" W ST.c1,tttinning'for t`.o bnwtkry between the t act hereto rtewrib!al
and the inid 394.130 acre Jefferson County Waterway told Naviption District tr4;:t,for the boundary
N
tin-;i distance of 551.11 teen 1 to a 51;0" iron tnd(bent) found for corder;
Tit I CE, SOUTH 31'51'304 WES'Y,continuing fur the lsouttdarybetw•een the tract herein tles.ribctA
O and the said 3rt4.130 acre.Jefferson County Waterway and Navigation District terra, for a distan;e of
• 2.00.71 foot to n 5i8" iron nod(hitt)t`uund fur caancr:
O it/E:NC'Y:soirrit 012ot2'5S wrrS'r,continuing for the boundary between n the tract heroin der.r.litiod
and the said 394.130 acre Jefferson County Waterway and Ninibatiaut District tract. ti)r a distance Of
99.39 feet to a.r8"iron red fount fin t;orner:
iler/CI?. SOUTtt 18259'25' EAST,continuing for the boundary between the tract herein described
and the said.}44.13C)acrelemon County W':rtetway and 14.9 gation 061(.110 tract, for a distance of
219.71 feet to a 5!S"iron read found fur come
1-4
irrCD
THENCE SOUTH 12°05121" WH T,continuing rot the boundary between the rruct herein described
and the said 394.110 acre Jefferson County Waterway end Nr igation ili4tritc tract, for n distance of
tib 521.06 feet to a 3r8"iron rod fouled for corner,
r-r
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O
p,..7
�• •' MARK WWHMAZY AMP,CtSOCtir4!tic
ti
THENCE SOUTH OS140'50" WEST,continuing for the boundary been the tract herein described
and the said 394.130 acre Jefferson County Waterway and Naviaatioa District tract, fur a distance of
1966'3 feet to a 518"iron rod found for comer,
0
'THENCE SOUTH 13'33'31"WEST.continuing for tltc boundary between the trod herein described
and the eaid 394.130.acre Jefferson County Waterway and Navigation District trait, for a distance 01
1013;..52 feet to a point for corner.amid point being an interior ell corner oIthe said Clark Etetiningand
Marketing. Inc.TRACT 7 and said corner being an angle point in the West line of the said 394.131)
acre Jefferson County Waterway anb Navigation District tract and being the Northeast corner OF that
n certain called 136.883 acre tract of land as described in a "Special Warranty Deed" from Sempra
CO Energy Production Company to Jefferson County Waterway & Navigation District as recorded in
Clerk's File No.2005043469,Official Public Records of Read £ropety,Jefferson County,Texas and
said corner Nein Citt the common line between the a'd'd John We trop Survey and the ID. Polk Survey.
8.= Abstract No-770,Jetletsan County.Texas:
a 'TH.ENCE NOKTI-I WW"U6'49""Wl?5'1',for the boundary between the tract herein described and the said ,
rrn
r 136.885 acre Jefferson Ctauaty Waterway &Navigation District tract and that certain called 861.73S
.,tree tract Ot land, identified at TRACT' 16, es described in a"Spent Warranty Deni" from Sempri
OEnergy Production Company to Port Arthur LNG Holdings, LLC as recorded in Clerk's File'No.
31)1)60!7})c), Official public t,ocords urReal Property, Jefferson-County.Texest the sante being the
cotni lmt line between tie said John Weateott Survey and the said I.D. Polk Survey,for a distance:of
!16,).10 t'ect to a pain for center, said comer being an exterior ell corner ref the said Clark Refining
and Marketing. Inc. TRACT 1 and au interior cls comer of the said 861.738 acre Port Arthur LNG
1101dions,1.1,C tract;
T IIENCE. NORTH fry)"Ua'OR''' EMIT. io:'t1;e btloaJ;try between the Hetet herein de5eribt.NI and the stti:l
%t.733 .tcre Port Arthur WO Holdings, LLC tract, the stone being the Wn t line of th laid Chick
t..t Relining and Marketing.Inc.TRACT 7,for a distance of 3349.12 feet to a point for'corner:
fD
THENCE.' NORTH iQ441 a0" EAST,continuing for the butuatary between the tract ikereirt dctiv'ribc:l
and the slid 861.738 acre Pun Arthur LNG Holdings, 1.1.0 tract,the same being the West line of the
Q ,tuft Clark Relining and Marketing,, Inc. TRACT 7, For a distance of 21(488 feet to the POINT 01'
BE C INNING and containing 6-30.126 Acres gross,more or less.SAVE ANY)EXCEPT the following
ht tract.;,thereby(craving 510.424 Acres net.more or less:
cD
'1�C
ti--t
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LIKE AND FXCCPI'.
Tract 1 •-"Atligs,tgr Pond"
O
7,
F of _ —
M.r,r,c tr.w1,#eUVANA ArUOl'Jnra'xINC.
r;D Legal Description: 116.974 Acre Tract GT Parsee of Land
Franklin Baker Survey No.2.
Also known as the John Wescott Survey.Abstract No.725
O T.&N.O.R.R.Survey,Section No. l2l,Abstract No.250
Jefferson County,Texas .
pNe.?,also known us tha lotto
BEING a 116.97.1 acts tract being situated in the Franklin Baker Survey
Wescott Survey. Abstract No. 725, Jefferson County.Texas Ind the r.&N.O.RR. Survey. Section
No. 121, Mist/act No. 250, Jefforson County.Te ac and being out of and pan of that certain called
1553.132 acre tract,identified as TRACT 7.as described in a'Special Warranty Deed" from Chevron
(p U.S.A_to Clark Refining&Marketing. Inc.as recorded in Clerk's File No.95-9505598.Official iculblic
Ra oriL of kcal Property, Jefferson,County.Texas.said 116.974 acre tract being Pa
rly
described as follows:
ri ;'UTli .4( bearings are referenced ra they commencing call oJthat cerinln rolled 371.719
-4 ,axe tracr of haul. Identified ea TRACT 6, as described is'a' Speelhl Warranty Deed"
FT. from Chevron U.S.A. to Clark Reining&Marketing,Inc..as recorded►n Cler 's File No.
r1i•9$0559�3. Official Public Records- of Real Property. Verson Coin('. Thos as'
pNORTH 01'75'31".1.V ST. .til set S:�4" iron rods set with a cap stomped "4'1 W Whiteley
`0 &,t.c. ciares".
COMMENCING at a Gulf concrete roonoinent found for the Swrtlnwest cennec of their.ecnaln called
0.t).4 acre tract Of land as described in a dead Groin Port 01131 and Duck Co. to Gulf Relining
C:vnttratty 115 lYetorded in Volume 214, Nig,: 76, tyx..d Recordi, Jefferson County. Texas, and said
write also being the polar obeginning in the description of that certain called 103224 atter tract, t
t(ent'tied a::TRACT 5,as deFcribod at 3 "Sp&ciat Warrant;. Deed" tcom Chevron 1.1 5.t\.. to CLirtc
Refining & Marketing, Inc. as recorded in Clerics File Nu. +�.95O5593, Official Public Record3 of
CD trod Property,Jefferson County.Texas;
CD Ill ENO',SOUTH 66'5?'01" WEST.for;t distance of 6036.47 feet to r StS"iron rod in theeenter of a
gra,, rood set for tete mo:t Easterly comer and the POINT OF BEGINNING of the tract herein
O described.
0 Ili E:NCt along and with the cettter{ii a o','a guts;road the following courses.and distance.,:
O
-. S tuts 1'11 3S°401.59"WEST, for a distance of VSi 99 feet to a 5/8"trop rod set for corner;
0 ScttTH 37Jor'00"SV EST,for a distance of 242.87 feel to a$18"iron rod set for comer,
ro
.- SOtftlt 36414'59"WEST. for a distance of 515.67 fcettu a 558'iron tad set for cattier;
H
"u-
rr SOUTH 21°14'36"WEST, fora diitant;e of 101.61 ktttu zt VS" iron rod set for corner:
(U SC7UTft 12.626',..r EAST,for a distance of 346.44 feet toa 51S^iron rod set for carnal
N SOUTH 11034'191 WEST, for a distance of 592.36 tett to a 51&"icon rod set for corner;
rr
t'3
0
MAU W.f/NtrEr..irAND.r.FSOCMTES.NC.
•
SOUTH 54'5040" WEST.for a distance of 243.89 feet to a 5113"itOn rod set for CQID r;
SOUTH 66749'W WEST,for a distattee of I2..67 fret to a 518' iron rod sot,for eonitr,
0
SOUTH.80"34'03"WEST,for n dis[anc:t:or I:i38 90 feet to a StS"iron rod set for corner,
0NORTH OS°06'06"EAST,for a distance.of 1391.88 feet to a 513"iron rrxl set for ct5rncf:
tir1RTH mrotr46'WEST,for a distance of 121.83 feet to a 51r imn rod set fur comer;
(D NORTH OI`?3'0I" EAST, for a distance of q1.10 fee to a 5ir iron rod set for corner:
NORTH 1$''3'1'2(Y' EAST.far a distance ofg05.54 feet ton 5:S" ison rud set for canner;
(0 l'l)[t1'E1 30"14'03" EAST.for a distance of 105,S2 feet to a 51"iron rod set forcorn►x;
CD
r-r•
NORTH 58'48.1r EAST,[or a distance of 81.23 feet to a 5!S'i orerott set for corner:
0 NORTH 73°57'I4" EAST,fora distance of 518.114 feet to a SB"iron Tod set for c0rrtcr:
C;UIt,'f[-!S I'!k7'O4"CAST,for a distance of 406;1? feet to a 518"iron red set for corner:
SUU'1'H 77'=2440" laAST, fur,t distance t)18 I..65 feet to 3518" iron rod set fur corner,
St.)t)'R'I 56'53'48'EAST. for a distance ut'2.11.39 feet to_a 5!!I"iron rod set Cut c'orne'r
S0I/111 77937'46"EAST,Eby a distance:of 63.25 feet to,t 3!S" iron tud sot far cuauer;
ro
NORTH 79716'W EAST,(or dist,uice ot'441.61)feet toe Vi"iron ro►t sac flat comer;
rD
QSOU'rt•l S7'26':%2"EAST,for a distance at'118.97 feet to a Si. "iron rod set For corner,
soun4 66)1 3'l 1" E.AsT,for It distance or80.3a feet taa 5/8"iron roes set i'or corner,
O
ft1F: C'ti &OU.l•fat 52'1)4'19" EMI',continuing along and with the=met—line of u visa road, for a
' distance cif 487.65 feet to the POINT Olt BEGPININ(, nod containing 116,974 ACRES,more or
('7
A;Y1),SAVE AND 'Xt)t1
,'D
Tract t—"Water Tresteneat Focelity"
11:01. Legal Description: 2.728 Acre Tract or Parcel of Land
t7
?limit)al U
t4.01.L W.Weft rELIYANA ASSOCrAIFf,Wr:
L I - •
Cf Franklin Baker Survey No,2
IUso known=the John Wolcott Survey,Abstract No.735
Jefferson County.Texas
tJoh
=' BEING n 2.7211 acre tract being situated in thin Franklin Baker Survey No.3,also n
known of aas that the e John
Wescott survey. Abstract Nn.725, Jefferson County,Texas and being out of and pert
called t 55$.182 acre tract, identified as TRACT 7, as described in a"Slevial Warranty Deed" from
= Chevron U.S.A. to Clark Refining 8t Marketing. (rte. as recorded in Cleric's Pile No..95.•9505S9S,
.2' Official Public Records of Real Property. Jefferson County,Tesas, said 2.728 nem tract being'Tore
rtit:ulartY described as follows:
CD
PK-
NOTE.:,d!!tL<�nrJitg,.c era referenced to the commencing alit!of that certain called 371.719
�,
arc tract of land. identified as TRACT 6. as d¢srrihed is a "Special Wurrnnly.Deed'
Iran+Chevron U.S.A. co Clark Refining el Marketing.Inc,as recorded in C1a+'k's.File No.
r-r 95.450`59$. 0/)lelu! Public Records of Real Property, Juff on n e County,
unt. f xasiitns
,V'ORT!(UJ°!5'3(" WEST. Ali set 51,4"iron rods ser with a cap.mop
o
CD ay
&,d csociates".
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n
0 Cc 1M1.NCINC at a Gulf concrete ntonurnent found for the Southwwet comet of;!{tat certain cabal
ID 0.03,4 acre tract of land a+ described in a decd from PQn Canal and Dock Co. to Gu(f dad t (g
Company as recorded in Volume 219. £o a 76, Deed Aecocd$, JeJirt:tsott Cnttt).ty,'f teens, . .
corner alio being flies point of beginning in the description pf that certain called 103.24 acre Iract,
identified ns TRACT 5, as described in n 'Special Warranty Deed' font Chevron U.S.A. Ea Clark
Refining & Marketing, Inc. tig wooled in Cleric's Dile No. 95- 56550,Official Public lrecbrcls of +
Real Property.Jefferson Cour.ty.Texas..
THENCE: NORTH- 71'16';5' WEST, for a distance of 713.92 file.to a sir iron 'rod set for the
LI Southeast cs?rrt$r and the POINT OF BEGAN NTNG of the tract heicin deearibetl;
CO
t'D 't:llENC.'E NOR'Tif 8(t30911i"Wt S f.for a disrance of 13t).3I feet to a VS'iron rod tet for corner,
VI
0 THENCE 4OR CF( 11'47'11&" EAST,for a d;stanee,of 951.47 feet to:tr SSSr;
''iron rod set fur come
O -1'LIENCE SOUTH 709)S'.06"EAST.for:L L1i•tunce of 91.29 feet to r 5)8"iron rod set for t,orner;
=
'THENCE SOUTH 16''f 8'IV EAST.for adictanee of 89.65 feel to a 5:8"iron rod set for corner;
THENCE SOUTH IMAM" WEST. for a distance of 863.51 feet to the POINT OR BEGINNING
as and containing 2.725 At;ttUS,tt'OCC or lC6S. - t
1 .1 Surveyed on July 17,2t108. This legal description'ts being submitted along;with a plat baud on this
r•Tsure•-• .. —c,
CD OF A.
3 1,2 / s s' s
,(1),s, . cli5Krtiu S.AQWC
Thomas S. Rowe,RPLS No. 5728 •,........--.:*'' ,:
t� ;� ant) ,,,:Q
Q ?.;.rroL•�sary.ifs.ctraerawuoc,c ��,y•o0j tL '. t'3
s ,.,e:;, 'G
,v0 1.J cl.'4
r
Psiaa t l tyf t 1�_
NARA w wton sarmo Atssoc.Laret.WC.
t
'r , .... ... . _._. . .........
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Extuarlr"A"
tt
c"t Tract if
O
• Legal Description'. 211.036 Acre Tract or Parcel of Lund
O 11C Arthur Survey,Abstract No.61
C f effttson County.Texas
as
Z
q RCN a 28.036 ime tract or parcel of band situated in the R.C. Arthur Survey, Abstract No. 61,
() Jetrerson County,Testas and being ant Of uttd_pati of that certain i:alled 40.511 acre tract,identified ac
M. 'TRACT 4. tic described in a "Special Warranty Deed" from Chevron U.S.A. to Clark Refining.&
--I" '`dickering. ane.as recorded in Clerk's Fite No. 95-9.50SS98,O016a1 Public Records of Real Property.
Jefferson t'ounty,Texit,said 24.036:acre tract being more ptnicularly described as follows:
N rYr)71i*::111 bearings(try reeretu•er1 ry the comrnencing cell of liter certain calk&371.719
3 ,,,,re tract of land. identif ed am TRACT 6, as described in a "Special Warranty Deed"
CO
,boat Chat•-nan U.S.A. lu Clerk Refining cl Marketing,Inc.ens"recordrd in Clerk's file Na.
n 95-950559g, Official Public R.eords of Real Property. JtfJrersan County, Texts as
Q Aoftri!01'7,('. 1" ItrEST. 4i(sat 5'(Y"•irun rocas.ret with a cap sramped."AI W .Whlrrlt>v
al ,tssrtciates''.
CO'SAfE."CINiG at a Gulf con rete monument found tar the Southwest comet cif that certain celled
9.034 acre tract of land !L5 alcse:ribed in a doed l'rum Port Canal and Dock Co. to Gulf Refining
Company as recorded in Volume 219, Page 76, Deed Record;,Jefferson. County. Texas, and said
tar .nier. also brink the point of beginning in The description of that certain called 103224 acre tract,
nlettri.tied a 7'R,\C1 5, ny dacztitcd in :t ";:*ei:t1 Warranty Deed" from C.hevrott U.S.A. to Clurk
Relining & Marketing. int;. ;is recorded in Clerk's File No. 9S=9503598. Official Public Records of
t� Reit Property, Jefferson County,Texas and said tomer tieing in the Northwesterly line of that certain
rD
called 25rt_01 :etre tract.identified :o PPoreel C', as described in a"Special Warranty Deed" from J.S.
C Hollyliel.l, Trustee, to• Rice-Curdett Cetrpsration a rrcunlcd int Volutbe. 172.9, Page :45. Deed
If) Records.left'erson.C_aunty.Texas;
THENCE NORTH 41"131)0" EAST,, along and with the Sonthebterly line of the said TRACT t<znti
o the :tiortltwe tcrl r line Of the said 25t1.fl2 acre Rice•Carden Corporation tract.'ti r a distance of 111:.93
C feet to u(iutf cuncretc monument round for the Utast Southerly garner or the shied Clark Ranting&
Marketing. Inc.TRACT 4:
n THENCE NOWT14 41°IY45" I:ASI•, for the boundary',between the saki TRACT 4 and the said 259,tr2
F6- ecce Rice-Carden Corporation;rata, for a distance of 601.47 feel to the POINT OF IBEGLNNtMG of
7R' the iniet luxein described,and from said corner;n chain link fence post bears NORTH 1 '35'5.0'WEST
a distance:of 0.41 reset;
CD TUE 4CF.NORTH 49°35'50'WEST.over and across the said TRACT 4,fora distance ol'48 .77 feet
3 to:t 54" iron rod ser for corrin,said corner being in the common line between the said TRACT 4 and
CD
e'r that certain called 554.093 am tract, identified as TRACT 3.as described in a'`Sprt:ial Warranty
n Deed" (rain Chevron U.S.A. to Clark Refining St Marketing, Inc,as recorded iu Clerk's File No. 95•
0
0
Putti i o(t
MARIE W.Wifiliturkyokidochir,a,t.'K:
ro
9505598, Official Public Records of Real Property, Jefferson County. Texas, for a;,ainc being thc
Nocthwestcrt right-of-way of that
� Y 8hwa line Y • portion of the abandoned West Seventh Street:
4 THENCE NORTH 4'17'24"EAST.for the boundary between the said TRACT 3 and TRACT 4, for
a distance ut• 1242.47 Fest to a scribed "X" in concrete found for corner,said corner bang the moat
Northerly corner of the said TRACT 4;
THENCE SOUTH 4S°a.1^3b"EAST. along and with the Northeasterly line of the said TRACT 4 and
sZ the Southwesterly right-Lir-way fine.of a t50 foot wide County Road.fur a distance of 988.35 feet to a
( ) point tuc corner, said tomer being the most Easterly corner of the said TRACT 4 and the must
CD Norrtterty corner of the said 259.02 acre Rice-Carden Corporation tract and from said corner a found
A— Gulf concrete monument(leaning)hears SOUTH 749)41W WEST a distance of 0.75,feet;
TE(F 4C:E SOUTH 4t"13'45"WEST. For the-boundary between the tract herein described and the said
N ?39.01 acre Rice-Carden Corporation tract, the same being the Southeasterty line of the said TRACT
4, for a di:IIance of 1227,15 feet tt+ the POINT OF BEGINNING and containing 25,036
�., ACR F.S,more Or less.
O Surveyed oii July 17,200 8. This legal description is being Submitted along with a plat based on this
survey, -')
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EXHIBIT"A"
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i2 Tract Hi
0
=' 1„rgal Description: 2.632 Acre Tract or t'orcel of Land
2 B.C.Arthur Survey,Abstract No.61
O Jefferson County.-tmix
BEING a 2.632 acre tract or parcel of land situated in the B.C. Arthur Surrey. Abstract NO. 61.
r) Jefferson County,Texas and being out uf'slid part of that certain called 371,719 acre tract,identified as
CD TRACT 6, as described ala "Special Warranty Deet1" front Chevron U.S.A. to Clark Refining &
Marketing, inc. at worried in Clerk's File No.95-9505398,Otfteilt Public Rccor'.ds of ft it Property,
1-4 Jcft'ctstin County,Texas.said 1633 acre tract being more-particularly described as follows:
t•'* That certain culled 371,7(9
CD NOTE All bearings sire pe creactd to the commencing call of
•,•., drrr, tract of land. iri,rntifted as TRACT 6. as described bra."Special Warranty Deed'
r--r front Ch,:vrwf U.S.A. to park Refining de 4farheting. Inc.to teeorded in Clerks Fife No.
(-) 9:i-Y31)559.3, OJ]fcia/ Public Records. of Real Proper:,v.. ,hJJJcrso?t County. Texas res
0 Winn O1"1311" tYGST. Alf sat 5/3" iron rods sct with a capstamptd",tl.►P; Wlulieloy
&.:t>sockrtas".
COMM ECCItNG at it Gulf cuncrctn: monument found for the Southwest comer of that curtain called
t 1).03.1 ;tree tract of load as dews ribcd in a deed from Port Canal and Dock Co. 'to Gulf Refining
1 Cotftpnn} as recorded in Votutne 219, Page 76. 1,7ct:tl Records, J4f'ferlon.Couttty', Texan, ant} "
1 col.cVr 111;o heing the point of beginning to the description of that certain called 103.224 acro tract,
ideutitkki ;e; TRACT 5. tit; ile eribett hi a '$pecia( Warranty [)red" from Chevron U.S.A. re-, Clam:
ttetittiag &. Marketitt$. lite. as recorded in Clerk's File Na. 9S-950559)3, Official Public Records of
—U
! Rso
utin Property. Jefferson Courtly,Texas oil said curter being in the Northwesterly line of that certain
c:llcil 2'').01 acre tract, lticatificttt a:"i'ar::c1 C", an described in a'Special Warranty Dail" from J,S.
CD Hollyucl,l, 'I'ca.tee. to Rice-Garden GartAration as recorded in Vohntte 1729, Page 145, Oeed
Rerurtis.Jefferson County,'Uc~xcu:
(e.,‘"1Tilk:NCE NORTH t2"57'34" WEST fora diatom: of 10543.01 feet to u 5/?i"iron cued bound rut die
mist i:agerly:, n ter and ihe:POT OF BEG INNING ofthe tract herein described;
TE•lEN C!:.SC11.'71 t 6l"43'07" WES'F,for a disIJim orl 453.79 feet to a 5i11"hon rod set Inc comer.
n THENCE SOUTH 21°06'40"WEST,fi'r a distance 0576.93 376.93 Gat to a.5i5" iron cod set for corner.
R. THENCE SOUTH 66°03'15°WF.S ,fir a distance of 51.92 fret to a 54t'itvn rod sot for tooter,
re-
'FtIENC E NOLtTIf.05°50'1!1." fsAsr, fur a distance of 75.79.feat to a point for corner,said corner
I'D being la the Northwesterly line of the said TRACY 6 and in the Southeasterly tone of that certain tract
.=.. .7f land identified as"Current Jefferson County A33es.SUC Parcel Number"49400-000-061270.01)000-0
',�-r ns described in a "Correction Decd' from Che run U.S.A.,Inc.to Texaco Downstream Propcctit tit(.
• 0
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_Pao I of l ..._re-.----..r
.. MARX W.WHITftEYAND A.rSCCIA1&s;f#C.
•
N us recorded in Clerk's File No, 200)11535, Official Public Records of Recti.Property, Jefferson
County.Tcaas;
2Q THENCE NORTH 24"44'20"EAST.for the boundary between the tract herein described and the said
Tex:tet)Dotvn ue mmi Pmpertics Inc.tract.the same being the Northwesterly line of the said TRACT 6,
fora distance of 398.6" feet to a point fct corner,
•
THENCE: NORTH 6.7''26'24"EAST,continuing for the boundary between the tract herein described
`7 anti the said Texaco Downstream Properties Inc. tract, the sane being the Northwesterly line of the
said TRACT 6. for a distance of 1432.33 feet to a point for corner,front said corner the moat Nurtherl;i
CD corner of the Aid TRACT 6 bears NORTH 6216'24" EAST a distance of 184.54 feat;
'rHENCE SOUTH 26°51'54" EAST,over and acmes the said.TRACT 6,passing nt a distance of 9.93
' M feet a 2" iron pipe found for reference and continuing for a total askance of 70.64 feet to the POINT
CDOF BEGINNING and canittiring 2.637 ACRES,mort<orless.
C Surveyed on July 17,aiMB. his legul desc'tiptioi is being submitted along with a plat based on this
iurcey
Thomas S. Rewe
5ntt LS No. 5723 TNt7S S; �pYJL,I
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NARK W.arlit ELSYANAA%SOC/ArE',tvc
EXHIBIT "E"
LEGAL DESCRIPTION
of
FHR PA (Flint Hills)
(Resolution No. 13-623)
10
424.7±ACRES OF LAND AND WATER
PART OF BLOCK 7,RANGE "M",BLOCKS 6 & 7,RANGE "N",
BLOCKS 6 & 7,RANGE "0", & 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 "0", 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 conveyed 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 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 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 Southwest 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 Southwest 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 Southwest 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 Southwest 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 Southwest 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 Southeasterly 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 Southeasterly 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 Southeasterly 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 Arthur
LS-16-0833-B
EXHIBIT "F"
LEGAL DESCRIPTION
of
Praxair, Inc.
(Resolution No. 13-624)
The Property Owner is Motiva Enterprises
11
l of4
LEASED LAND
1.1 Parcel No.1
METES AND BOUNDS DESCRIPTION OF
5.113 ACRES OF LAND SITUATED
IN LOT 4, BLOCK 6,RANGE "N"AND
LOT 5, BLOCK 5,RANGE "N" OF THE
PORT ARTHUR LAND COMPANY SUBDIVISION,
PORT ARTHUR,JEFFERSON COUNTY,TEXAS
Being a 5 113 acre tract or parcel of land, a portion of that certain tract of land (called
Tract XIV 2079 65 acres) as conveyed by deed from Texaco Refining&Marketing, Inc
to Star Enterprise,Inc. (now Motiva Enterprises, LLC)recorded in Film Code File No.
102-54-1377 of the Real Property Records, County Clerks Office,Jefferson County,
Texas as situated in and a part of Lot 4, Block 6,Range"N"and Lot 5, Block 5, Range
"N"of the Port Arthur Land Company Subdivision as recorded in Volume 1, Page 22, of
the map or plat records of said County and being more particularly described by metes
and bounds as follows,
BEGINNING at a 1/2" steel rod with cap set marking the most easterly northeast corner
of the herein described tract of land, said point bears south 01 deg. 44 mm. 42 sec. West a
distance of 5986.66 feet from a Texaco concrete monument found located at the
intersection of the Westerly Right-of-Way line of Savannah Avenue(Spur 215), a 70.00
feet public dedicated Right-of-Way,with the North line of Lot 1,Block 7,Range"M" of
said Port Arthur Land Company Subdivision same point also bears South 48 deg 17 min
21 sec West from a 1/2" steel rod with cap marked"J.R. HODGES #4583" located on
said Westerly Right-of-Way line and the East line of said 2079 65 acre tract of land,
THENCE South SO deg 44 mm 07 sec. East along the East line of this tract a distance of
638 87 feet to a 1/2" steel rod with cap set marking the Southeast corner of the herein
described tract of land,
THENCE South 39 deg 15 mm 53 sec. West along the South line of this tract a distance
of 353 00 feet to a 1/2"steel rod with cap set marking the Southwest corner of the herein
described tract of land;
THENCE North 50 deg 44 min 07 sec. West along the middle West line of this tract a
distance of 180 50 feet to a 1/2" steel rod with cap set marking a corner of the herein
described tract of land;
2 of 4
THENCE South 39 deg 15 mm 53 sec. West a distance of 17.92 feet to a 1/2" steel rod
with cap set located on the most Westerly line of this tract marking a corner of the herein
described tract of land;
THENCE North 50 deg. 44 min. 07 sec. West along the most Westerly line of this tract a
distance of 193 25 feet to a 1/2" steel rod with cap set marking a corner of the herein
described tract of land,
THENCE North 39 deg. 15 min 53 sec East a distance of 31 59 feet to a 1/2" steel rod
with cap set located on said middle West Iine marking a corner in the herein described
tract of land;
THENCE North 50 deg 44 mm 07 sec West along the said middle West line of this
tract a distance of 234.04 feet to a 1/2" steel rod with cap set marking the most Westerly
Northwest corner of the herein described tract of land,
THENCE North 39 deg 15 mm 53 sec. East along the lower North line of this tract a
distance of 164.17 feet to a 1/2" steel rod with cap set marking a corner of the herein
described tract of land,
THENCE North 50 deg 44 mm 07 sec West along the middle East line of this tract a
distance of 46 13 feet to a 1/2" steel rod with cap set marking the most Northerly
Northwest corner in the herein described tract of land,
THENCE North 39 deg 15 min 53 sec East along the most Northerly line of this tract a
distance of 163 32 feet to a 1/2" steel rod with cap set marking the most Northerly
Northeast corner of the herein described tract of land,
THENCE South 50 deg 44 mm. 07 sec East continuing along the upper East line of this
tract a distance of 15 05 feet to a 1/2" steel rod with cap set marking a corner of the
herein described tract of land,
THENCE North 39 deg 15 mm 53 sec East continuing along the middle North line of
this tract a distance of 11 84 feet to the most Easterly Northeast corner and PLACE OF
BEGINNING and containing in area 222,715 square feet or 5.113 acres of land,more or
less.
3 of 4
1.2 Parcel No.2
METES AND BOUNDS DESCRIPTION OF
2 81 ACRES OF LAND SITUATED
IN LOTS 5 AND 6, BLOCK 5, RANGE "N"AND
LOTS 3 AND 4,BLOCK 6,RANGE "N"OF THE
PORT ARTHUR LAND COMPANY SUBDIVISION,
PORT ARTHUR, JEFFERSON COUNTY, TEXAS
Being a 2.81 acre tract or parcel of land,a portion of that certain tract of land(called
Tract XIV 2079 65 acres) as conveyed by deed from Texaco Refining&Marketing, Inc
to Star Enterprise, Inc. (now Motiva Enterprises, LLC)recorded in Film Code File No
102-54-1377 of the Real Property Records, County Clerks Office, Jefferson County,
Texas as situated in and a part of Lots 5 and 6, Block 5, Range"N" and Lots 3 and 4,
Block 6, Range"N" of the Port Arthur Land Company Subdivision as recorded in
Volume 1, Page 22, of the map or plat records of said County and being more particularly
described by metes and bounds as follows;
BEGINNING at a 1/2" steel rod with cap set marking the Northeast corner of the herein
described tract of land, said point bears South 02 deg 44 min. 38 sec East a distance of
5641.37 feet from a Texaco concrete monument found located at the intersection of the
Westerly Right-of-Way line of Savannah Avenue (Spur 215), a 70 00 feet public
dedicated Right-of-Way with the North line of Lot 1, Block 7,Range"M" of said Port
Arthur Land Company Subdivision same point also bears South 47 deg 44 mm 39 sec
West from a 1/2" steel rod with cap marked"J R HODGES #4583"located on said
Westerly Right-of-Way line and the East line of said 2079 65 acre tract of land;
THENCE South 50 deg 44 mm. 07 sec. East along the East line of this tract a distance of
320 00 feet to a 1/2" steel rod with cap set marking the Southeast corner of the herein
described tract of land,
THENCE South 39 deg 15 mm. 53 sec West along the South line of this tract a distance
of 382 50 feet to a 1/2" steel rod with cap set marking the Southwest corner of the herein
described tract of land;
THENCE North 50 deg 44 mm. 07 sec West along the West line of this tract a distance
of 320.07 feet to a 1/2" steel rod with cap set marking the Northwest corner of the herein
described tract of land;
THENCE North 39 deg 16 mm 31 sec East along the North line of this tract distance of
382.50 feet to the Northeast corner and PLACE OF BEGINNING and containing in area
122,413 square feet or 2 81 acres of land, more or less
4 of 4
1.3 Parcel No.3
Parcel No 3 lies within the existing contractor parking area immediately north of
Highway 82—Spur 214 and immediately west of Gate XYZ off Highway 82—Spur 214
The dimensions of Parcel No 3 are approximately 220' (N-S)by 220' (E-W).
baba el
qua
The MeOrogen Faulty e4 ee era poem m Moen's ry o*bE the ousel
bounded aorta Wet'.11^Bresnan the omit;ear ren 6anh Weasel to the wt*
omelet Sash T Raab to to east,aid south m Tana!Reed(a ere n va
Cheroot Rare Rom)to ttb earth The drnsmiom m euth omoeI ere
epproetruley 400'(1+8)by 8017(E.44),topenter ben beet el to prod bounder_'
by W.118 Ease!m the•otM,Boufi P Red to tee spa'Toeenehd Reed to
the tnrth,and tho steer wow dralryge cwt to Mewed The apotmdmete
einoteens d aurae sandal ousel aro 400'(r48)by 130'(E-W)
A metro of the Iyd:goo Fatdtiy wt1 Moo fie on Rood=d Mabee weeny
;dean Me pens!bounded north ot7owmmnd Rote to ern Dour,.tart d Barth
W Rafe E the west of Barth T Rad to Dm test end south of The
Rstmsd Traeiu to the not.The dtremnmts of @is Dene!mo aDprsbenetetY
24tO 11,14 by 60'fE.VVJ.
The black hldh@phted Dmt on d the oreeno on the second Dopa eta E IIbtt
toed=Ae bolters ofMottoes Droplet,'on whore to tfydrseen FmAb
=panto m be locales✓.
I i
I t
j t
�11
1
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Attached herein are the legal descriptions of the tracts owned by Motiva
Enterprises LLC which are the subject of this agreement.
Tract I - 113.822 acres
Tract II - 53.5510 acres
Tract III - 44.2161 acres
Tract VI, Parcel A - 14.386 acres
Tract VI, Parcel B - 7.256 acres
Tract VI, Parcel C - 10.946 acres
Tract VI, Parcel D - 1.067 acres
Tract VI, Parcel E 8.489 acres
Tract VII, Parcel A - 18.233 acres
Tract VII, Parcel B - 966.164 acres
Tract VII, Parcel C - 67.660 acres
Tract VII, Parcel D - 129.341 acres
Tract VII, Parcel E - 4.459 acres
Tract VII, Parcel F - Only 2.72 acres of the described 9.669 acres is
a part of this agreement. The 2.72 acres is
located in Blocks 26 and 27 of the Port Arthur
Heights Subdivision. The remainder of the
tract is in the incorporated area of the City.
Tract VIII - 62.764 acres
Tract XII - 40.1276 acres -
Tract XIV, Parcel A - 1785.569
Tract XIV, Parcel B - 9.373 acres
Huntsman Corporation and Ethyl Additives Corporation jointly owns a
twenty-five percent (25%) interest in the following tracts:
Tract I out of Tract XIV, Parcel C (28.850 acres)
Tract II out of Tract XIV, Parcel D (66.004 acres)
Tract III out of Tract XIV, Parcel E (30.848 acres)
Tract IV out of Tract XIV, Parcel F (30.677 acres)
Tract V out of Tract XIV, Parcel G (14.811 acres)
Motiva Enterprises LLC owns the remaining interests in these tracts.
31 MOTIVA.AGRE
( , • ,
June 5, 1998 . ,
•
•
Legal Description:Tract 1
Port Arthur Terminal
Film Code No. 102-84-1325
Page No. 6
13B1TNG a 113.822 acre tract of land out of the John Bennett, Abstract 70, H. B. Moore, Abstract
847, and John Bennett,A-71, Jefferson County, Texas. Said 113.822 acre tract is being composed
of the tracts described in the following listed deeds: Volume 581, Page 350, Volume 452, Page
344, Volume 118, Page 457, Volume 136, Page 181, Volume 135, Page 306, Volume 100, Page
462 and Volume 118, Page 455 of the Jefferson County Deed Records. Said 113.822 acre tract
being more particularly described below with all bearings, distances, and coordinates referenced
to the Texas Plane Coordinate System; South Central Zone, Lambert Projection, NAD 83,
hereinafter refs red to as T.S.C. All acreages shown are grid. The theta correction at the PLACE
OF BEGINNING of said tract is 2°28' 23" and the scale factor is 0.9999035.
BEGINNING at a concrete monument found in the Easterly line of the Kansas City Southern 150
foot right-of-way and the Southwesterly corporate line of the City ofPort Arthur. Said rebar also
being the mast Northerly corner of the tract herein described with T.S.C. coordinates of y=
13891064.041 feet and x3568248.578 feet.
TEENCE S 53° 18'50"E along and with said City of Port Arthur corporate line a distance of
419.92 feet to a concrete monument found.
TiLENCE along and with the Easterly line of the tract herein described as follows:
S 22°32' 56"W a distance of 999.37 feet to a 5/8" iron rod set at the F.C. of a curve to
the left with a long chord that bears 5 17°30' 57"W a distance of 339.55 feet, a radius of
1935.18 feet and a central angle of 10°03' 58";
Southwesterly along and with said curve to the left an arc distance of 339.98 feet to a 5/8"
rebar found at the P.T. of said curve;
S 12°28' 58"W a distance of 1450.91 feet to a 5/8" rebar found at the P.C. of a curve to
the tight with a long chord that bears S 16°01' 43"W a distance of 71.45 feet, a radius of
577.65 feet and a central angle of 7°05' 30";
Southwesterly along and with said curve to the left an arc distance of 71.50 feet to a 518"
rebar found (bent) at the P.T. of said curve,
S 19° 34' 28" W a distance of 291.77 feet to a concrete monument found (broken) at the
P.C. of a curve to the left with a long chord that bears S 12° 18' 04" W a distance of
159.29 feet, a radius of 627.62 feet and a central angle of 14°34' 50";
Southwesterly along and with said curve to the left an arc distance of 159.72 feet to a
concrete monument found (broken) at the P.T. of said curve;
S 05° 01' 55"W a distance of 1392.23 feet to a 518" rebar found;
S 02° 04' 05" B a distance of 157.00 feet to a 518" rebar found;
S 05° 01' 55" W a distance of 346.43 feet to a.5/8" rebar found; .
S 87° 35' 05"E a distance of 85.62 feet to a point of intersection with the line of
mean high tide along the West side of Sabine Neches Canal.
• _ MARK W.WKI' ELRYAND ASSOCIATES,INC.
PAGE 2
• '`Legal Descdiption:Tract I
. - Port Arthur Terminal -
Film Code No. 1-02-84-1325
Page No. 6
THENCE S 03°43' 14"B along and with said line a distance of 356.59 feet to its 1
intersection with the bulkhead along the Southeasterly side of said tract herein described.
THENCE along and with said bulkhead as follows:
S 05°30' 48" W a distance of 630.08 feet;
S 17°2.8' 34" W a distance of 364.49 feet;
S 22° 45' 05" W a distance of 500.58 feet;
S 31°54' 03" W a distance of 509.54 feet;
S 40° 40' 03" W a distance of 1098.74 feet;
S 52°41' 17" W a distance of 198.52 feet;
S 75°30' 1.1" W a distance of 52.90 feet;
N 78° 50' 45" W a distance of 70.29 feet along and with said bulkhead to its
intersection with said line of mean high tide along the East side of the Port Arthur Ship
Canal.
THENCE along and with the East side of said Port Arthur Ship Canal and said tine of mean high
tide as follows:
N 07° 16' 15"E a distance of 1326.26 feet;
N 10° 51' 45"E a distance of 127.78 feet;
N 14°36' 14"B a distance of 228.17 feet to an intersection with the Southeast line of the
Turning Basin.
THENCE along and with said line of mean high tide and said Turning Basin as follows:
N 43°29' 38"B a distance of 468.78 feet to a point,
N35°58' 24" W a distance of 137.07 feet to the Northwest corner of a concrete dock;
N 50040' 38"E a distance of 547.45 feet to the Northeast corner of said concrete dock;
S 89°27'37"E a distance of 24,06 feet to a point on the West edge of a bulkhead;
N 50°32' 27"E a distance of 468.28 feet to a point on said bulkhead;
N 32°26' 45" E a distance of 235.26 feet to a point for comer;
N 29°07' 37" W a.distance of 51.92 feet to a point for corner;
N 46°07' 38" W a distance of 262.77 feet to a point on a bulkhead;
N 79°31' 36" W a distance of 38.47 feet to the intersection of the Northerly line of said
Turning Basin and the Easterly wharf line of Slip No. 3.
THENCE N 02°24' 55" B along and with said line of mean high tide and said Easterly wharf line
of said Slip No. 3 a distance 2319.87 feet to a 5!8" rebar found on the North end of said Slip No.
3.
•
THENCE N 02°24' 55" E a distance of 1058.86 feet to a concrete monument found (broken).
MARK W.WI3'1TELEYAND A 'SOCIATRS,INC.
1
PAG 3
Legal Description Tract I
" -- Port Arthur Ternunal' '
• i1m Code No: 102-84-1325
Page No. 6
'1H.NCE N 36° 42' 55" E a distance of 103.15 feet to a concrete monument found at the'P. C.
of a curve to the left with a long chord that bears N 22°46' 54"E a distance of 372.29 feet, a
radius of 773.97 feet and a central angle of 27° 50' 00".
THENCE Northeasterly along and with said curve to the left an arc distance 375.98 feet to a
5/8" iron rod set,
T1TENCE S 87°36' 06"B a distance of 18.21 feet to a concrete monument found.
•
T1-tu'NCE N 02°20' 19".E a distance of 305.08 feet to a concrete monument found (broken) at
the P.C. of a curve to the right with a long chord that bears N 19°31' 43"E a distance of 436.09
feet, a radius of 737.79 feet and a central angle of 34°22' 48".
THENCE Northeasterly along and with said curve to the right an arc distance of 442.71 feet to a
concrete monument.
211ENCE N 36° 43' 07" B a distance of 969.69 feet to the PLACE OF BEGINNING,
containing 113.822 acres of land. Said 113.822 acres being exclusive of 7.644 acres of land
covered by tidal waters and subject to the laws of the State of Texas concerning the use of Public
Waterways and described as follows:
BEGINNING at a 5/8" rebar found at the intersection of the West edge of the East wharf line of
Slip No. 3 at the North end of said Slip No. 3. Said rebar having T.S.C. coordinates of y=
13888087.813 feet and x=33567241.944 feet.
THENCE S 02°24' 55" W along and with the line of mean high tide and said wharf line a
distance of 2319.87 feet to a point for corner.
ti
11.LjENCE along and with the East end of the Turning Basin and said line of mean high tide as
follows:
S 79° 31' 36"B a distance of 38.47 feet to a point;
S 46° 07' 38"E a distance of 262.77 feet to a point;
S 29°07' 37" E a distance of 51.92 feet to a point;
S 32°26' 45" W a distance of 235.26 feet to a point;
S 50°32' 27" W a distance of 196.69 feet to a point on the Southwest side of
said Turning Basin.
TITMICE N 02°2.4' 55"E a distance of 558.58 feet to a.point for corner on the South end of
said Slip No. 3.
MLS. A
$W.WHIMEY ASSOCIATE.%INC.
PA.GB 4
• ' Legal Description: Tzaat I
.. ` Pprt Arthur Terminal
•
Film Code No. 102-84-1325
Page No. 6
INCE along and with said South side and the West side of said Slip No. 3 as follows: ,
S 62°24' 55"W a distance of 144.35 feet to a point;
N 02°24' 55"E a distance of 980.18 feet to a point; •
S 87°35' 05"E a distance of37.50 feet to a point;
N 02°24' 55"E a distance of 1411.87 feet to a point;
S 87°35' 05"E a distance of 89.51 feet to the PLACE OF BEGINNING, containing
7.644 acres of land.
I, Mark W. Whiteley, Registered Professional Land Surveyor No. 3636 in the State of Texas, do
hereby certify that the above field note description correctly reflects previous corners found or
reset based on.boundary survey performed by Sandwell dated March 1991 and made by me on the
ground and the limits, boundaries and corners are truly shown just as I found them at the time of
survey. Surveyed February thru June, 1998. This field note description is being submitted along
with a plat(Exhibit"B") based on this survey.
Kau!,
M.w WHITELEY
«90 36136 4p�•Q,�
Mark W.Whiteley,RPLS No. 3636 _
'
wAWOP.Dsrwrococ
•
•
•
}
MARK W.WElx'EL"EYAht13 ARSOCLA4Es,INC. .
June 5, 1998- '
Legal Description: Tract 11
53.5510 Acres (called 53.5583 Acres)
National Station.Property
B.C.Arthur Survey,Abstract No.61 • .1
Isaiah Bray Survey,Abstract No.401
Jefferson County,Texas
BEING a 53.5510 acre tract or parcel of land out of and a part of that certain 53.5583 acre tract
out of the, B.B.B.&C.R.R., Abstract No. 92, and the Isaiah Bray Survey, Abstract No. 401,
Jefferson County,Texas,which said 53.5583 acre tract of land was conveyed by Texaco Refuting
and Marketing Inc. unto Star Enterprise by deed dated August 16,1989, and recorded in Film
Code No. 102-8'4-1325,Page 7,of the Official Public Records of Jefferson County, Texas. Said
53.5510 acre tract of land being more particularly described below with all bearings, distances,
and coordinates referenced to the Texas Plane Coordinate System, South Central Zone, Lambert
Projection, NAD 83, hereinafter referred to as T.S.C. All acreages shown arc grid. The theta
correction at the PLACE OF BEGINNING of said'tract is 2°28'14" and the scale factor is
0.9999062. •
.BEGINNING at a Concrete Monument found at the intersection of the cast right-of-way line of
Terminal Road (60 feet in width) and the south right-of-way line of Fifteenth Street (60 feet in
width) and being an angle corner of said 53.5583acre tract, said point having T.S.C. coordinates
of 'Y= 13,897,205.334 feet and X=3,566,360.006 feet;
THENCE North 36°3748"East along and with the most northerly northwest line of said 53.5583
acre tract, same being the south right-of-way line of said Fifteenth Street for a distance of 10.56
feet to an "X" in concrete found at an Ell corner of said 53.5583 acre tract, same being in the
south right-of-way line of said Fifteenth Street;
THENCE South 53°2T12"East along and with the with disenortheast line
nd ate of an Ell 53.r 3
acre tract for a distance of 697.36 feet to a concrete monument
f
said 53.5583 acre tract;
THENCE North 36°3720"East along and with the most southerly northwest line of said 53.5553
acre tract for a distance of 1807.80 feet to a coacrcte monument found at the north corner of said
53.5583 acre tract;
THENCE South 53°20'36"East along and with the most northerly northeast line of said 53.5583
acre tract for a distance of 546.91 feet to a 5/8" iron rod found at an Ell corner of said 53.5583
acre tract;
btARKW.VilinzurWYAilID ASSOCIATES,INC.
PAGE 2
Legal.Description: Tract 11
53.5510 Acres (called 53.5583 Acres)
Nattional.Station Property
B.C.Arthur Survey,Abstract No.61
Isaiah Bray Survey,Abstract No.401
Jefferson County,Texas
THENCE South 36°23'11"West along and with the most northerly southeast line of said 53.5583
acre tract for a distance of 125.62 feet,to a 5/8" iron rod found at an Ell corner of said 53.5583
acre tract;
•
THENCE South 53°24'03" East along and with a northeast luno of said 53.5583 acre tract for a
distance of 149.48 feet to a 5/8" ironrod found at the east corner of said 53.5583 acre
tract,same being in the northwest tight-of-way line of West Thomas Boulevard(120 feet in width):-
THENCE South 36°38'02" West along and with the southeast line of said 53.5583 acre tract,
same being the northwest right-of-way line of said West Thomas Boulevard for a distance of
1934.69 feet to a 518" iron rod set at an Rngle corner of said 53.5583 acre tract, same being in the
northwest right-of-way line of said West Thomas Boulevard;
• THENCE South 23°14'32" West continuing along and with the southeast line of said 53.5583
acre tract, same being the northwest right-of-way line of said West Thomas Boulevard for a
distance of 333.40 feet to a 5/8" iron rod found at an angle corner of said 53.5583 acre tract; same
being in the northwest right-of-way of said West Thomas Boulevard;
• THENCE South 36°3709" West continuing along and with the southeast line of said 53.5583
acre tract, same being the northwest right-of-way line of said West Thomas Boulevard for a
distance of 594.86 feet to a 2" iron pipe found at as angle corner of said 53.5583 acre tract, same
being the northwest right-of-way line of said West lhomas Boulevard;
THENCE South 44°10'46" West continuing along and with the southeast line of said 53.5583
acre tract, same being the northwest right-of-way line of said West Thomas Boulevard for a
distance of 135.60 feet to a 1/2" iron rod found at the south corner of said 53.5583 acre tract, same
being the intersection of the northwest right-of-way line of said West Thomas Boulevard and the
northeast right-of-way line of State Hwy 82,also known as M.I.. King Drive(120 feet in width);
HARE W.Yainlerzx ASSOcztTEs,INC.
•
PAGE:3—
Legai Description: Tract It
53.5510 Acres (called 53.5583 Acres)
National Station Property •
A.C.Arthur Survey,Abstract No.61
Isaiah Bray Survey,Abstract No.401
Jefferson County,Texas
THENCE North 53°18'02" West along and with the southwest line of said 53.5583 acre tract,
same being the northeast right-of-way line of said State Hwy 82 for a distance of 224,25 feet to a
1/2" iron rod found at the southwest corner of said 53.5583 acre tract, same being the intersection
of the northeast right-of-way line of said State Hwy 82 and the east right-of-way line of said
Terminal Road;
THENCE North 06°51'53" West along and with the west line of said 53.5583 acre tract, Same
being the east right-of-way line of said Terminal Road a distance of 1785.80 feet to the PLACE
OF BEGINNING,containing 53.5510 acres of land, more or less.
Surveyed February thru June, 1998 by Mark W.Whiteley,Registered Professional
Land Surveyor No. 3636. This field note description is being submitted along with a plat (Exhibit
"B")based on this survey,
— O F•
0 Oh a #',,t4:5:1,r4p..4:s7k
Ab—drxt \1636
',ArkW.Whiteley,MILS No.3636 94, 2S1,3.0Ad�
W IWORDLSTi1RtiTRtCT/(JN 8 l!R
ALARE W.whtrr.ELEYARV ASSOCIATES,INC.
•
Tune 5, 1998" •
•
Legal Description: Tract III - 44.2161 Acres
National Station Ext.
B.C.Arthur Survey, Abstract No. 61
B.3.B.&C.RR.,Abstract No. 92
Isaiah Bray Survey, Abstract No. 401
Jefferson County, Texas
BSG a 44.2161 acre tract or parcel of land out of and a part of that certain 44.1180 acre tract out
of the B.C. Arthur Survey, Abstract No. 61; B.B.B.&C.RR., Abstract No. 92; and the Isaiah Bray
Survey, Abstract No. 401, Jefferson County, Texas; which said, 44.1180 acre tract of land was
conveyed by Texaco Refining and Marketing Inc. to Star Enterprise by deed dated August 16, 1989
recorded in Film Code No. 10244-1325, Page 7, Oficial Public Records, Jefferson County, Texas.
Said 44.2161 acre tract of land being more particularly described below with all bearings,
distances, and coordinates referenced to the Texas Plane Coordinate System, South Central Zone,
Lambert Projection, NAD 83, hereinafter referred to as T.S.C. All acreages shown are grid. The
theta correction shown at the PLACE OF BEGINNING of said tract is 2° 28'05' and the scale .
factor is 0.9999061.
BEGINNING at a 1/2" iron rod in concrete found at the intersection of the northeast right-of-way
' line of State Hwy 82, also known as M.L. King Drive(120 feet in width) and the east right-of-way
line of State Hwy 87, also known as Gulfway Drive and being an angle corner of said 44.1180 acre
tract, said point having T.S.C. coordinates of Y= 13,896,880.182 feet and X= 3,564,631.928
feet;
THENCE North 00°32'06"West along and with the west line ofai 4 fee 44.1180to a acre
t/8r racir, same rod f being
ng
the east�t-of way line of said State Hwy 87 for a distance
of at the northwest corner of said 44.1180 acre tract, same being an angle corner in the south right-of-
way line of said State Hwy 87;
THENCE North 57°42'46'East along and with the north line of said 44.1180 acre tract, same being
the south line of said State Hwy 87 for a distance of 87.19 feet to a.concrete monument withdie k
found at an angle corner of said 44.1180 acre tract, same being in the south right-of-way
f
said State Hwy 87;
. MAIZE w.wrirrEzzrAt<tn ASSO crAE nvc.
••1
PA.GB 2
Legal 3Dcscr' tion:_ Tract 31t - 44.2161 Acres
National Station Ext.
B.C. Arthur Survey, Abstract No. 61
B.B.B.&C.RA.,Abstract No.92
Isaiah B ray Survey, Abstract No. 401
Jefferson County, Texas 1 •
THENCE North 60°53'06"East continuing along and with the north lino of said 4-4.1180 acre tract,
same being the south right-of-way line of said State Hwy 87 for a distance of 187.70 feet to a 1/2"
iron rod found at an angle corner of said 44.1180 acre tract, same being in the south right-of-way
line of said State Hwy 87;
•
• THENCE North 66°07'53"East continuing along and with the north line of said 44.1180 acre tract,
same being the south right-of-way line of said State Hwy 87 for a distance of 310.08 feet to a
concrete monument with disk found at an angle corner of said 44.1180 acre tract, same being in the
north line of said State Hwy 87;
• THENCE North 73°40'17"East continuing along and with the north line of said 44.1180 acre tract,
same being the south line of said State Hwy 87 for a distance of 757.70 feet to a 5/8" iron rod found
at an angle corner of said 44.1180 acre tract, same being in the south line of said State Hwy 87;
THENCE North 50935'East continuing along and with the north line of said 44.1180 acre tract,
same being the south right-of-way line of said State Hwy 87 for a distance of 64.66 feet to a 5/8"
hon.rod found at an angle corner of said 44.1180 acre tract, same being in the south right-of-way
line of said State Hwy 87 and being the beginning of a curve to the left;
•
THENCE in an easterly direction continuing along and with the north line of said 44.1180 acre
tract, same being the south right-of-way line of said State Hwy 87 and curve to the left having a
central angle of 20°58'12", a radius of 1005.35 feet, a long chord that bears North 60°43'05" East
365.90 feet,an arc distance of 367.95 feet to a concrete monument with disk found at the northeast
corner of said 44.1180 acre tract, same being the intersection of the south right-of-way.line of said
State Hwy 87 and the west right-of-way line of Terminal Road (60 feet in width);
• I
MARS W.WHECELEYARID ASSOCIATES,ENC.
PAGE 3
.
144 Desa ptiof; Tract XII - 44.210 Acres
National Station' ct. •
B.C. Arthur Survey,Abstract No. 61
B.P.B.&C.R.R.,Abstract No. 92
Isaiah Bray Survey, Abstract No. 401
Jefferson County, Texas
•
THENCE South 06°45'S5" East along and with the cast line of said 44.1180 acre tract, same being
the west right-of-way line of said Terminal Road for a distance of2195.24 feet to a 5/8" iron rod set
at the southeast corner of said 44.1180 acre tract, same being the intersection of west line of said
Terminal Road and the northeast right-of-way line of said State Hwy 82;
•
THENCE North 53°17'14"West along and with the southwest line of said 44.1180 acre tract,-same
being the northeast line of said State Hwy 82 acre tract a distance of 2339.26 feet to the PLACE
Q B GrNN N'G, containing 44.2161 acresof land, more or less.
Surveyed February thu rune, 1998 by Mark W. Whiteley, Registered Professional Land Surveyor
No. 3636. This field note description is being submitted along with a plat (Exhibit "B") based on
this survey.
4
•
OF
. ,C «.. v
KW: WH11'ELEY
tt
. �
A,p 3636
P • , 94,1. S tZr�.Q f
Mack W. Whiteley, RPLS No. 3.636
W:IWORDISIMTRACTIIIf'
MIRK w,WEETELET AD ASSOCIATES,INC.
•
. .1. 1 June 5,5, 199.8
Legal Description:Part of Tract VI, Parcel A
Pipeline
Film Code No. 102-84-1325
Page No. 12
r
BEING a 14.386 acre tract of land out of the W. Kyle Survey, Abstract 412, Jefferson County,
Texas and being a part of the following deeds: Volume 151, Page 131, Volume 171, Page 342,
and Volume 257, Page 423 of the Jefferson County Deed Records. Said 14.386 acre tract also
being shown as Tract 1 on the Texaco Inc., Map N. 15-655 and more particularly described
below with all bearings, distances, and coordinates referenced to the Texas Plane Coordinate
System, South Central Zone, Lambert Projection, NAD 83, hereinafter referred to as T.S.C. All
acreages shown are grid. The theta correction at the PLACE OF BEGINNING of said tract is
2° 28' 24" and the scale factor is 0.9999169.
BEGINNING at a concrete monument found in the South line of 9th Avenue 120 foot right-of-
. way. Said monument having T.S.C. coordinates of y= 13920063.823 feet and x=3567166.842
feet.
TJT NCE S 53° 21' 53" E along and with the South line of said 9th Avenue a distance of
309.52 feet to a Texaco monument found.
T. NCE S 0°31' 04" W a distance of 2294.87 feet to a concrete monument found in the
North line of State Highway No, 73 right-of-way.
INCE S 46°37' 43"W along and with.the North line of said State Highway No. 73, at
111.01 feet pass a 1 114 "bolt found, at 333.07 feet pass a concrete monument found and
continue on a total distance of 346.94 feet to a point for corner.
TH.uNCE N 0°31' 04"E a distance of'2717.83 feet to the PLACE OF BEGINNING,
containing 14.386 acres of land.
I,Mark W. Whiteley, Registered Professional Land Surveyor No. 3636 in the State of
Texas, do hereby certify that the above field note description correctly reflects previous
corners found or reset based on boundary survey performed by Sandwell dated March
1991 and made by me on the ground and the limits, boundaries and corners are truly
shown just as I found them at the time of survey. Surveyed February thru June, 1998.
This field note description is being submitted along with a plat(Exhibit "B") based on
this survey.
OF:
1~ r. WHITEt EY
a.)9‘ •• •••••-•-.4
Mark W. Whiteley,RPLS No. 3636 ' ��
w:IWORU\STARO979O2-0.170C
9`,�''3636Q�Qr�
•�'p�4fitlRf�{ d
�_ _ _---- ALUM W. Wf.I1TEEZY 1'2:c:6=e aims,mc.
•
.
June 5, 19.98
Legal DcsQription:Part of Tract VI,Parcel B
Pipeline
Film Code No. 102-841325
Page No. 12 ,
B
3l 1NG a 7.256 acre tract of land out of the B. B.B. & C. R.R. Survey, Abstract 79, and the W.
Kyle Survey, Abstract 412, Jefferson County, Texas. Said 7.256 acre tract beitng a part of the
following deeds: Volume 151, Page 131, Volume 171, Page 342, and Volume 257, Page 423 of
the Jefferson County Deed Records. Said 7.256 acre tract also being shown as Tract 1 and 3 on
the Texaco Inc. Map 15-655 and being more particularly described below with all bearings,
distances, and coordinates referenced to the Texas Plane Coordinate System, South Central Zone,
Lambert Projection, NAD S3, hereinafter referred to as T.S.C. All acreages shown are grid. The
theta correction at the PLACE OF 13EGINNING of said tract is 2° 28' 25" and the scale factor
is O. 9999177.
BEGINNING at a concrete monument found in the West line of the G.S.U. Line No. 554 (150
foot right-of-way). Said monument having T.S.C. Coordinates of y= 13921506.255 feet and x
3567180.080 feet.
THENCE S 45°32' 09"E along and with the West line of said Line No. 554 a distance of
'347.18 feet to a concrete monument found.
THENCE S 0° 31' 07" W a distance of 1235.39 feet to a concrete monument found in the
North line of 9th Avenue 120 foot right-of-way.
TREHCE N 53°20' 59"W along and with theof 9 39 feetrth lino of said 9th Avenue at 98.89 feet pass
toa Texaco monument found.
an 1 'A" bolt found and continue on a total distance
TECENC4N 0°30' 54"B a distance of 129.389 feet to the Y'LA.CE OF BEGINNING,
containing 7.256 acres of land. }
I, Mark W. Whiteley, Registered Professional Land Surveyor No. 3636 in the State of
Texas, do hereby certify that the above field note description correctly dwell dated prev O S
corners found or reset based on boundary survey perform Y
1991 and made by me on the ground and the limits, boundaries and corners are truly
shown just as I found them at the time of survey. Surveyed February thru June, 1998.
This field note description is being submitted along with a plat(Exhibit"B") based on
this survey.
iq� •isTf4F-f'
•
:►s�J� `� 3636 Q?.
RPLS No. 36 `;',1,3`�'�s"�`0'�k�'
Mark W. Whiteley, _ U R .
W:IWORDISTAR1979ab7.00e S
�' k;Mt1th W.WHITELEY AND 4 $O CYATRS,INC.
I
. .1
June 5, 1.998 , •.
Legal Description.: Part of Tract VI, Parcel C
Pipeline ,
Film Code No. 102-84-1325 , '
Page No. 12
BUNG a 10.946 acre tract of land out of the B.B.B. & C. R.R. Survey, Abstract 79, Jefferson
County, Texas. Said 10.946 acre tract being a part of the following deeds: Volume 141, Page
342, Volume 151, Page 131, and Volume 257, Page 423 of the Jefferson County Deed Records.
Said 10.946 acre tract also being shown as.Tract IA on the Texaco Inc. Map 15-655 and more
particularly described below with all bearings, distances, and coordinates referenced to the Texas
Plane Coordinate System, South Central Zone, Lambert Projection, NAD 83, hereinafter referred
to as T.S.C. All acreages shown are grid. The theta correction at the PLACE OF BEGINNING
of said tract is 2°28' 26"and the scale factor is 0.9999176.
BEGINNING at a Texaco monument found (disturbed) in the North line of the G.S.U. Line No.
554 (150 foot right-of-way). Said monument having T. S. C. coordinates of y= 13921471.243
feet and x=3567429.888 feet.
THENCE N 45° 33' 47" W along and with the North line of said Line No. 554 a distance
of 208.29 feet to a Texaco monument found.
THENCE N 0°31' 26"B a distance of 2801.21 feet to a concrete monument found in the South
line of Lot 6, Block 9, Range G of the Port Arthur Land Company Subdivision. Said subdivision
being more particularly described in Volume 1, Page 22 of the Jefferson County Plat Records.
THENCE N 36°36' 35"E along and with the South line of said Lot 6 a distance of 53.77
feet to a concrete monument found at the South corner of a 0.602 acre tract more particularly
described in Volume 2305, Page 379 of said Jefferson County Deed Records.
THENCE N 45°26' 53" W along and with the Southwest line of said 0. 602 acre tract a distance
of 135.01 feet to a Texaco monument found at the West corner of said 0.602 acre tract. .
THENCE N 07° 32' 45" W along and with the West line of said 0.602 acre tract a distance of
228.88 feet to a Texaco monument found at the North corner of said 0.602 acre tract and at the
South corner of a 0.953 acre tract of land more particularly described in Volume 2305, Page 382
of said Jefferson County Deed Records. Said monument also being in the West line of Tract 2A
as shown on said Texaco Map No. 15-655.
ArAnK w,WIzrTEr..LYAND ASSO=TIM INC.
. . • _Th
r. .. . .
. . .
p.2 „ _
Legal Description: Part of Tract VI, Paxcel C
Pipeline
Film Code No. 102-84-132S
Page No. 12 r
,
THENCE N 49° 48' 48" E along and with the Southeast line of said 0. 953 acre tract a distance
of 40.07 feet to a Texaco monument found at the East corner of said 0.953 acre tract and being in
the East line of said Tract 2A and in the West line of the Kansas City Southern 100 foot right-of-
way.
Tf ENCE S 40° 12' 21" E along and with the East line of said Tract 2A and the West line of said
Kansas City Southern 100 foot right-of-way a distance of 102.93 feet to a point for corner at the
Southeast comer of a 2.13 acre tract more particularly described-in Volume 177, Page 59 of said
Jefferson County Deed Records.
T:tdEN'CE S 0° 31' 26" W along and with the South line of said 2.13 acre tract a distance of
. 61.47 feet to a concrete monument found in the East line of said 0.602 acre tract,
THENCE S 40° 11' 24" E along and with the East line of said 0. 602 acre tract a distance
of 151.59 feet to a 5/8" rebar found in the South line of said Lot 6,
THENCE N 36° 36' 35" E along and with the South line of said Lot 6 a distance of 41.24 feet to
a Texaco monument found in the West line of said Kansas City Southern 100 foot right-of-way.
THENCE S 40° 08' 45'dEtalong and an e of 41.11 lfeet to a e Texaco monumentfound.
t-of-way of said Kansas
City Southern
100 foot right-of-way a s
TNCE S 0° 31' 20" W a distance of 3083.49 feet to the PLACE OP BEGINNING,
containing 10.946 acres of land.
I,Mark W. Whiteley, Registered Professional Land Surveyor No. 3636 in the State of
Texas, do hereby certify that the above field note description correctly reflects previous
corners found or reset based on boundary survey performed by Sandwell dated March
1991 and made by me on the ground and the limits, boundaries and corners are truly
shown just as I found them at the time of survey. Surveyed February thru June, 1998.
This field note description is being submitted along with a plat (Exhibit"B") based on ,
this survey. • -
OF
a j\
ii\ 4c:111'.4):'.+9'k
4
WV "� �w is M.W. WHITELEY
' l'°
Mark W. Whiteley, RPLS No. 363 6 1<4.po 3636 4:e:Qff
wawokasTARv?024 DOC T C f t ' f
SUCk ,
MARS W.WHITELZY AND ASSOCIATES,INC.
•
r •
.
•
Tune 5, 1998 • --
•
Legal Description'Part of Tract VI, Parcel D
Pipeline
Film Code No. 102-84=1325
Page No, 12 • r
BEING a 1.067 acre tract of land out of the B.B.B. & C. R.R. Survey, Abstract 80 and the
B.B.B. & C. R.R. Survey, Abstract 79, Jefferson County, Texas. Said 1.067 acre tract also being
a part of a 2.13 acre tract of land described in Volume 177, Page 59 of the Jefferson County
Deed Records and shown as Tract 2 on the Texaco Inc. Map 15-655. Said 1.067 acre tract being
more particularly described below with all bearings, distances, and coordinates referenced to the
Texas Plane Coordinate System, South Central Zone, Lambert Projection, NAD 83, hereinafter
referred to as T.S.C. All acreages shown are grid. The theta correction at the PLACE OF
BEGINNING of said tract is 2° 28' 18" and the scale factor is 0.9999202.
BEGINNING at a concrete monument found in the South line of' the Thomas F. McKinney
League, Abstract 41, Sefferson County, Texas and being at the Northeast corner of said 2.13 acre
tract. Said monument having T. S.C. coordinates of y= 13926499.598 feet and x=3565814.928
feet.
TBENCE S 40°09' 57" E along and with the East line of said 2.13 acre tract and the West line
nce of
of the Kansas City
Southern
d in the North right-of-way tl line of the 40-of-way a feet wide Stine feet to a
Road.
Txaco monument
TFI NCE S 36° 27' 29" W along and with the North right-of-way line of said Stine Road a
distance of 41.12 feet to a Texaco monument found in the West line of said 2.13 acre tract.
of
TECENCT; N 40° 11' 24" W along and with
n of said TWest line homas Ff said 2.13 acre tract a 2v1c1Cinney League,and the
1180.68 feet to a 5/8" iron rod set in the South
North line of said Abstract 80 and being at the Northwest corner of said 2.13 acre tract.
TFIF.NCE S 84° 06' 13" E along and with the South line of said Thomas F. McKinney League
and the North Line of said 2.13 acre tract and said Abstract 80 a distance of 58,37 feet to the
PLACE OF BEGINNING, containing 1.067 acres of land.
I, Mark W. Whiteley, Registered Professional Land Surveyor No. 3636 in the State of
Texas, do hereby certify that the above field note description correctly reflects previous
corners found or reset based on boundary survey performed by Sandwell dated March
1.991 and made by me on the ground and the limits, boundaries and corners are truly
shown just as I found them at the time of survey. Surveyed February thru June, i998.
This field note description is being submitted along with a plat(Exhibit"B") based on
this survey. ' •
OF � .
V\QUIVI-Akij •--K. • <,
Mack W. Whiteley,RPLS No. 3636 , M.W. wl+lTELE,r 3636 �Y, r
wawoan.srnxv 790:4( f '0� •t r Q@ f
M RI(W.W.�ITF Y AND AS• ;�t/7 j o► -.
•
.
June 5, 1998 ' • •
•
Legal Description:Part of Tract VI, Parcel E '
Pipeline
Film CodeNo. 102-84-1325 ,
Page No. 12 '
BUNG an 8.489 acre tract of land out of the Thomas F. McKinney League, Abstract 41,
Jefferson County, Texas and shown on the Texaco, Inc. Map No. 15-655 as a part of Tracts 4
and 4A. Said 8.489 acre tract being more particularly described below with all bearings,
distances, and coordinates referenced to the Texas Plane Coordinate System, South Central
Zone, Lambert Projection, NAD 83, hereinafter referred to as T.S.C. All acreages shown are
grid. The theta correction at the PLACE OF BEGINNING of said tract is 2° 28' 33" and the
• scale factor is 0.9999232.
EEG)NNENG at a 1" iron rod found in the East line of a North-South Kansas City Southern
Railroad 50 foot right-of-way having T.S.C. coordinates of y = 13932399.100 feet and x
3568140.445 feet. Said iron rod also being located at the Southwest corner of a Texaco Inc,
tract that is part of a 319 acre tract more particularly described in Volume 158, Page 546 of the
Jefferson County Deed Records. Said Texaco Inc. tract also being shown as Tract No. 9 on the
Texaco Inc. Map No. 15-655.
TEENCE S 84° 31' 44"E along and with the South line of said Texaco Inc. tract a distance of
82,97 feet to a concrete monument found at the Northwest corner of a Texaco Chemical
Company tract more particularly described in Volume 1150, Page 619 of said Jefferson County
Deed Records.
TkLENCE S 05° 52' 25" W along and with the West line of said Texaco Chemical.Company
tract at 5678.27 feet cross the North line of State Highwa eo. 347 and rner oaTract"A" as on described
a total
distance of 5992.64 feet to a 5/8" rebar found at the Southwest
in Volume 1150, Page 624 of said Jefferson County.Deed Records.
THENCE N 53°21' 30" W a distance of 58.19 feet to a 5/8" rebar set in the East line of a
2.92 acre tract more particularly described in Volume 263, Page 516 as a 33 feet wide strip.
THENCE N 05°52' 25"E along and with the East continue on a of said 2.92
otal distance of 3802 4Q feet
cross the North line of State Highway No. 347
to a.5/8" rebar found at the Northeast corner of said 2.92 acre tract.
THENCE N 53°23' 18" W along and with the North line of said 2.92 acre tract a distance
of 38.37 feet to a 5/8" rebar found at the Northwest corner of said 2.92 acre tract and in the
East line of said North-South Kansas City Southern Railroad 50 foot right-of-way.
•
huzrx W.WIIITEZEYAND ASSOCLATHS,IWO.
. .. FACB 2 •
Legal beseelptlow Pant of Tract VI, Parcel E
Pipeline
Film Code No: 102-84-1325 •
Page No. 12 •
•
TEEN.CE N OS° 52' 26" E along and with the East line of said North-South Kansas City
Southern Railroad 50 foot right-of-way a distance of 2140.70 feet to the PLACE OF
)3EGINNtNG, containing 8.489 acres of land.
I, Mark W. Whiteley, Registered Professional Land Surveyor No. 3636 in the State of
Texas, do hereby certify that the above field note description correctly reflects previous
corners found or reset based on boundary survey performed by Sandwell dated March
1991 and made by me on the ground and the limits, boundaries and corners are truly
shown just as I found them at the time of survey. Surveyed February thru June, 1998.
This field note description is being submitted along with a plat(Exhibit"B") based on
this survey.
I. R
Q-f' fa of
•
M.W. WHITELEY
Mark W. Whiteley, RPLS No. 3636 --N• 363v:
w:1W O RDISTAR\97902-K.t)OC
\c6v• SUR
- MARE ve.WSITF.r.EYAND As so MATES,INC.
•
. .t . 1 •
St. ..
June 5, 1998
Legal Description: Part of Tract VII, Parcel A.
Film Code No. 102-841325
Page No. 15 .'
BEING a 18.233 acre tract of land out of the Joseph Butler League, Abstract.9, and the W.
Kyle Survey, Abstract 412, Jefferson County, Texas. Said 18.233 acre tract being a part of a
787.30 acre tract more particularly described in Volume 151, Page 186, of the Jefferson County
Deed Records. Said 18.233 acre tract also being shown as Tract No. 1 on the Texaco Inc., Map
N. 15-49C and more particularly described below with all bearings, distances, and coordinates
referenced to the Texas Plane Coordinate System, South Central Zone, Lambert Projection,
NAD 83, hereinafter referred to as T.S.C. All acreages shown are grid. The theta correction at
the PLACE OF BEGINNING of said tract is 2° 28' 25" and the scale factor is 0.9999155.
•
13EGENNING at a concrete monument found in the South line of State Highway No. 73 and at
• the Northeast corner of the tract herein described. Said monument having T.S.C. coordinates of
y=.13917077.926 feet and x=3567389.820.
THENCE S 0°33' 06" W a distance of 395.69 feet to a concrete monument found in the North
line of Lot 8, Block 7, Range J and in the South line of Lot 5, Plock 7, Range I of the Port
Arthur Land Company Subdivision. Said Subdivision being more particularly described in
Volume 1, Page 22 of the Jefferson County Plat Records,
THENCE S 53°20' 03"E along and with said lot lines a distance of 154.74 feet to a 518" rebar
found at the Northwest corner of a tract of land more particularly described as Tract 1-F in
Volume 600,Page 512 of said Tefferson County Deed Records.
THENCE S 0°29' 13" W along and with the West line of said Tract 1-P a distance of 1629.25
feet to 1/2 " rebar in a 4 " casing found in the North line of the Memorial Boulevard right-of-
way.
THENCE N 49° 48' 37" W along and with the North line of said Memorial Boulevard a
distance of 487.42 feet to 5/8" rebar found in the East line of the State Highway No. 73 right-of-
way.
THENCE N 10° 11' 23" W along and with the East line of said State Highway No. 73 right-of-
way a distance of 658.39 feet to a point.
•
MADS W. WHITELEY AND ASSOCIATES,INC.
•
• ' PAG112
Legal,Acscription; Part of Tract VII, Parcel A
• Film Code No, 102-84-1325
Pag6 No. 15
•
TEENCE N 0°30'20"E continuing along and with the East line of said State Highway No. 73
right-of-way a distance of 800.83 feet to a point.
THENCE N 46° 40' 41" E continuing along and with the South line of said State Highway No.
73 a distance of 515.86 feet to the PLACE OF BEGINNING, containing 18.233 acres of land.
1, Mark W. Whiteley, Registered Professional Land Surveyor No. 3636 in the State of
Texas, do hereby certify that the above field note description correctly reflects previous
corners found or reset based on boundary survey performed by Sandwell dated March
1991 and made by me on the ground and the limits, boundaries and corners are truly
shown just as I found them at the time of survey. Surveyed February thru Tune, 1.998,
This field note description is being submitted along with a plat(Exhibit"B")based on
this survey.
T4s
f411004..
A )t Itt "Ir14.
�t M.W. Y1fi1TEtEY
Mark W. Whiteley, RPLS No. 3636 ,
W WORAASTAR197902•F.DOc ,d9 3636 Q•
�tiPfwstr)0.
•
•
•
�� _
MARK w.FPHITELEYAND ASSOOIA'1 A INC.
•
June 5, 1998
•
Legal Description: Part of Tract VII,Parcel B
Film Code No. 102-84-1325
Page No. IS
•
BEING a 966.164 acre tract of land out of the Joseph Butler League, Abstract 9, Jefferson
County, Texas. Said 966.164 acre tract being more particularly described below with all
bearings, distances, and coordinates referenced to the Texas Plane Coordinate System, South
Central Zone, Lambert Projection, NAD 83, hereinafter referred to as T.S.C. All acreages
shown axe grid. The theta correction at the PLACE OF BEGINNING of said tract is 2° 27'
57" and the scale factor is 0.9999124.
•
BEGINNING at a 4" brass pipe with a disc found at the intersection of the North right-of-way
line of Savannah Avenue and the East line of the Jefferson County Drainage District No. 7 Main
Outfall Canal. Said 4" brass pipe having T.S.C.coordinates of y = 13910431.896 feet and x =
3562632.304 feet.
THENCE N 53°27'57" W along and with the North right-of-way line of said Savannah Avenue
a distance of 260.09 feet to a 5/8" rebar found in the East right-of-way line of State Highway
No. 73
THENCE along and with the East right-of-way line of said State Highway No. 73 as follows:
N 08°25' 59" W a distance of 188.04 feet to a concrete monument'found;
N 28° 12' 16"E a distance of 404.18 feet to a concrete monument found;
N 36°36' 00"E a distance of 4168.68 feet to a 4" pipe found;
N 45° 51' 37"E a distance of 682.86 feet to a 4" brass pipe found;
N 73°00' 12"E a distance of 243.67 feet to a 5/8 "rebar found;
N 85° 09' 39"E a distance of 898.19 feet to a concrete monument found;
S 78°24' 12"E a distance of 153.16 feet to a 4"brass pipe found;
S 64° 16' 49"E a distance of 167.25 feet to a 5/8" rebar found in the South right-of-way
line of Memorial Boulevard.
TECENCE S 49° 52' 01" E along and with the South right-of-way line of said Memorial
Boulevard a distance of 657.14 feet to a 4" brass pipe found in the West line of the Memorial
Baptist Church tract. Said Memorial Baptist Church tract being part of a 33.31 acre tract more
fully described in Volume 600, Page 512 of said Jefferson County Deed Records.
THENCE S 0° 30' 48" W along and with the West line of said 3331 acre tract a distance of
1122.13 feet to a 5/8" rebar found.
MARK W.WHITELEY AND 4SSOCTATE9I INC.
PAG 2 `
Legal Acscriptio_n:Part of Tract VII,Parcel B
Film Code No, 102.844325
Page No. 15
•
THENCE S 53° 19' 06" E along and with the South tine of said 33.31 acre tract a distance of
1233,12 feet to a concrete monument found at the Southeast corner of the Park Place,Manor
Subdivision more fully described in Volume 10, Page 55 of the Jefferson County Plat Records.
Said concrete monument also being in the West line of the Park Place No. 3 Subdivision more
•
fully described in Volume 7, Page 109 of said Jefferson County Plat Records and at the
Southeast corner of said 33,31 acre tract.
TFfl NCE S 36° 40'54" W along and with the West line of said Park Place No. 3 Subdivision a
distance of 99.99 feet to a 8" x 8" concrete monument found at the Southwest corner of said
Park Place No. 3 Subdivision,
THENCE 5 53°22' 46"E along and with the South line of said Park Place No. 3 Subdivision a
distance of 3939.80 feet to a point for corner in the West right-of-way line of 25th Street and at
the Southeast corner of the Boulevard Acres Subdivision, Said Subdivision being more fully
described in Volume 6, Page 71-72 of said Jefferson County Plat Records.
•
THENCE along and with the West right-of-way line of said 25th Street as follows:
S 36°38' 52" W a distance of 80.54 feet to a concrete monument found;
S 33°25' 55" W a distance of 199.96 feet to a 5/8 " rebar found;
S 36° 34' 14" W a distance of 2731.57 feet to a 5/8" rebar found;
•
S 42° 42' 55" W a distance of 171.00 feet to a 5/8" rebar set;
S 36°33' 55" W a distance of 135.00 feet to a concrete monument found in the North
line of the City of Port Arthur outfall canal more fully described in Volume 427, Page
203 of said Jefferson County Deed Records.
't'.tNCE N 53°20' 11" W along and with the North line of said City of Port Arthur outfall
canal a distance of 2434.22 feet to a 5/8" rebar found at the Northwest corner of said City of
Port Arthur outfall canal.
THENCE S 03° 20' 11"E a distance of 183.12 feet to a 5/8 " rebar found at the Southwest
corner of said City of Port Arthur outfall canal.
THENCE along and with the South line of said City of Port Arthur outfall canal as follows:
S 54° 02' 41"E a distance of 137.63 feet to a 5/8" rebar found;
N 83°06' 49" E a distance of 26.79 feet to a concrete monument found;
S 53° 54' 05"E a distance of 970.42 feet to a 5/8' rebar found; -
S 53°20'56" E a distance of 1178.16 feet to a 5/8" rebar found in the West line of said
25th Street.
_ 16.442ZIC W.WIRTELEYAND ASSOOIATES,INC.
.e PACE 3
Legal Description:Part of Tract'VU,Parcel
Film Code No. 102-84-1325
Page No. 15
THENCE S 36°33' 10" W along and with the West line of said 25th Street a distance ofi
1815.47 feet to a 5/8" iron rod sot in the North right-of-way lino of said Savannah
Avenue.
THENCE N 530 26' 04" W along and with the North right-of-way line of said Savannah
Avenue a distance of 7123.91 feet to a 5/8" rebar found.
THENCE N 43° 30' 16" W along and with tC�OFoBr�GINN1�i IGht-of-way line con�aining 966a164f said 1ac�•es of
Avenue a distance of 143.05 feet to the PLA
land.
1, Mark W. Whiteley, Registered Professional Land Surveyor No. 3636 in the State of
Texas, do hereby certify that the above field note description correctly reflects previous
corners found or reset based on boundary he��pebourndaned bes andSandwell
cornedated
rs are truly March
1991 and made by me on the ground and ,
shown just as I found them at the time of survey. Surveyed February thru June, 1998.
This field note description is being submitted along with a plat(Exhibit`B") based on
this survey.
--/c(kag„, ., .,•
044
1 ..-�� .w w>;rrELEY
rw36
Mark W. Whiteley, > LS No. 3636 �q 4 35s�o£1.r
wawo �tAR\ 902-C.DOc ,4b • «.
?ZLQZK w. WHIT$LEYAND ASSOCIATES,INa.
..
. .1
June 5, 1998 w •
•
Legal Description:Part of Tract VII Parcel C
Film Code No. 102-84-1325 f
Page No. 15 . ' -
BEING a 67.660 acre tract of land out of the Joseph Butler League, Abstract 9, Jefferson
County, Texas. Said 67.660 acre tract being more particularly described below with all bearings,
distances, and coordinates referenced to the Texas Plane Coordinate System,
South Central
Zone, Lambert Projection, NAD 83, hereinafter referred to as T.S.C. All acreages shown are
grid. The theta correction at the PLACE OF BEQ NNXNG of said tract is 2° 28' 35" and the
scale factor is 0.9999097. •
BEG/NNLNG at a concrete monument found at the intersection of the North right-of-way line
of Savannah Avenue and the West right-of-way line of Zwolle Boulevard. Said monument also
being the Southeast corner of the tract herein described and having T.S.C. coordinates of y
13905045.610 feet and x' 3569823.178 feet.
THENCE N 53°23' 11" W along and with the North right-of-way line of said Savannah
Avenue a distance of 1353.38 feet to a concrete monument found (broken).
THENCE N 52° 17' 18" W along and with the North right-of-way line of said Savannah
Avenue a distance of 326.14 feet to a condrete monument found in the East line of 25th Street.
THENCE N 36°33' 20"E along and
foith und hn the Soline
uth line said
of the City of Portdistance
Arthuc outfall
1825.24 feet to a concrete monument
canal tract.
'ii1 NCE along and with the South line of said City of Port Arthur outfall canal tract as
follows:
S 53°20' 46"E a distance of 1242.73 feet to a concrete monument found;
S 37°06'26" W a distance 0£21,61 feet to a 8,"x 8"n8 concrete monument found;
crete monument found;
S 54° 07' 22"E a distance of 183.51 feet to
S 09°38' 50"W a distance of 150,33 feet to a concrete monument found(broken);
S 29°43' 51"W a distance of 590.90 feet to a concrete monument found;
S 14° 35' 26"W a distance of 68:63 feet to a concrete monument found (broken); .
S 52° 06' 04"B a distance of 101.44 feet to a concrete monument found in the
West right-of-way line of said Zwolle Boulevard.
aultE W.WHITELEY AND ASSOCIATTB,INC.
' .1 PAG2 . ,
Legal Description: Fart of Tract VII, Parcel C
Film Code No, 102-84-1325
Page No, 15
•
TfENCE S 37° 13' 14"W along and with the West right-of-way line ofsaid Zwolie Boylevard
a distance of 1024.89 feet to the PLACE OF BEGINNING, containing 67.660 acres of land.
I, Mark W. Whiteley, Registered Professional Land Surveyor No. 3636 in the State of
Texas, do hereby certify that the above field note description correctly reflects previous
corners found or reset based on boundary survey performed by Sandwell dated March
1991 and made by me on the ground and the limits, boundaries and corners arc truly
shown just as 1 found them at the time of survey. Surveyed February thru June, 1998.
This field note description is being submitted along with a plat (Exhibit"B") based on
this survey.
O•F
lAy / ti?45,7 *f'�tie.•9
Mark W. Whiteley, RPLS No. 3636 M.W. WHITELEY
wa �s
woxorAx1sz9oz.p.uoc
": 3636 :, 4i
,.V �ac';:�o
ktrb SlrCOVP.
•
MARE w. WurTELEYAND ASSOOIATTS,INC.
' June $, 1998
Legal Description: Part of Tract WI, Parcel D
Film Code No. 102-84-1325
Page No. 15
BEING a 129,341 acre tract of land out of the Joseph Butler League, Abstract 9,
Jefferson County, Texas. Said 129.341 acre tract being more particularly described
below with all bearings, distances, and coordinates referenced to the Texas Plane
Coordinate System, South Central Zone, Lambert Projection, NAD 83, hereinafter
referred to as T.S.C. All acreages shownarc grid. The theta correction at the PLACE
OF BEGINNING of said tract is 2° 28' 47" and the scale factor is 0.9999121.
BEGINNING at a concrete monument found in the East line of 25th Street and at the
Northwest corner of the txact herein described. Said monument having T.S.C.
coordinates of y = 13910258.322 feet and x 3571606.759 feet.
TfENCE S 53° 22'46" B a distance of 1732.91 feet to a point for corner in the West
right-of-way line of Zwolle Boulevard,
THENCE S 37° 13' 14" W along and with the West right-of-way line of said Zwolle
Boulevard a distance of 3202.04 feet to adistance 5/8" rebar fou d from Said which
5c`h rebar beingete
monument found bears S 53° 50' 49" E a of Port Arthur outfall cartel tract.- Said tract
located at the Northeast corner of the City
being more particularly described in Volume 427, Page 203 of said Jefferson County
Deed Records.
THENCE along and with the North line of skid City of Port Arthur outfall canal tract as
follows:
N 53° 50' 49" W a distance of 200.00 feet to a 5/8" rebar found;
S 37° 14'02" W a distance of' 115.34 feet to a 5/8" rebar found from which a
concrete monument found bears S 53° 18' 14" E a distance of 9.87 feet;
N 53° 18' 14"W a distance of 1502.70 feet to a mark scribed in concrete found
in the East line of said 25th Street.
asauc W.WinrasyfsND ASSoourzs,tx0,
•
., PAGE 2
Legal Description: Part of Tract VII, Parcel D
' Film Code No. 102-84-1325
Page No. 15 •
THENCE along and with the East line of said 25th Street as follows:
N 36° 33' 55" E a distance of 132.95 feet to a 518
r found;
N 42° 42' 55" E a distance of 170.99 feet
a 5/8`�reba�:found;
ebar found;
N 36° 34' 14" E a distance of 2734.81 feet
N 33° 15' 17" E a distance of 200.56 feet to a concrete monutrent found;
N 37° 07'25" E a distance of 78.85 feet to the PLACE OF BEGINNING,
containing 129.341 acres of land.
•
1, Mark W. Whiteley,itele Registered Professional Land Surveyor No. 3636 in the State of
Texas, do hereby certify that the above field note description correctly reflects previous
comers found or reset based on boundary survey performed by Sandwell dated March
1991 and made by me on the ground and the limits, boundaries and corners are truly
shown just as 1 found them at the time of survey. Surveyed February thru June,
This field note description is being submitted along with a plat(Exhibit"B") based on
this survey.
1101 f -
• ` 3636 M.W. WHiTELEY ,
• �C �'� 6 Q.4.,
Mark W.Whiteley, RPLS No, 3636 ,���o�� 36 g'
a�w+ow�sr� �e •s v �p & ti�
t1
MARK W.IVIIITRLEY AND ASSOMATZS,%No.
•
•
June 5, 1998
Legal Description: Part of Tract VII, Parcel E
Film Code No. 102-84-1325 .'
Page No. 15 •
BEING a 4.459 acre tract of land out of the B. B. B. & C. R.R., Abstract 92 and the Yoseph
Butler League, Abstract 9, Jefferson County, Texas, and being a part of Blocks 456, 457 and
458 of the City of Port Arthur Townsite is recorded in Volume 2, Page 137 of the Jefferson
County Plat Records, Said 4.459 acre tract being more particularly described below with all
bearings, distances, and coordinates referenced to the Texas Plane Coordinate System, South
Central Zone, Lambert Projection, NAD 83, hereinafter OF 13EGINN�G of said tract isc2° 28S
shown are grid. The theta correction at the PLACE
25" and the scale factor is 0.9999084.
BEGINNING at a Texaco monument found at the intersection
tion of theiS the South
rimonughn t-of-way line of
Dallas Avenue and the West right-of-way line of East
t having
T.S.C. coordinates of y= 13902070.877 feet and x' 3568112.897 feet.
d
t
h
treet a
THENCE S 36° 3T45" W along and with the found in st gide Westay line of right right-of-way line of StanSA tondo
distance of 252.83 feet to a mark in concrete
Avenue.
THENCE S 23° 19' 00" E along and with the Worn cinhe Northwesterlyf-way line thef � ight riSan ght-Of-way line of
tonio
Avenue a distance of 135.13 feet to a point for
Nederland Avenue.
TIENCE S 66°31' 30" W along and with the Northwesterly right-of-way line of said
Nederland Avenue a distance of 357.20 feet to a 518" rebar found in the Northeasterly right-of-
way line of Avenue A
ine of said Avenue
T}INCE N 23° 19' 00" W along and �anumcnt found at the beginning ofh the Northeasterly right-of-way la curve to the right
A a distance of 288.59 feet to a Texaco m
in the East line of the Kansas City Southern Railroa100 foot right-of-way. Said curve having a
central angle of 04° 03' 25" and a radius of 768.52 feet.
•
TECENCE along and with the arc of said curve to the right a distance of 54.42 feet to a concrete
monument found in the East right-of-way line of Zwolfc Boulevard.
d
THENCE N 37° 11' 53" E continuing along and wmonumenth the East right-of-way t found in the Southrline oof rfs d°i[e
Boulevard a distance of 432,47 feet to a concrete
Dallas Avenue.
, MASK W.WHITELY AND,tSSOOIATRS INC.
. .. FAGB 2
Legal Description:Part orTract VII, Parcel P.
Film Code No. 102-84-1325
Page No. 15
TEENCE S 53° 19' 16"E along and with the South line of said Dallas Avenue a distance
of 316.66 feet to the PLACE OF BEGINNING, containing 4.459 acres of land. ,
I, Mark W. Whiteley, Registered Professional Land Surveyor No. 3636 in the State of
Texas, do hereby certify that the above field note description correctly reflects previous
corners found or reset based on boundary survey performed by Sandwell dated March
1991 and made by me on the ground and the limits, boundaries and corners arc truly
shown just as I found them at the time of survey. Surveyed February thru June, 1998.
This field note description is being submitted along with a plat (Exhibit"13") based on
this survey.
W. WHITELEY
•
Mark W. Whiteley, RPLS No. 3636 ! 3636 aY
wawounsr�u�s�?o�•uooc ,�,y;t.ts$1��yo¢
0
suR`? •
•
S .
Acarus W WHITELE7AN►D..5.50CLt7 6,INC.
lune 5, 1998 .
Legal Description: Part of Tract VII,Parcel F
Film Code No. 102-84-1325
Page No. 15 .'
BEING a 9.669 acre tract of land out of the B6E}uou& Abstract
of the PortJefferson
Arthur Heights
County,
Texas. SSaid 9.669 acre tract being Block 2 g Block 30Page 138 of the
Subdivision. Said Subdivision
more
crly ttractbbeing more particularly described below
cribed in Volume 2,Jefferson County Plat Records. Said 9.669 acre
e Coord
with all bearings, distances, and coordinates referenced3hereinafter referred tones T 5 C(nAIE acreages
ate System,
South Central Zone, Lambert Projection, NAD 8
•
shown are grid. The theta correction at the PLACE OF BEGINNING of said tract is 02° 28'
14" and the scale factor is 0.9999074,
BEGINNING at a concrete monument found In o�poRtArthurne of said Saidmlonument having T.S.C.ock 26 and in the
st
line of an 85 feet wide strip belonging to the City
• coordinates of y= 13899819.615 feet and x=3566245.496 feet.
THENCE N 32° 39' 06" E along and with the E�s�line f a cuof saicus to the right 85 feet wide trip a having`a radius of
of
1242.24 feet to a concrete monument found at th
1138.99 feet and a central angle of 6° 53' 31".
THENCE Northeasterly continuing along and with the East line of said 85 feet wide strip and
curve to the right an arc distance of 137.01 feet to a 5/8" rebar found.
THENCE N 07° 14' 11"E a distance of 146.68 feet to a 5/8 " rebar found In the East right-of-
way line of the Southern Pacific Railroad at the P.C. of a curve to the right having a radius
of 1223.68 fent and a central angle of 21° 10' 00".
THENCE Northeasterly along and with the Eastline of said Southern nd aPacificRailroadt the P.lla. of saidcurve.
curve to the right an arc distance of 452.06 feet to a 5/8rebar
TkaiNCE N 66° 31' 30" E continuing along and a with �the ba t righfoundt tof-way thSouth rofghsaid
Southern Pacific Railroad a distance of 39.38 feet to
way line of the Kansas City Southern Railroad. Said orebar being located in a curve to the left
• having a.radius of 868.80 feet and a central angle of 12
' 04".
THENCE Southeasterly along and with the South right-of-way
gt-o -w y ine ceoftaid KansasCity s monument
Southern Railroad and curve to the left an arc distance
found in the West right-of-way line of West 19th Street and at the Northeast corner of said
Block 30.
•
mit r'W WHITELEsYAND 1+8so crATEGG xxc.
PAGE 2 Parcel F
dal Description:Far( of Tract VII,ilm ode'No. 1.02-84-1325
•
Page No. 15
•
T BENCE S 36° 37' 45" W along and with the West right-of-way line of said West 19th r
Street, at 1854.03 feet pass a concrete monument found and continue on a total distance of feet
to a point for corner at the Southeast corner of said Block 26.
Z-gENCE N 51° 34' 02" W along and with the South line
of said d f Block 6 feet.1to1 feeet
pass a concrete monument found and continue on
PLACE OF BEGIVNIrtG, containing 9.669 acres of land.
e
j, Mark W. Whiteley, Registered Professional Land Surveyor Noce 63y reflein hts preeious
ate of
Texas, do hereby certify that the above field note descriptionrformed by Sandwell dated March
corners found or reset on�on and the limits.oundary survey boundaries and corners arc truly
1991 and made by me groundloris June, 19>8
shown just as I found them at the time of survey. Surveyed February
(Exhibit"u J based on
This field note description is being submitted along with a plat
this survey.
IsF
� � Quo `"' RFG9 \
_• ..
;�.� .
• •
� - �.a • M.W. iNFpTELEY
Mark W, Whiteley, RPLS No. 363636 Q.��i
�v:woRDu'rASt 97902 tis.00c �;94,1`ti53636
sup
•
•
•
•
MAW(w wirrr YArn)ASSOCIATES,INC.
June 5, 1998
Legal Description: Tract VJJI r
7 th Street Tank Farm
Film Code No. 102-84-1325 .'
61
BEING a 62.764 acre tract of land out of the B. C. Arthur uSurvey, Abstract rag'and
d50 of the
hn
Bennett Survey, Abstract 70 and more particularly describedmore arVolume81,y described below
with
Jefferson County Deed Records, Said 62.764 acre tract being p
with all bearings, distances, and coordinates referenced to refehe rred toPlane
as T.S.C.Coordinateacreages
South Central Zone, Lambert Projection, NAD 83, hereinafterG of said tract is All 28'acreages
ges
shown are grid. The theta correction at the PLACE OF BEGINNI`T
and the scale factor is 0.9999032.
•
ein
13EGINNENIG at a concrete monument found at the Southwest oner of thad, Said monume act hr having .
described and in the Northeasterly line of a 60 feet wide county
S.C. coordinates of y = 13890392.088 feet and x=3565837.891 feet.
TEENCE N 36° 39' 23" E along and with the West lined the
corn�Cref tdescribed
e i ribt ldierein distance
of 1972.83 feet to a concrete monument found at thel`lo
described and in the Southwesterly corporate line of the City of Port Arthur.
TITENCI;S $3° 19' 26" E along and with said corporate line herein described and in the West
distance of 1382.76 feet to a
concrete monument found at the Northeast Borne
rline of a KCansas City Southern 150 foot right-of-way.
TEBHCE S 36°43' 08" W along and with the East line 1etract
ctherein of describ 0 ed feetand
dto a
the
West line of said Kansas City Southern 150 foot right Y a
disconcrete monument found at the Southeast corner of the tract herein described.
T1aENCE N 53° 19' 46" W along and with the South linof onta'��herein
62.764 sorb d land.
distance of 1380.60 feet to the PLACE OF BEGINNING,
Mark W.Whiteley, Registered Professional Land SurveyorNflo. 3636 nt cornershe e found Texas, do
1, _
or
hereby certify that the above field note description correctly previous
reset based on boundary survey performed by Sandwell dated March 1 f91 and madeem by
time�of e
ground and the limits, boundaries and corners are truly shown!
ust assurvey. Surveyed February thru June, 1998. This field note description is being submitted along
with a plat(Exhibit"B") based on this survey. � •.
- of
�A c,t cR�.-:s.9 4,
/ t tis.W.Wil___ EY
MO -• •
` � 3636RI,' ,
( Top trttr
Mark W. Whiteley, RPL,S No. 3636 'y0 c uR �'.
wpworcfss,u�v»o�•tnoc MARK W.WHITELEY AND ASSOC! , C.
•
June 5, 1998
Legal Description: Tract XII East Tank Farm .'
40.1276 Acres
B.B.B.&C.R.R., Abstract No. 92
•
Jefferson County, Texas
hat
n 44.1180 acre tract
BEING a 44.2161 acre tract or parcel of land out opart
Tex Texas, saiid 44.1180 acre tract ofout
of the B.B.B.&C.R.R., Abstract No. 92, Jefferson County,
land was conveyed by Texaco Refining and Marketing Inc.of the Official af5e y deco at d August
16, 1989 recorded is Film Code No. 102-84-1325, Page7,
Jefferson County, Texas (O.P.R.J.C.), said 44.2161 acre tract
rofe en dbeing
themore
Texas ri Plane described below with all bearings, distances, and coordinates hereinafter eferand to as
Coordinate System, South Central Zone, Lambert Projection,NAD83,
T.S.C. All acreages shown are grid. The theta correction shown at the PLACE OF BEGINNING of
said tract is 2° 28'05" and the scale factor is 0.9999061.
BEGINNING at a Texaco Inc.concrete monument found at e intersection
ter th the north northerly line line
State a
Southern Pacific Transportation Company 100' wide right-of-way h right-of-way), said tint havingf
Highway 87, also known as �1�280.203 feeay Drive t, X•=-- 3t5G4,18,743 feet; P
T.S.C. coordinates of 'Y• 13,897,280.203
7
FENCE North 32°37'46"East along and with said easterly
yiline ine of for
Tea rmat loadance of2a83.30feet foot to a
5/8" iron rod set for corner, said point being in the westerly
(60') right-of-way;
T
NCE South 06°36408"East along and with the westerly right-of-way V- benn of Terminal
1 m nalRoad
S ateor
a distance of 1854.89 feet to a 1" iron rod found at its intersection
Highway 87;
chorda
THENCE in a westerly direction along and with the°northerly right-of-way
of 90SI35 feeine of state a long 18way
87, a curve to the right having a central angle of 13°57'27",
that bears South 53°31'34" West 220.00 feet, and an arc distance of 220.55 feet to a 2" iron pipe
found for corner in said right-of-way;
•
THENCE South 73°39'18" West continuing along and with an angleay point;for a distance of
1184.27 feet to a concrete monument with a bronze disk found fo
THENCE South 181°45'17" West continuing along and with said right-of-way for a distance of
308.19 feet to a concrete monument with a bronze disk found for an angle point;
MARK W.WE'IThr EYA2 J'A SOCIATESS INC. ----
PAGE 2
Legal Description: East Tarn farm
Tract 7Acres
B.B.B.&C.R.R., Abstract No. 92
Jefferson County, Texas
Tl-IENCE South 85°44'31" West continuing along and with 4s�a 27gh6 at-of--cresright-of-way
la d ano s a ce of
294.46 feet to the PLACE OF BEGMMING, containing
Surveyed February through June, 1998 by Mark W. Whiteley,Registered Professional Land '
Surve orNo. 3636. This field note description is being submitted along with a plat(Exhibit "B")
Y
based on this survey.
•
OF
( . M.W./.
:_ vT . ;
NPF • 93636 '•c
• �v .«.
A tib Su���.
Mark W.Whiteley, E.PLS No.3636
WAWORIASTARITRACTXII
MARK W.WHWX'ELEYARD ASSOCIATES,INC. _.
Tune 5, 1998 .
Legal Description:Part of Tract XIV,Parcel A r
(PAP) 15-49 A&B
Film Code No. 102-84-1325
Page No.22 '
BUNG a 1785.569 acre tract of land out of the following surveys: Joseph Butler,
Abstract 9;
Burr& Caswell, Abstract 391; B.B.B. & C.Rh., Abstract 91;B,B and&e B C. R.R., Abstract
92;
B.B.B & C. R.R., Abstract 94; W. P. H. McFaddin, Abstractmore articularly
Abstract 61, Jefferson CountYd.istan es, andTexas. Said coordinates rc£ere25 acre tract �ced tot e'fexas(.'lane
described below with all bearings, 83,
Coordinate system, South Central Zone, Lambert Projection, NAD
t PLACE Ofhereinafter rii�(I�I erred
to
f
T.S.C. All acreages shown are grid. The theta correction
said tract is 2°28' 05" and the scale factor is 0.9999100.
BEGINNING at a concrete filled 16"P.V.C. pipe found at an h all Hrnf ne 3 SaideStar Enterprise
main plant site and in the East right-of-way line of State g Yo
monument also being the Southwest corner of the Port Arthur hemPlant) out cal Plant being
coreiV on
particularly described as being the save and except Tract VIII
(TCC
Page No. 22 of Film Code No. 102-84-1325 of said Jefferson County
Deed ecods. Said
concrete3558405.1981
monument having T.S.C. coordinates of y= 139
feet.
l
x
,NCE S 53° 03' 2rE along and with the South line of saiPort 2 2iur Chemicafeet pass a Plant and
Northerly line of said Star Enterprise Main Plant site at a distance
concrete monument found and continue on a total distance
fl Arthur 2358.24Chemiclfeet
to
a concrete
monument found at the Southeast corner of said T?
THENCE along and with the East line of said Port Arthur Chemical Plant site and a Westerly
line of said Star Enterprise Main Plant site as follows: mment
11 36° 38' 48" E a distance of 2179.49 feet to ac being the enusaandf our�l `Out
und at the
Southwest corner of a 0.152 acre tract designated(TCC Plant) out of. Tract XIV on Page
No.22 of Film Co
Tract A" outof tode No, 102-84-1325 of asave and except Tract id Jefferson County Deed Records;
N 36° 38' 52" E a distance of 397.04 feet to a concrete monument found at the
Northwest corner of said 0.152 acre tract;
N 36° 39' 01" E a distance of
11' 1.
759.89 feet to a concrete monument found; .
N i3° 1.4"E a distance 198:76 feet to a concrete monument found;
feet to a concrete monument
oun
at
e
N 36° 30' 48" E a distance of 995.67Chcmical Plant site and being at at as Elltcorncr of
Northeast corner of said Port Arthur
said Star Enterprise Main Plant site.
MARK W.WHITELEY AND ASSOCIATES,rNC. ..
Page No. 2, . I .
Legal Description; Qart of Tract XIV, Parcel A
<PAP) 15-49 A&E
Film Code No. 102-84-1325
. Page No. 22
r
THENCE N 53° 06'18" W along and with the North line of said Pott Arthur Chemical Plant
site and a Southerly line of said Star Enterprise Main Plant site a distance of 1110.10 feet to'a
concrete monument found at an Eli corner of said Star Enterprise Main Plant site.
TEENCE along and with a Westerly line of said Star Enterprise Main Plant site as follows:
N 38° 03' 51"E a distance of 744.91 feet to a concrete monument found;
N 36° 34' 56" E a distance of 772.31 feet to a concrete monument found,
N 64° OS' 09" E a distance of 80.12 feet to a concrete monument found;
S 53°28' 08"E a distance
of 97 46 feet to a of 74.93 fcct to a concrete
on rod'found;onument found;
N 40° 07' 44" iB a dist
N 88° 55' 24"E a distance of 134.78 feet to a concrete monument found;
S 51° 54' 10" E a distance of 112.04 feet to a concrete monument found;
N 36° 34' 59"E a distance of 106.78 feet to a 5/8" iron rod set at an Ell corner of said
Star Enterprise Main Plant site and in the South line of the Savannah Avenue 70 foot
right-of-way.
T,tit,l�ICE S 53°25' 28" E along and with the South line of said Savannah Avenue 70 foot
right-of-way a distance of 6238.62 feet to a P.K. nail set at a P.1. where said right-of-way
changes to 60 feet in width.
T)ENCE S 52° 19'20" E continuing al ng andta with
cothe
hetS South
Iine neofnt said Savannah Avenue
60foot right-of-way a distance of 326
Th ENCE S 52° 57' 33"E continuing along and with the South line of said Savannah Avenue
60 foot right-of-way a distance of 1187.27 feet to a 5/8" rebar found.
TEENCE S 52° 14' 14"E continuing along and with the South line of said Savannah Avenue
right-of-way a distance of 165.72 feet to a concrete:monument found in the West line of the
Zwolle Boulevard 120 foot right-of-way.
THENCE S 37° 12'07" Walong and with the West line of said fo lleBoulevard 120
foot right-of-way a distance of 4314.64 feet to a concrete monument
TEENCE S 53° 05' 13" E a distance of 172.65 feet to a concrete monument found in the West
line of the Southern Pacific Railroadand a centralaangle ayf 3 Said2° monument6mbeing inla curve to
the left with a radius of 1323.88 feet
THENCE along and with the West line of said Southern Pacific 100 foot right-of-way
an arc distance of 740.33 feet to a 5/8" rebar found at the P. T. of'said curve.
ARK W.ValITELEY AND ASSOCIATES,INC. .
Page No.3
gal Descriptio���15-4g A,&Bf Tract f Parcel A
Film Code No. 102-84-1325
Page No.22 r
'HENCE S 32°39' 06" W continuing along and with the West line of said Southern
Pacific 100 foot right-of-way a distance of 4379.72 feet tooa co rmom mnumment ant u dgg in aa
in the North line of the Spur No. 214 right-of-way. Said
concrete
curve to the right having a radius of 955.50 feet and a central angle of 37° 15' 37".
THENCE along and with the North line of said Spur No. 214 right-of-way an arc distance
of 621.38 feet to a concrete monument found at the P.T.of said curve.
T
IIENCE in a Northwesterly direction along and with the North line of said Spur No, 214
right-of-way as follows:
N 53° 15' 42"W a distance of 1540.79 feet c5oncrete
rod set ent foUn ;
N 51° 18' 39" W a distance of 2100.23 feetto a
N 53° 48' 41" W a distance of 4606.50 feet to a concrete monument found in
the East line of said State Highway No. 73.
TB NCE along and with the East line
of said
feet to a ghwa bar y No.
3 as follows:
N 41°31' 13" W a distance
N 08° 18' 46's W a distance of 423.43feet oa concrete monument a concr to monum nt fo nd;found;
N 25°20' 16" E a distance of 507.67 feet to
. N 36° 36' 09" E a distance of 2281..70 feet to the except
49 OF BEG t f land more fully
containing 1785.569 acres of land,saveP
described below, leaving a net area of 1784.077 acres of land.
Save.and Except `
1.492 Acre Tract
COM ENCJNG at a concrete monument found at the Souheaast corner
oy of 1304093.E said Port hur
eet
Chemical Plant. Said concrete monument having T.S.C. cop
and x= 3560289.997 feet.
Thence N 36°38' a'48"E along and with the East line of said Port Arthur Chemicalo lana sit etee a d
aa Westerly line of said Star Enterprise Main.Plant site a distance of 2179.49 feet he save and
monument found at the Southwest corner of a 0.152 acre tractde pinat }ted a eing tt eCsV on
except"Out Tract A" out of the save and except Tract VA .
I(TQC
Page No. 22 of Film Code No. 102-84-1325 of said Jefferson County Deed Records; 19.72
tanc,e of
Thence S 62° 40' 21"E along and with the South line of said "Out
"Out act A" a A"S and PLACE
feet to a concrete monument found at the Southeast cornerT.S.0
OF BEG.MING of the tract of land herein described. Said concrete monument having,
auric W.WHITELEY ASSOCIATES,INC.
•
Page No. 4
Legal Description: Part of Tract XXV,Parcel A
(PAP) 15-49 A.&B.
•
Film Code No. 102-84-1325
Page No. 22
coordinates of y= 13905842.529 feet and x=3561590.883 feet;
•
T13ENCE along and with a Easterly line of said Port Arthur Chemical Plant site and a
Westerly line of said Star Enterprise Main Plant site as follows:
S 62° 40' 21" B a distance of 233.67 feet to a concrete monument found;
N 31° 47' 09" B a distance of 190.61 feet to a concrete monument found;
N 45° 14' 24"W a distance of 105.19 feet to a concrete monument found;
N 27° 47' 36"L a distance of 153.04 feet to a concrete monument found;
N 53°20' 26"W a distance of 92.20 feet to a concrete monument found at the Northeast
corner of said "Out Tract A";
TBENCE S 35°51'13" W along and with the East line of 1 49"Out Trcres act
A" a distance of'
393.88 feet to the PLACE,OF BEGJN 'ffNG, containing
• 1, Mark W, Whiteley, Registered Professional Land Surveyor No. 3636 in the State of Texas,
do hereby cdrtify that the above field note description correctly reflects previous corners found
or reset based on boundary survey performed by Sandwell dated March 1991 and made by me
on the ground and the limits, boundaries and corners are truly shown just as 1 found them at the
time of survey. Surveyed February that June, 1998. This field note description is being
submitted along with a plat (Exhibit"B") based on this survey.
WRY0 F
AtAmi ,r,140.1 ��•
Mark W.Whiteley,BBPLS No.363 6
� M.W. W£ii7�LEY
w:twoRnn�srax�s� tiooc 7 3636 '1
' '•3tics s t1°.••.-ea,
,�y� S tl� E,••
gARK w.WHITEL.EYAND ASSOCIATES,MC.
June 5, 1998
Legal Description:Part of Tract XIV, Parcel B
(PAP) 15-49 A&B
Film CodeNo. 102-84-1325
Page No.22 '
BEING a 9.373 acre tract of land out of the following surveys: Joseph Butler
League,
du, Abstract t
• 9, and the Burr & Caswell Survey, Abstract 391, Jefferson County,
shown as Tract 38 on the Texaco Land Map 15-49C and nmore
located in Lots
is 7 and
described of
Block
Volume 1,
Range M of the Port Arthur Land Company Subdivision and
Page 22 of the Jefferson County Plat Records. Said 9.373
acre tract
beds moretc particularly Plane
described below with all bearings, distances, and coordinates
Coordinate System, South Central Zone, Lambert Pfojec ,aNAD 83, hereinafter
13er referred
to
as T.S.C. All acreages shown are grid. The theta correction
of said tract is 2° 27'56" and the scale factor is 0.9999123.
BEGINNING at a concrete monument found at the intersection ofNthe. 7 East rtight-of-way
of tiab tine of
South
the main outfall canal of Jefferson County Drainage District
right-of-way line of Savannah Avenue. Said monument also being ei the Northwest cor fe f the
e
Texaco Port Arthur Research Center site with T.S.C.coordtn y
x= 3562555.847 feet.
• THENCE along and with the East right-of-way line f said
as a lama:ain
outfall canal and the West
• line of said Texaco Port Arthur Research Center site
S 36°38'14" W a distance o�f 51.3.41 feet to a 55/8"rebar found found;
S 66°38'48"W a distance
S 36°38'48" W a distance of 1351.62 feet to a concrete monument found at the
Southwest corner of said Texaco Port Arthur Research Center site.
THENCE N 53°25' 16"W a distance of 1.94.78 feetWestTexaco
right-of-way Disk found of said 7e in the
East
right-of-way line of State�ghway No.73 and in theg
rson
County Drainage District No.7 main outfall canal:
Th ENCE along and with the East right-of-way line of said State Highway No. 73 and West
right-of--way line of said Jefferson County Drainage District No. 7 as follows:
N 36° 40' 47"E a distance of 1340.36 feet to a concrete monument found;
N 45° 00' 35"E a distance of 390.30-feet to a 5/8" rebar found;
N 81° 34' 47"E a distance of 193.85 feet to a point for corner in the South line of said
Savannah Avenue.
MARK w.wstz'usrAND a sSO Bing uNC.
•
PAGE 2 Parcel 8
Legal pescripiion,• Art of 5.-49TractA&i3
Film Code No. 102-84-1325
Page No. 22 •
TBENCE S 53° 26' 12" E along and with the South line TINof saidS vava9 ah vers eoland.
distance of 256.83 feet to the PLACE OF BEGXTNG, o
I, Mark W. Whiteley, Registered Professional Land Surveyor No. 3636 in the State of
Texas, do hereby certify that the above field note description correctly reflects previous
corners found or reset based on boundaryperformed boundarbes andy dwell dated eorners are truly
1991 and made by mc on the ground and the mi
shown just as X found them at the time of survey. Surveyed February thru June. 1998.
This field note description is being submitted along with a plat(Exhibit"B") based on
this survey.
i
• or
A T i r~4"
Mark W. Whiteley,
RPLS No, 3636 •' M.W. WK�YEI EY
i
WORD�STAF.A979o2-B.DOC . 3636 ,re.. f
•° SUR
p.
•
•
MARK W.WHITELEYAND ASS000A115s,lda<
Tune 5, 1998 .
Tract I out of Tract ,Parcel C
Legal Description: XIV,28.850 acres.(save and except 25% interest to the Huntsman Corporation)
Burr& Caswell Survey, Abstract No. 391
B.B.B. &C. R.R. Survey, Abstract No. 91
•
Jefferson County, Texas
Abstract No. 391, and the
Being a 28.850 acre tract of land out of the Burr and Caswell Survey, and out of the Port Arthur
BBB & C. R.R. Survey, Abstract No. 91, Jefferson County,
2 Bla 7, Rg. 0, Lots 5 & 6
Laztd Company Subdivision, Lots 7 & 8, Blk. 6, Rg.said 3 28.850 acre tract being a part of a certain
1784.077 6, Rg•acre and Lot 4, Bfk. 7 ibeRgN,
Public
tract more fully described in Film Code ea2i 8 s,1d st races and oXIV
ordin es£'are
l
1?ublie Records of Jefferson County (O.P.R.J.C.). All g
referenced to the Texas Plane Coordinate System, South
t the come, Lambert
a Commencing Projection,
do 27'NAD
83, hereinafter and the scale£actorrred to as is 0.9999094.
C. The theta correction
f a
BEGINNING at a concrete monument found at theZ,�cout �I off.Said�P R 3 C 9 same being an
.228 acre tract
more fully described in Film Code 102 54 1357 as
ell corner of said 1784.077 acre tract and having T.S.C. coordinates of Y 13,904,093.854 e
and X3,560,289.997 feet.
THENCE N 36° 38' 48" E along and with the westerly ie of fsaideetto 1784.0770 i c re rd Foand fhr
easte
line of said 249.228 acre tract for a distance of 1
corner;
T •
HENCE S 53° 15' 58" E for a distance of 1014.05 feet to a 5/8" iron rod found for corner;
THENCE 5 37° 15' 22" W for a distance of 546.92 feet to a 5/8" iron rod found for an angle
point;
TI-LENCE
S 76° 49' 33" W for a distance of 152.14 feet to a 5/8" iron rod found for an angle
point;
NCE S 36° 31' II" W for a distance of 388.80 feet to a5/8" iron
, rodr cfound for
an an
samle
point, said point being
T in the west line of the Burt and Caswell being the east line of the B.B.B. & C. R.R. Survey, Abstract No. 91;
THENCE S 03°36' 36" W for a distance of 183.68 feet to a 5/8" iron rod found for coer;
THENCE S 37° 31' 01" W for a distance of 89.72 feet to a 5/8" icon rod found for corner;or corner,
THENCE N 53° 13' 14" W for a distance fox 1009.72 feet
to a 5/8"
7 " iron
rod nd the east line r,
of
said point being in the westerly line of the
the aforementioned 249.228 acre tract;
__ almur W.WHITELEYAND AS$OCIATRS,ENG'.
PAGE 2 oration
Legal Desc1iptidn: ,Tract I out of Tract MV, Parcel C
28.850 acres [save and except 25% interest to the Huntsman Corporation]
Burr& Caswell Survey, Abs
391
B.B.B. & C. RR. Survey, Abstract No. 91
Jefferson County, Texas
ine of said 1784.077 acre tract add the
THENCE•N 36° 38' 48" E along and with the westerly
to the PLACE OF BEGINNING,
east line of said 249.228 acre tract for a distance
containing 28.850 acres of land, more or less.
f
I, Mark W. Whiteley, Registered Professional Lands Surveyor
rctly efle 36s 36 in the tarn o sTfoundexas, oro hereby certify that the above field note description
reset based on boundary survey performed o by
are truly showell, datedwn justlas99found hcmeab th ttime
me on
the ground and the limits, boundaries a
of the survey. Surveyed Februarthrough lune of this 99sur . This field note description is being
submitted along with a plat(Exhibit )
based on0P'
�•Qrc
j. /� g Imo' �G 'y pkv, e.
�
• M.W..WHITELEY
NV° 3636 4Mark W. Whiteley, RPLS No. 3636 _. - eS/S�fSS40;;�0�
yyawtstjfr.UR 1r1NA_DOC
. MARK W.WIIITELEY AND ASSOCIATES,INC.
June 5, 1998"
Legal Description: Tract 11 out of Tract XIV, Parcel A
66.004 acres (save and except 25% interest to the Huntsman Corporation)
B.B.B. &C.R.R. Survey, Abstract No. 91 ,
B.B.B. &C.R.R. Survey, Abstract No. 94
Jefferson County, Texas ' . .'
Abstract No. and the
Being a 66.004 acre tract of land out of the B.B.B. &C. R.R. Survey,
uZ e ey, andb91,Port Arthur
B.B.E. & C. R.R. Survey, Abstract No. 94, Jefferson County, &4,outElk.of t7,he
Kg. 0,
Subdivision, Lots 5, 6, &7, Elk. 6, Rg. 0, Lots 2, 3,
Land Company and Lots 1, 2 &3, 131k. 7, Rg.P, said 66.004 acre tract being a
Lots 6.a e a Elk. 6, Kg. P,
distances and
2 84
part of a certain 1784.077 acre tract more fully described R 3.C) A31 bearings,ngs, 1325 asTractLambert
x(V in O fticial Public Records of 3effcrson Co ty
coordinates are referenced to the Texas Plane Coo d ata theta , outh Central
e cone,
cing
Projection,NAD 83, hereinafter referred to as T.
point is 02° 27'Q2" and the scale factor is 0.9999094. •
• COMMENCING at a concrete monument found sa'f racts�of saidast corner
O.P.R.1.C44.228 acre tract
same being
an
more fully described in Film Code 102 54 1357T.S.C. coordinates of Y=13,904,093.854 feet
ellcorner 3 560,289.997 feet.0acre tract and having
an
TTBENCE S 36° 38' 48" W along and with a westerly l82 of safeettdo 1x784.075/8" 7acr rod found for the
e tract and the east
line of said 249.228 acre tract for a distance of 9
PLACE OF BEGINNiNG of the tract herein described;
•
' THENCE S 53° 13' 14" E for a distance of 1009.72 feet to a 5/8" iron rod found for corner;
THENCE S 36° 49' 35" W for a distance of 2863.02 feet to a 5/8" iron rod found for to a 5/8" iron rod found corner;
oo corner,
THENCE N 52° 52' 20" W for a distance of 1000.90 feet
1784 077 acre tract and the past line of
said point being in the westerly line of the aforementioned
the aforementioned 249.228 acre tract;
N 36° 3$` 57" E along and with the aforementioned
acres of land,on line more andistanceor less.
ceof
THENCEcontaining 6
2856.95 feet to the PLACE OF BEGINNING,
n
Texas
1, Mark W. Whiteley, Registered Professional Land Surveyoreo.36$in the State
of found oo
hereby certify that the above field note description correctly
reset based on boundary survey performedobrnSandwell,s truly StedMar has 991 and
them at the time
me on
the ground and the limits, boundaries and
the survey. Surveyed February through rune of 1998. This field note description is being
of with a plat(Exhibit B ) based on this survey.
submitted along , •
OF � .
i\o\a/ i 1 -
Iii6
• ,rpt r4.4'.:p'
• M.W. NrHfiELEY •
3636 Q:.
Mark W. Whiteley, RPLS No. 3636 `g4'O�.EEr.1.\4;
UR � '
fr:wnantrr sRt ILMIULACC S`Z•••.1 i INO.
MARE W.WHITELEYANp
•
. .1 -
.Tune 5, 1998-
. � . .
Legal Description: Tract AI out of Tract XIV,Parcel E •
30.848 acres (save and except 25%interest to the Huntsman Corporation)
Burr&Caswell Survey, Abstract No. 391
Yeffbrson County, Texas
Being a 30.848 acre tract of land out of the Burr and Caswell Survey, Abstract Nd. 391,
Jefferson County, Texas and out of the Port Arthur Land Company Subdivision,Lots 2, 3, 6, 7, &
8, Pik 6, Rg. N, Lots 1 & 2 Bile. 7, Rg. N, said 31.055 acre tract being a part of a certain
1754.077 acre tract more fully described in Film Code 102 84 1325 as Tract XIV in Official
Public Records of Jefferson County (O.P.R.J.C.). All bearings, distances and coordinates are
referenced to the Texas Plane Coordinate System, South Central Zone, Lambert Projection, NAD
83, hereinafter referred to as T.S.C. The theta correction at the commencing point is 02° 27' 42"
and the scale factor is 0.9999094.
COMMENCJNG at a concrete monument found at the southeast corner of a 249.228 acre tract
more fully described in Film Code 102 54 1357 as Tract VIII of said O.P.R.J.C., same being an
ell corner of said 1784.077 acre tract and having T.S.C. coordinates of Y=13,904,093.854 feet
and X=3,560,289.997 feet.
THENCE N.36° 38' 48" E along and with a westerly line of said 1724.077 acre tract and the
east line of said 249.228 acre tract for a distance of 2179.49 to a concrete monument found in
the aforementioned common line;
THENCE N36° 38' 52"B continuing along and with said line for a distance of 313.51 feet to
a 5/8"iron rod set for the PLACE OF BEGINNING of the tract herein described;
THENCE N 36° 38' 52" E continuing along and with said line for a distance of 83.23 feet to a
concrete monument found for an angle point;
THENCE N 36° 39' 01" E continuing along and with said line for a distance of 759.89 feet to a
concrete monument found for the northwesterly corner of this tract;
THENCE S 53° 26' 43" E for a distance of 711.35 feet to a '/i" iron rod found for an angle
point in this tract;
THENCE S 35° 40' 43" E for a distance of 506.04 feet to a %." iron rod found for an angle
point in this tract;
THENCE S 39° 34' 58" E for a distance of 191.02 feet to a '/a." iron rod found for an angle
point in this tract;
THENCE S 28° 03' 26" E for a distance of 119.88 feet to a V2" iron rod found for an angle
point;
THENCE S 03° 25' 51" E for a distance of 145.60 feet to a 'A" iron rod found for an angle
point;
THENCE S 39° 58' 35" W for a distance of 325.12 feet to a 14" iron rod found for an angle
point;
mit=W. WHITELEYA DASSOCIA2'E4INC.
'PAM 2 •
Legal)Description: Tract AJ out of Tract XIV, Parcel E
30.848 acres [save and except 25%interest to the Huntsman Corporation]
Burr&Caswell Survey, Abstract NO. 391
Jefferson County, Texas
TM3ENCE S 27° 36' 57"W for a distance of 204.14 feet to a 60d nail found for an angle point;
XENCE S 70° 53' 37" W for a distance of 164.41 feet to a '/Z" iron rod found for an. angle
point;
'l3ENCE N 46° 32' 00"W for a distance of 1390.36 feet to a 5/8" iron rod set for corner, said
corner being in the most westerly east line of a certain 1.492 acre tract known as Part of Save &
Except Tract VIII (TCC Plant) Out of Tract XIV, as described in Film Code No. 102 84 1325
of the O.P.RJ.C.,
•
THENCE N 27° 47' 36" E along and with the most westerly east line of the aforementioned
1.492 acre tract for a distance of 98.90 feet to a concrete monument found for the most westerly
• northeast corner of said 1.492 tract;
THENCE N 53° 20' 26" W along and with the most northerly north line of said 1.492 acre tract
for a distance of 92.20 feet to a concrete monument found marking the northwest corner of said
1.492 acre tract;
THENCE S 35° 51' 13" W along and with the westerly side of said 1.492 acre tract for a
distance of 85.05 feet to a 1/2" iron rod found for corner in the westerly side of said 1.492 acre
• tract;
THENCE N 46° 32' 00" W for a distance of 15.29 feet to the )'LACE OF BEGINNING,
containing 30.848 acres of land, more or less.
I, Mark W. Whiteley, Registered Professional Land Surveyor No. 3636 in the State of Texas, do
hereby certify that the above field note description correctly reflects previous corners found or
reset based on boundary survey performed by Sandwell, dated March 1991 and made by me on
the ground and the limits, boundaries and corners are truly shown just as X found them at the time
of the survey. Surveyed February through June of 1998. This field note description is being
submitted along with a plat (Exhibit"B")based on this survey.
•
S.
- OF .....
W r1lf
�c�' M.1"!. WNITEI EY
q v �
Mark W. Whiteley, RPLS No. 3636 \ ?pR 3636
,,11 �titSsSr'•l r
st rzacoum vivxJruw..00
MARE W.muITEurAl4D ASSOCIATES,INC.
•
•
.
June 5, 1998
Legal Description: Tract W out o 'Tract XIV, Parcel F
30.677 acres [save and except 25% interest to the Huntsman Corporation]
Burr&Caswell Survey, Abstract No. 391
13.13.B. & C.R.R. Survey, Abstract No. 91
Jefferson County, Texas
•
DEI/4G a 30.677 acre tract of land out of the BurrAbstract No.and Caswell Survey, 391, and
the B.B.B. & C. R.R. Survey,. Abstract No. 91, Jefferson County, Texas, and out of the Port
Arthur Land Company Subdivision, Lots 3, 5, 6, &7, Elk. 6, Rg. N, Lots 2, 3, & 4, .Blk. 7,
Rg.N, said 30.677 acre tract being a part of a certain 1784.077 acre tract more fully described
in Film Code 102 84 1325 as Tract XIV in Official Public Records of Jefferson County
(O.P.R.S.C.). All bearings, distances and coordinates are referenced to the Texas Plane
Coordinate System, South Central Zone, Lambert Projection, NAD 83, hereinafter referred to as
T.S.C. The theta correction at the commencing point is 02° 27' 42" and the scale factor is
0.9999094.
CO1r ENCXNG at a concrete monument found at the southeast corner of' a 249.228 acre
tract more fully described in Film Code 102 54 1357 as Tract VITT of said O.P.R.J.C., same
being an ell corner of said 1784.077 acre tract and having T.S.C. coordinates of
y=13,904,093.854 feet and X. 3,560,289.997 feet.
THENCE N 360 38' 48" E along and with the westerly line of said 1784.077 acre tract and the
cast line of said 249.228 acre tract for a distance of 1295.31 feet to a P*K nai! found for the
PLACE OF BEGINNING of the following described tract;
THENCE N 36° 38' 48" E continuing along and with the westerly line of said 1784.077 acre
tract and the east line of said 249.228 acre tract, at 884.18 feet pass.a concrete monument
found marking the southwesterly corner of a certain 0.152 acre Star Enterprise Save & Except
Out Tract"A" being out of a Save and Except Tract VIII (TCC Plant) out of Tract XIV, as
recorded in Film Code No. 102 84 1325, Page 22, of the O.P.R.T.C., and continuing fora total
distance of 1198.00 feet to a 5/8" iron rod found in the westerly line of the aforementioned
0.152 acre"out tract";
THENCE S 46° 32' 00" E for a distance of 15.29 feet to a '/s" iron rod found for corner,
said corner being in the westerly line of a certain 1.492 acre tract said tract being part of a
Save&Except Tract VIII(TCC Plant) Out of Tract XIV, as recorded in Film Code No. 102 84
1325, Page 22, of the O.P.R.J.C.
THENCE S 35° 51' 13" W for a distance of 393.88 feet to a concrete monument found for
the southeasterly corner of said 0.152 acre "out tract", same being the southwesterly corner of
the aforementioned 1.492 acre tract; -
THENCE S 62° 40' 21" E along and with the southerly line of the aforementioned 1.492 acre
tract for a distance of 253.39 feet to a 5/8" iron rod found for the southeasterly corner of said
1.492 acre tract;
l Rau w WE IT'ELEYAND ASSoCIATBS,rwc. ..
- •PAGE 2
Legal Desc iption: Tract IV out of Tract 7CYv,Parcel F
30.677 acres (save and except 25% interest to the Huntsman Corporation)
Burr&Caswell Survey, Abstract No. 391
B.B.B. &C. KR. Survey, Abstract No. 91
Jefferson County,Texas 1
2 acre
THENCE N 31° 47' 09" E the
mo and
southerhy northewith the ast corner o£line of' said49'192 acre tractor a
distance of 190.61 feet found for
or
THENCE N 45° 14' 24" W along
gC monument marking anthe most southerly rtell"cornerof said 1 492 acree of sid 1.492 acre tt�acta
distance of I05.I9 feet to a concrete
THENCE N 27° 47' 36" E along and with the most westerly cast line of said 1.492 acre tract
for a distance of 54.14 feet to a 5/8" iron rod set for corner;
THENCE S 46° 32' 00" E for a distance of 1309.36 to a 'Vi" iron rod found for a corner of this
tract; •
THENCE S 63° 18' 47" W for a distance of 665.03 feet to a 1/s" iron rod found at an ante
point;
'THENCE S 70° 23' 55" W for a distance of 518.39 feet to a I'/" iron rod found at an angle
point;
THENCE N 52° 55' 07" W for a distance
less_stce of 915.50 to the PLACE OF BEGINNING,
containing 30.667 acres of land, more
I,•
Mark W. Whiteley, Registered professional Land Surveyor No. 3c636 in the ts previous tacornerse founof d or
ereby certify that the above field note description correctlydaed March 1991 and de by and onr
reset based on boundary survey performed by Sandwell, shown just as Z found them at the
the ground and the limits, boundaries and corners are truly .
time of the survey. Surveyed February through June of 1998. This field note description is
being submitted along with a plat(Exhibit"B")based on this survey.
i
• +
1 i M.w. WHI'ELEY +
Mark . W eley, RPLS No. 3636 �R < '�v 3636 Q' �,
w o�tr v+vnIrnur nor N I9 TCS SNM04.()
�� SUP‘t,'•.
a(ARK W.WI ITELCY2ND ASSOCIATES,INC.
•
.
June 5, 1998_
. Legal Description: Tract V out of Tract XIV,Parcel G
14.811 acres [save and except 25% interest to the Huntsman Corporation]
Burr&Caswell Survey, Abstract No. 391 •
Jefferson County, Texas
Being a 14.811 acre tract of land out of the Burr and Caswell Survey, Abstract No. 391, Jefferson
County, Texas and out of the Port Arthur Land Company Subdivision, Lot 8, 131k. 6, Rg. N, and
Lot 1, 13Ik. 7, Rg. N, said 14.811 acre tract being a part of a certain 1784.077 acre tract more
fully described in Film Code 102 84 1325 as Tract XIV in Official Public Records of Jefferson
County (O.P.R.J.C.). All bearings, distances and coordinates are referenced to the Texas Plane
Coordinate System, South Central Zone, Lambert Projection, NAU 83, hereinafter referred to as
T.S.C. The theta correction at the commencing point is 02° 2.7' 42" and the scale factor is
0.9999094.
COMMENCING at a concrete monument found at the southeast corner of a 249.228 acre tract
more fully described in Film Code 102 54 1357 as Tract VIII of said O.P.R.J.C., same being an
ell corner of said 1783.925 acre tract and having T.S.C. coordinates of Y=13,904,093.854 feet
and X=3,560,289.997 feet.
THENCE N 36° 3S' 48" E along and with a westerly line of said 1784.077 acre tract and the
east line of said 249.228 acre tract, at 2179.49 feet pass a concrete monument found, and
continuing for a total distance of 2576.54 feet to a concrete monument found for an angle point;
THENCE N 36° 39' 01" E continuing along and with a westerly line of said 1784.077 acre tract
and the east line of said 249.228 acre tract, for a distance of 759.89 feet to the PLACE OF
BEGINNING of the tract herein described;
THENCE N 13° 11' 14" E for a distance of 198.76 feet to a concrete monument found for and
angle point;
THENCE N 36° 30'48"E for a distance of 237.09 feet to a Psi(nail found for corner;
THENCE S 52° 38' 07" E for a distance of 903.54 feet to a '/i' iron rod found for an angle
point;
THENCE S 35° 13'23" E for a distance of 752.79 feet to a '/" iron rod found for an angle point;
THENCE S 59° 57' 02" W for a distance of 404.86 feet to a '//" iron rod found for an angle
point;
THENCE N 39° 34' 58" W for a distance of 191.02 feet to a '/2" iron rod found for an angle
point;
THENCE N 35° 40' 43" W for a distance of 506.04 feet to a. 'A" iron rod found for an angle
point;
MARK W wx1TELEYithA 4,SSOWA2 S,we.
• •'PAGE 2
Legal Deseeip.tion: Tract V out of Tract XIV, Parcel G
14.811 acres [save and except 25% interest to the Huntsman Corporation)
Burr& Caswell Survey, Abstract No. 391
Jefferson County,,Texas
• •
•
THENCE N 530 26' 43" W for a distance of 711.35 feet to the PLACE OF BEGINNING,
containing 14.811 acres of land,'more or less.
I, Mark W. Whiteley, Registered Professional Land Surveyor No. 3636 inthe
cornof Texasfound o, do hhereby certify that the above field note description correctly reflects previous
reset based on boundary survey performed by Sandwell, dated March 1991 and made by me on
the ground and the limits, boundaries and corners arc truly shown just as 1 found them at the time
of the survey. Surveyed February through June of 1998. This field note description is being
submitted along with a plat(Exhibit"B") based on this survey.
..• .
0
• f i
OM% • Nf.W. WHITELEY
�,,, k3636 e.
�..I.a a 1 9
Mark W. 'teley, S No. 3636�� !; Nyess�o?: o�
• WAIrOIZDISTAJMUFL`ULDOC s u f; •
MARE W.WI!TJL.EYAllID ASSOCIATES,INC. --�-- -�
EXHIBIT "G"
LEGAL DESCRIPTION
of
Praxair, Inc.
(Resolution No. 16-324)
Second location on property owned by Premcor (Valero)
12
SIT"A"
BEING a 4.7004 acre tract or parcel of land situated in the B.C. Arthur Survey, Abstract No. 61,
Jefferson County,Texas and being out of and part of Lot 1,Block 5,Range R of the Maps of the Lands
of the Port Arthur Land Co, a subdivision of Jefferson County, Texas according to the plat thereof
recorded in Volume 1,Page 22, Map Records, Jefferson County,Texas and being out of and part of
that certain called 371.719 acre tract, identified as TRACT 6, as described in a 'Special Warranty
Deed"from Chevron U.S.A.to Clark Refining&Marketing,Inc.as recorded in Clerk's File No. 95-
9505598, Official Public Records of Real Property, Jefferson County, Texas, said 4.7004 acre tract
being more particularly described as follows:
NOTE.AU bearings are referenced to the commencing call of that certain called 371.719
acre tract of land identified as TRACT 6, as described in a "Special Warranty Deed"
from Chevron U.S.A. to Clark Refining&Marketing Inc as recorded in Clerk's Pile No.
95-9505598, Official Public Records of Real Property, Jefferson County, Texas as
NORTH 01°15'31" WEST All coordinates are referenced to the existing Valero Plant
Monument System
COMMENCING at a Gulf concrete monument found for the Southwest corner of that certain called
0.034 acre tract of land as described in a deed from Port Canal and Dock Co. to Gulf Refining
Company as recorded in Volume 219, Page 76, Deed Records, Jefferson County, Texas, and said
corner also being the point of beginning in the description of that certain called 103.224 acre tract,
identified as TRACT 5, as described in a "Special Warranty Deed' from Chevron U.S.A. to Clark
Refining & Marketing, Inc. as recorded in Clerk's File No. 95-9505598, Official Public Records of
Real Property,Jefferson County,Texas and said corner being in the Northwesterly line of that certain
called 259.02 acre tract,identified as"Parcel C",as described in a"Special Warranty Deed"from J.S
Hollyfieid,Trustee,to Rice-Carden Corporation as recorded in Volume 1729,Page 345,Deed Records,
Jefferson County,Texas;
THENCE NORTH 30°40'46"WEST for a distance of 8540.12 feet to the most Easterly corner and the
POINT OF BEGINNING of the tract herein described,said point having coordinates of N 4759.00,E
-253.00;
THENCE SOUTH 41°18'00"WEST,over and across the said TRACT 6,fora distance of 315.00 feet
to a point for corner,said point having coordinates of N 4759.00,E-568.0;
THENCE NORTH 48°42'00" WEST,continuing over and across the said TRACT 6,for a distance of
650.00 feet to a point for corner,said point having coordinates of N 5409.00,E-568.00;
THENCE NORTH 41°18'00"EAST,continuing over and across the said TRACT 6,for a distance of
315.00 feet to a point for comer,said point having coordinates of N 5409.00,E-253.00;
THENCE SOUTH 48°42'00"EAST,continuing over and across the said TRACT 6,for a distance of
650.00 feet to the POINT OF BEGINNING and containing 4.7004 Acres,more or less
zJi,1 ,4 urs:as tteve Q14 4410 ......�..• -• - —
MARI� ET.BYTB.S
RATBD
CONSULTING mcsarRs.
SVRVS7t710.AND 11e4NN&R3
P. JOX 14,92
D s c emb s r 14, 1.994 `DI AVW0NT,TZX•4S 77736
TRACT 1
Chevron U.S.A. , Inc. - Port Arthur Refinery
Jefferson County, Texas
Being a 34.475 acre tract or parcel•of land situated in tjae B.C.
Arthur Survey, No.377 and in Rang* 1, Block Number 2 and Rang'"Q ,
Block Number Two (2) , Jefferson County, Texas and being out of a
49.57 acre tract or parcel of land described in deed from Joe
Stewts, Will Stewts, Mrs. Oriella Dupont, and her husband John
Dupont, and David E. v'riel to Gulf Refining Company, dated July
3, 1914, recorded in Volume 658, Page 112, Dead Records,
Jefferson County, Texas, said 34.475 acre tract being more
particularly described as follows:
,
COM ENCING at Gulf monument found for the southwest cornet of a
0. 034 acre tract as d.ecribed in Volume 219, Page 76, of the Deed
Records, Jefferson County, Texas;
THENCE North 41013'45" East for a distance of 1939.55 feet to a
round Gulf monument in th• wast line of a sixty (60) foot county
roadway;
THENCE North 48'42'36" West for a distance of 928,35 fast to a
found Gulf monument in the south line of West Seventh Street;
TIEENCE North 41'24'00" east for a distance of 2301.30 feet to an
iron rod set for the POINT OF BEGINNING of the herein described y'
tract;
THENCE South 48.34'25" East, a distance of 996 . 81 feet to a. point
for corner;
THENCE North 41.16'34" East, a distance of 1469 .56 fast toga
point for. corner;
THEACE North 48'44'04" West, a distance of 945. 01 feet to a point
for corner; •
THENCE North 41.16'414 East, a d.iscancc of be8 .J3 re_: c:•
for corner in the westerly right-of-.ay lies of state Hignae;,
r.1d41 1 Page a of 2
Attachment
"A"
/16/94 u&:sb wrev• •ys l.eo -
Spur 214;
forNCE cornerth i thepweetarlyCright-ofaway lina3of State Highway y
spur 214;
THENCE South 41.17'24" West, along and with the southerly right-
POINTYOP Gine o2NflNG andreontaining 34,47$ scrsance af ,ofs4 fast to the
land, -mora or
less.
Notes: 1) bearings Based on Port Arthur land Co. BUOn as
recorded in Volume 1, page 24 of the MaA Records
Jefferson County, Texas,
2) Drawing included on separate sheet.
A" t o. a.,
V ittiNir
-Ad 0 lie ._....-. . e
rW .4444,14 x'0' 4` .
Marc W. Whiteley, R.P.L.S. No.
r:N+ 60\AATA\TAACT$J418
•
MCT 1 Page 2 of 2
f/10/SO• va:fie v •--
MARX`W`'..mmPtIOMRY`�t�
AN �OC.IAI S
INCORPORATED
GUNS A D PLAMI BRS
P.O.301548
pimiiii..
December 14, 1994 °147,1b7G4.477T26
TRACT 2
Chevron U.S.A. , Inc. - Port Arthur Refinery
Jefferson County, Texas
Eainq a 40.41.0 acre tract or parcel of land situated ire the 3C.
Arthur survey, No.227, end being part of Blocks Two and Three (2
& 3) Range P, and Block Two (2) Range Q, Jefferson County,. Texaes
and being out of a 44.88 acre tract or' parcel of• land described
in deed from Holland Texas Hypotheek Bank to Gulf Refining
Company, dated ? oVesaber 11, 1915, recorded in Volume 151, Page
627, Deed Records:, Jefferson County, Texas, said 40.410 acre
tract boring more particularly described as follows:
COKJtENCING at Gulf monument found for the southwest corner or a
0.034 acre tract as desarib.d in Volume 219, Page 76, of the Decd
Records, Jefferson County, Texas;
THENCE North 41.13'45" East for a distance of 1939.55 feet to et
found Gulf monument in the west line of a sixty (60) foot county
roadway;
THENCE North 48.42' 36" Hest for at distance of 926.33 feet to a
found Gulf monument in the south line of West Seventh street;
THENCE North 41'24/00" East for a distance of 2301.30 feet to a
point for corner p said point also being the northwest corner of
the 34.475 Aare tract described as Tract 1;
THENCE North 04'37'19" East for a distance of 231.49 foist to ar
iron rod set for the POINT OF BEGINNING oC the herein desoribed
tract;
THENCE North 02'02'37" West, along and with the southerly righ
of-Way of a sixty (60) foot roadway, for a distance of 2655,73
feat to a point for corner in the westerly right-ot-way line of
State Highway Spur 214; ,
THENCE South 43.42'36" East, along and with the westerly riint-b
of-way line of Stats Highway Spur 214; for a distance of i_...
Ei
feet to a point for .corner in the westerly right-of-crag line Vt
State Highway Spur 214,
TRACT 2 Page 1 of 2
<iioir+ va.u• .... •v,v
THENCE South 41.17'24" West, along and with the northerly right—
of-way lint of county roadway; fora distance of 1.931.70 feet to
the POINT OF BEGINNING and containing 40.410 acres of land, sore
or leas.
Notes: 1) bearings eased on Port Arthur Land Co_ Subdivision is
recorded in Volume 1, Page 24 of the Mab
Jefferson County, Texas.
2) Drawing included on aspirate sheet.
4lid10
Mark W. Whiteley, R.P.L.S. No. 3536 4a }'4,A
fs\%P6 \DATA TMCTZ.$&I
•
•
TRACT 2 Page 2 of 2
MARK W.WHITELEY
AND JS4 TED
coNsuankto SVIVITQRS,,gipmma
PLOW=
P.O.1 OZ 491
DLtUMO iT.71X45 77 6
40940.0421
December 14, 1994
TRACT 3
Chevron U.S.A., Inc. - Port Arthur Refinery
Jefferson County, Texas
Being a 554.093 acre tract or parcel of land situated
in tantd54C
Arthur Survey, No.227 and in Ranges P and Q, Blocks , ,pacel
(2,3 & 4), Jefferson County, Texas and being tract pa Gulf
of land described in deed from Port Arthur Land Corpariy
Refining Company, dated Novensber 11., 1913, recorded inand
1.40. Page 216, Dead Records, Jefferson County, Taxan,
also
being a. tract or parcel of land described in eed3from oPort
Arthur Land Company to iJ. M. Guffey, dated April
recorded in Volute 49, Page 632, Deed Records, Jefferson County,
Texas, and a tract or parcel of land described in deed trot
P11ort
t
Arthur Land Company to Gulf Refining Company, d
ate1902, recorded in Volume 56, Page 160, Deed Records, Jefferson
County, Texas, said 554.093 acre tract being more particularly
desoribed as follows;
cc:m NCItiG at a Gulf monument found for the southvest corner of a
0.034 acre tract as described in Volume 119, Page 76 of the peed
Records, Jefferson County, Texas;
THENCE North 37.19,18" Went for a distance of 1009,73 to a point
for corner; said point also being the POINT OF DE010'IIW of the
herein described tract;
THENCE north 41'40,36" West along and with the
ereasterly
lin?.of
Raneaa city southern railroad right-of-way;
ce of
3989.23 feet to a point for corner;
THENCE North 10°25,06" West fora distance of 95.85 feet tea
point for corner;
THENCE rrcorner for beginningdoftance of 46,73 curve to thafeet
right; a
point for o
TRACT 3
:'�y - of 2
THENCE continuing along and with right-of-way line of State
Highway 87, in a northerly direction along said curve to the
Right having a Radius of 768.52 feet, a Central Angie of
50637,474, a chord which bears South 1,1'54'24" West 657 . 23 feet ,
for an Arc length of 679.11 feat to a point for corner in tba
south right-of line of State Highway 87t
THENCE North 37.14'24" East, along and with the south right-of-
way line of State Highway a7; for a distance of 2662,95 feat to a
point for corner in the south right-of way lino of State Highway
87;
THENCE North 38.17124" East, along and with the south right-or-
way line of State Highway 87; for a distance of 229,19 feet to a
point for corner in the south right-of-Way line of State Highway
97;
THENCE South 49.46'16" East, along and with the south right-of-
way line of State Highway 87; fora distance of 60.01 feet to a
point for corner in the south right-of-way line of state Highway
87;
THENCE North 38.17'24" East, along and with the south right-of-
way lima of state Highway 87; for a distance of 1850.06 feet to a
point for corner in the south right-of-way line of State Highway
87;
THENCE South 51.42136'' East, along and with the south right-of-
way line of State Highway 87; for a distance of 13,99 feet to a
point for corner in the south right-of-way line of State Highway
97;
THENCE North 38'17'24" East, along end With the south rig]7t-of-
waty lino of State Highway 87; for distance of 177.65 feet to a
point for corner in the south right-of--way line of State Highway
87 and the west right-of-way lino of State Highway Spur 214;
THENCE North 60°27'30" East, for a distance or 1o9.11 feet to a
point for corner;
THENCE South 43.42'36" East, along and with the was right-a-wetY
line of State Highway spur 214; for a distance of 2436 . 13 itzt to
a point for corner;`'
THENCE Svuth 02.02'36" East, along and with the westerly rig't-
of-way line of an 80 foot Texaco Pipeline Right-of-way; for a
distance 2965.02 feat to a point for corner in the north ript-
cf-way line of West Seventh Street;
TRACT 3
Page 2 of 3
THENCE South 41.'17'24" West, along and with the north right-of-
vy 8.00 feet to
aapointefor corner Of West /innthe th Street;
northright-of-way line tar a distance fofiWest Seventh
Street;
THENCE South 48042136" East, along and with the north right-of-
way line of West Seventh Street; for a distance of 66.00 feet to
a point for corner;
THENCE North 41.17'24" East, along and with the north right-of-
way for aine of distance8t ofSeventh 3737. 05Sfeetttond thehe north Point ofline of Beginningact and4;
containing 534.093 Acres, mors or less,
bdivision
Notes: ly recordes inaed on Volumeport 1, Pageur Land 24of theoMapuas
recordedRecords,
Jefferson County, Texas.
2) Drawing included on saperate sheet.
4,1 I ie,01,40,%
Mark W. Whiteley, R.P.L.S. No. 3636 ::f. MIE, •
is\L1l6C\DATA\t*ACT3,ui4
•
TRACT 3 page 3 of
-
+1.ARK WHITELEY
�ASSOCIATAIS
INCORPORATED
0 s
xl497
Decca mber 14, 1.994ONT.tA,1.9 rrrl!
TRACT 4
Chevron U. S.A., Inc. - Port Arthur Refinery
Jefferson County, Texas
Being a 40.311 acre tract or parcel of lane! described ii �n �at
certain dead from Port Arthur Canal and Dock Company t
Refining Company dated June 31, 1922, recorded in Volume 213,
Page 169, Deed Records, Jefferson county, Texas, and also a
QuLtelaim Deed from Port Arthur Land Company to Gulf Oil
Corporation dated November 9, 1.977, recorded in Volume 442 , gage
93 Dead Records, Jefferson County, Texas said 40.511 acre tract
being more particularly described as followsss
CO24of
0.034 acre tractGulf Ttonu.pent found tor the
described in Volume 219, Page W76tof�t1sera.
Died
Records, Jefferson County, Texas)
THENCnces of 11.0.93
t to
pointENoth fos r the POIINTO0? BEGINNING ofd thea herein described etracta
THENCE continuing in a northerly direction along a. curve to the
Right having a Radius of 714.50 feat, a Central Angli of
12.02(10tt, a chord which bearS North 47 .36'09" West, for an Ma
length of 150.10 feet to a point for corner'
THENCE North 41.40'36" West, along and with Kansas city Southern
right-of-way for a distance of 016.15 feet to ex point for ec:nar;
THENCE South 41.17'24" West, a distanvs of 20. 15 feet to a point
for corner;
•
THE0
forNcorner; inithe!northerlineaofithsnce of abandonedOWestapoint
Seventh
Street;
THENCE North 41'17'24* East, along the north right-of-way lir.z of
tha abandoned West Seventh $t a inandoor the south line of Trac! s a.
distance of 1743.05 feet to po
TRACT 4 papa 1. of 2
•
THENCE South 48.42 '36" East, a distance of 988 . ?5 fiat to a point
for cornier;
THENCE South 41'13'43" West, a distance of 1828 . 62 feet to the
POINT Of BEGINNING and containing 40.502 acres of land, mora or
less.
Notes: 1.) Bearings Based on Port.Arthur Lend Co . Subdivision as
recorded in Volume 1, Page 24 of the Map Records,
Jefferson County, Texas.
2) Drawing inCluded on seperate sheet.
111.
41 ?it
Air .
A4 yp
Mark W. Whiteley, R,P.L.S, No. 3636 .y rtsi
•
r:MIPOO AT1\fMCi4.Mit
TRACT 4 Page 7 c'f 2
:/LS(9t 09:03 troy 692 134i 01 ,
A 1 LOL.G L
HARE W. WBITlELEY
AND ASSOCIATES
INCORPORA7 D
03x3U12134701uaellinS
SLCRSYZYO ,AND 11.4101211.9R9 119
P.O. OX Sat
December 14, 1994 8=ALA MN2 71XAS 77726
• as/n24122
TRACT $
Chevron U.S.A. , Inc. - Port Arthur Refinery
Jetfereson County, Texas
Being a 103.224 acre tract or parcel of land out of and part of
that certain tract or parcel of land described by Deed dated 1-
11-12 recorded in Volume 126 Page 194, Deed Reeeorda, Jeaffer on
County, executed by the Texas Nev Orleans Railroad Co. in- favor
of Gulf Refining Co. , also that 16.17 acres daedribed by Deed
dated 12-3-46 recorded in Volume 652 Page 74, Dead Records,
Jefferson County, executed by Port Arthur Canal and Doak Co. in
favor of Gulf Oil Co., also that. 37.06 acres described by Deed
dated 6-1-22 recorded in Volwae 222 Page 483, Deed Records,
Jefferson County, executed by G. N. Bliss in favor of Gulf
Refining Co. , also that certain parcel known as Tract 2 in Diad
dated 6--28-22 recorded t1 Volume 219 Page 76, Deed Records,
Jefferson county, executed by Port Canal and Dock Co. in favor of
Gulf Refining Co. , also that 2.50 acres described in Deed dated
7-13-14 recorded in volume 145 Page 120, Deed Records, Jefferson
County, executed by Joe Stewts, et al, in favor of Gulf Refining
Co., Also that certain 7.4 0 acre tract described by Deed dated
l-16-22 recorded ire Values 213 Page 269, Deed Records, Jefferson
County, executed by Port Arthur Rice Milling' Co. in favor of Galr
Refining Co. , also that certain 0.43 more Quitclairc Deed dated 6-
28-22 recorded in Volume 222 Page 328, Deed Records, Jefferson
County, executed by The Trustees of the Port Arthur Lrand Co. in
favor of 43u3f Refining Co. , also that certain Tract known as
Tract 3 as described in Volume 95 Page 499, Deed Records,
Jefferson County, also that certain 45. 80 acre a; described by
Deed dated 2-7-02 recorded in Volume 57 Page 166, Deed Records ,
Jefferson County, executed by .7. M. Duffey Petroleum Co. in favor.
of Gulf Refining Co. , also out of and part of that 70. 00 acre
tract or parcel as described by Dead dated 1-11-02 recorded fr.
volume 56 Page 160, Deed Records, Jefferson County, also out of
and part of that certain 19. 50 acre tract as described by Deed
dated 12-14-01 recorded in Volume 55 Page 344 , Dead Records,
Jefferson County, executed by the Trustees for the Port Arthur
Land CO. in favor of T. M. Guf fey Petroleum Co. , also that
Certain 1.11 acre tract described as "SECOND TRACT" in that
certain Deed dated 2-26-07 recorded in Volume 95 Page 499, Deed
Records, Jefferson County, executed by H. A. Phillips in favor. o=
Gulf Refining CO. , said 103 .244 acres zone ';art i.r ,itartr
described as follows:
4, ♦1 Y..VV M�•v rr. ♦yry
BEGINNING at a Gulf Oil. monument found for the southwest corner
of said 0.034 acre tract;
THENCE North 41.13'00" East, a distance of 30. 39 feet to a point
for corner in the Southerly Right-of-Way lino of the Kansas City
southern Railroad;
THENCE, a curve to the Right, along said Southerly Right-of-Nay
line, from whose the chord bears North 48'28'131, nest, as diatance
of 138.90 fest, along the curve concave to the northeast, having
a radius of 794.50 feat and a central angle of 10'01'01";
THENCE North 41°40'36" West, a distance of 4754 .97 feat to a
point for the intersection of said Southerly Right-of-Way and the
Easterly Right-of-Way line of State Highway 877
THENCE South 10.25'06" East, along said Highway Right-ot*-Way
line, a distance of 277.39 fast to as point for corner in tilt
Northerly Bank of the Turning Basin;
THENCE South 73.55'22" East, along the North side of said Turning
Basin, a distance of 42.90 fast, to a point on tho exiting
Headwall for corner;
THENCE South 65029'15" East, a distance of 95. 85 fast, to a point
on the existing Headwall for corner;
THENCE South 59.07'53" East, a distance of 44 . 54 test, to a point
on the existing Headwall for corner;
THENCE South 77'14'26" East, a distance of d5. G1 feet, to a point
on the existing Headwall for oorner;
THENCE South 42'21'32" East, a distance of 318 .57 feet, to a
point on the existing Headwall for corner;
THENCE South 59.44'46" West, a distance Q 50. 68 fes:, to a point
on the existing Headwall for corner;
THENCE South 29036'07" East, a distance of 849 .33 feet, to a
point on the existing Headwall for corner;
THENCE South 23'47'44" East, a distance of 1Z08. Ot Cast, to a
point on the existing Headwall for corner;
THENCE South 48'53' 15" East, a distance of 450 ,31 fast, tc ! ''
point on the existing Headwall for corner;
THENCE North 39°581-06" East, a distance of 49 . 69 flet, t ' point
on the: existing headwall for corner!
TRACT 5 ?age 2 of 4
•
THEHCD South 41.32'56" East, a distance of 234 . 76 feet to an iron
rod found for corner;
THENCE South 02'16'15" West, a distance of 30.72 feet to an iron
rod found for corner;
THENCE South 42'06'26" West, a distance, of 273 . 86 feat to art iron
rod found for corner;
THENCE South 48'40'11" Wast, a distance of 850.45 feet to an iron
rod found for corner;
THENCE South 37.13.59" West, a distance of 58. 96 feat to an iron
rod found for corner;
THENCE South 09'12'18" East, a distance of 809, 79 fest toan iron
rod found for corner;
THENCE South 10'27144" East, a distance of 246. 66 feat to an iron
rod found for corner;
THENCE South 11.47'42" East, a distance of 273 .53 feet to an iron
rod found for corner;
THENCE North 54,49'49" East, a distance of 88 . 17 tett to an iron
rod found for corner;
THENCE North 69.06'30" East, a distance of 199 . 73 feet to an iron
rod found for corner;
THENCE North 80.47'47" East, a distance of 166. 13 feat -to an iron
rod found for corner;
THENCE North 80.39'45" East, a distance or 61.3 .29 feat to an iron
rod found for corner;
THENCE North 65.43'07" East, a distance of 197 . 89 feet to an iron
rod found for corner;
THENCE North 61.12'28" East, a distance of 201. 96 feet to an iroil
rod found for corner;
THENCE North 52005'05" East, a distance of 199 . 63 feet to vl iror.
rod found for corner;
THENCE North 34.20'04" East, a distance of 202 . 99 feet to an
rod found for corner; ,
THENCE North 20'41'05" East, a distance of 201.24 feet to an iron
rod found for corner;
TRACT 5 Page 3 of 4
THENCE North 14.03'0" East, a distance of 63.15 flet to an icyn
rod found for corner;
THENCE North 16.51'40" West, a distance of 230. 62 feat to an iron
rod found for corner)
THENCE North 25.441'00" West, a distance of 300. 34 feat to an iron
rod found for corner;
THENCE North 41.13'00" East, a distance of 214 .93 feet to the
POINT O1' BEGINNING. Containing 103.224 Acres, more or loss
Notes: 1) Bearings Based on Port Arthur Land Co . subdivision es
recorded in Volume 1, Page 24 of the Map Rsoords,
Jefferson County, Texas.
2) Drawing included on separate sheet.
oirj
Mark W. Whiteley, R,P.L,5, No. 3636 ~� 1}�A'M1 oe''.
Y • •sla riv-.
•
Fs\HKQ‘DAT,l1T Ra CT3.11ii
•
i -
TRACT 5 Page 4 of 4
Vw.1W�1
T
December 14, 1994 ! Locsat��
01G1T
D
s�rtuawee
SaillNaltIosiaa-841711:"Inrig
TRACT $
Chevron 12.10.A. , Incl. - Port Arthur Refinery
Jefferson County, Texas
Being a 374.719 acre tract or parcel of land out of and part of
that certain 279.46 acres of land described sa "rirst Tract* by
Dead dated 2-26-07 recorded in Volumes 95 Page 4199, Deed Records,
Jefferson County, executed by B.R. Phillips in favor of Gull
*seining Co., also that oertaist tract knovn as "Tract 1e as
described in Deed dated 11-14-so recorded in Volume 2276 Page
167, Deed Records, Jetten on County, executed by Texaco, Zap. ,l/1.
favor of Cult Oil Ca., also that oartaia 27.20 acre tract as
described by Dead dated 6-111.13 recorded in Volume 339 Page 44,
Dead Records, Jefferson County, also that certain 40 loot strip
of Land being more paxtioularly described as »Treat 10 by Deed
dated 13-21-21 recorded in Volum. 222 Page 6, Dead Records,
Jefferson County, executed by he County or Jattaraon in favor of
auif Refining Co., also that 179.09 *ores as described by Deed
dated 10-30-15 recorded in Volume 153 Pea* 11, Dead Records,
Jefferson county, executed by Ten. Texas Co. in favor of Gulf
Refining Co., also part of that 1.17 more tract described by cad
dated 3-29.13 recorded in Volume* 149 Page $9, Deed Records,
Jefferson County, executed by The Trustees of Saha Port Arthur
Land Co. In favor of Gulf Refining Co. , said 371.719 acres being
error• particularly described as follows
comick1CtUG at a Cuff oil aonuxs�snt found for the southwest cornu
of a 0.034 aura tract es described in Vol .um22.9 Page 76;
TTHrXCE North Q1"15'36' West, a distance of 1630. 63 fest to a
point for corner at the Northwesterly corner of the intersection
of the Southern Pacific Railroad and Spurr 21.4 for the POINT O?
sscxxxxxr3;
TRENCE Korth 4$'43'36' West, a distance of 2718. 1.6 feet to a
point for aornsr in the Southwesterly Right-of-Way line of 8pu.r
214;
THENCE south 42.26'24N Wait, along the centerline of inicator
Bayou, a distance of 1616.87 feat to a point for corner;
THENCE South 24.44'30' hest, a distance of 191.67 feet to a pole
for corner in the beg inattg at a curve tangent to said Line;
inial Ilum b.r 27, 1094 pegs 1 of 3
EC 27 '94 11 :89 429 892 :34.S c,AlLa2�
TWIN= 18o4thvsatsriy, tnstarjY, northyestarl' and northerly a
distance of 120.41 feet to * point for earner along t1* csurva
concave to the north, baying a radius of 30.00 feat and a► aantrai
enols of 1341•11"23*;
T87R}lC>t North 11057'10* Mast tangent to raid curve, a distance of
24.03 feat to a. point for corner in said "Tract 1';
TIM= North 43.30'47* Vest, along the North Lino of said *Tract
1" a distance of 91.00 test to a point for *cornu;
MN= north 71.53.39* West, a distance of 126.oa fest to a point
fax corner;
TKINC& North 17041'20 West, a distance of 60.09 feat to a point
for corner;
TSZNCs South 15.17'13" Neat, a distance of 10.91 rust to as point
for corsyar;
=NCI Louth 80'30'53* Nest, a d.istancs of 100.06 feet to • point
for corner;
TUN= South 76.32'31" West, a distance of 123.43. feat to a point
for corner;
T 4c; South 46.14'21" West, a distance of 91.21 fiat to a point
for corners
THFnal South 59.54'40" Nest, a distance of 155.61 fact to •s point
for Cozaar;
391I(C7: South 48'49'06* Nast, a distanca of 70.05 fiat to a point
far corner;
Tfil'HC1C South 32.46'13" best, at dista.nca of 107.22 fast to a point
for corner;
7`71721021 South 70•06'37" West, a distance of 159.21 fast to a point
for corner;
112311C12 South 30'18'33" 'West, a distance of 33.21 fait to a, point
for corner;
TIMMC7i South 01.46'04* West, a distance of 69.2$ fiat to a point
far corner;
TitENC3 South 53423'43° Zast, a distance of 27,65 fiat to a point
for corner; •
TKEHCZ South 59'00/0)* Nest, a distance of 139,15 fiat to n pain:
TRACT.. «• ,n, 1994 P a g a 2 of 3
cC ?7 '94 it : ja »9 11.7? 04:3 PrA.1.2-e:�
for corner;
TR (Cl South iI•S!'5o4 West, a distance of 541.26 !slit to a point
for cornier;
TADICE South 6$•46'16' Vast, a distance of 295. 50 fast to a point
for corner;
THENCE lloUth 1.0•25'5$ Vast, a distaroa of 311. 46 feet to a point
for course
T1010E aoUth 32'Qi'53' Neat, a distance of 235.33 fest to a paint
for corner it the Northerly Right-of-clay lino of the Southern
farina Pailroad (basad on a IDD' Right—of-Way) ;
WINCE !tooth $1.05'32" last, along and with the ,said Northerly
line, a distance at 3232.22 fact to a point for corner to the
beginning of a curve tangent to said line/
moat southsastarly and southerly a dietanoa of 1111.00 feat to
a point for corner along the Curve concave to the enuthveist,
having a radius of 1943.76 fast and a central angle of 60440'26';
TE12CE South lo02%1O4" last tangent to said curve, a dfstenos
of 1133.47 feat to a poiast for corner to a point of cusp ore a
curve concave to the southeast laving a radius of 161.53 rest and
• a. central angle of 20•011•541' and being subtended by a chord vbich
bears North 274101'33* last 202.13 fast, said roil seise being at
the intaruaction of said Nostherly line and the Westerly Right-
of--Way line the 5autharn Pacific Railroad;
•
THENCE northerly and northeasterly along said curve, a diettanca
of 105.42 feat to a point for corner)
THENCE North 37'14124" last, along and with said Southern Pacific
]tnilroad, a distance of 5029.71 feet to the P'YN'I' OF BWINNINC.
Containing 371.719 acres, nor* or 1sse.
Not49: 1) Bearings sasa4 on Port Arthur Land Co_ Subdivision as
recorded in Volume 1, Page 24 of the Nap Retards,
.7effereon County, Texas.
2 Araving included on separate sheet.
N..,. ./(
0 1 01
lark W. Wnitslsy, R.P. �•• 3536 ..�.irnf}lY..
• o Iw►rowsatiau7asa >
Op, rot i
. V4064
Trurr 6
ihrvfaad eaa ho r if, tf94 Page 3 of J
)fC 27 '94 111 Is 439 0V. 1i'3. pAGLea4
T .4er7
June 18, 2004
Field Note Description
Being an 1161,0954 acre Tract or Parcel of land out of and a pan of that certain cal led 1555.182
acre tract of land out of the T.&N.Q. R.R. Co. Survey, Section No. 122,Abstract No.486,the
T, &N.O. R.R. Co. Survey,Section No. 121, Abstract No. 250,and the Franklin Baker Survey
No.2, being also called the John Wescott Survey,Abstract No.725,Jefferson County,Texas,
and being more particularly described as TRACT 7 in a SPECIAL W'ARR NTY DEED dated
February 29, 1995,from Chevron U.S.A.,Inc..a Pennsylvania corporation,to Clark Refining&
lvlarkcting,Inc.,a Delaware corporation,recorded in Clerk's File No. 95-9505598, Official
Public Records,Jefferson County,Texas and also being out of and part of chat certain 533.61
acre or tract of land out of the T. &N.O.R.R, Co.Survey, Section No. 122,Abstract No.486,
Jefferson County,Texas,and being more particularly described in that certain Deed dated
5-10-24 recorded in Volume 240 Page 620, executed by W.P.H.McFaddin In favor of Gulf
Refining Co., out of and part of that certain 470.00 acre or tract of land out of the T. 84N0.R.R.
Co.Survey,Section No. 121,Abstract No.250,Jefferson County,Texas;and being more
particularly described in that certain Deed dated 10-21-16 recorded in Volume 152 Page 97,
executed by E.A.Laughlin and N.M. Barrier in favor of Gulf Refining Co.,Save and Except that
0.127 acres as described as "Parcel No. I and Parcel No, 2", in that certain Right-of-Way deed
dated 5-18-33 recorded in Volume 365 Page 626, Deed Records Jefferson County, Texas,also
being part of that certain 142.839 acre tract out of and part of the Franklin Baker Survey No.2,
being also called the John Wescott Survey,Abstract No, 725, and being described in that deed
dated 2-25-48 recorded in Volume 689 Page 557,Deed Records Jefferson County,executed by
the McFaddin Trust in favor of Gulf Refining Co., also that certain 20.00 acre tract out of the
John Wescott Survey,Abstract No. 723, as described in deed dated 7-6-77 recorded in Volume
2022 Page 220 Deed Records Jefferson County,executed by Dan Benson,el al,in favor of Gulf
Refining Co., also that 120.00 acre "Second Tract"out of the Franklin Baker survey No.2
described in deed dated 11-6-17 as recorded in Volume 169 Page 88 Deed Records Jefferson,
executed by John J. Wescott and wife.May B. Wescott In favor of Gulf Refining Co, also that
certain 88.00 acre"First Tract"out of the Franklin Baker No. 2 as described in deed dared
1. 1-6-17 as recorded in Volume 169 Page 88 Deed Records Jefferson county,executed by Jahn J.
Wescott and May B. Wescott in favor of Gulf Refining Co., also that certain 39.8074 acre met as
described in deed dated 12-1-82 recorded in Count; Clerks Film Code No.100.01-1572 Real
Property Records Jefferson county,executed by W. P.Clements,Jr. Governor of the State ot^
Texas and Bob Armstrong, Commissioner of the General Land Office in favor of Gulf Oil Ca.
also that certain 10.0630 acre described as"Tract 2"in that certain deed dated 11-14-80 r;corde_.
in Volume 2276 Page 267 Deed Records Jefferson,county,executed by TeamInc. in fawn
Gulf Oil Co.,also that certain 24.00 acres outofthe 8 C. Arthur Surety, Abstract No. 61.
Jefferson County,being more fully described as"Second" in that certain thea Gated I 1-19.4;;
recorded in Volume 487 Page 72, Deed Records Jefferson County, executed S'Texas ano Nee
Orleans Railroad Co. in favor of Gulf Oil Co.. also 16.54 acres oat of the T.ei ;: 0. R
Survey No. 121,Abstract No 250, as described in decd dated 4.4-51 recorded in''oiu ne S.',c
Page 102. Deed Records Jefferson County, executed by Sc.-ens:, « H;;s+,- t.,i,:::: 17
fav,'r ol'Guff.oil Co
P arm t
r-
COMMENCING at a Gulf monument found for the southwest corner of a 0.034 acre tracts
• described in Volume 219, Page 76, of the Deed Records,Jefferson County,Texas;
THENCE SOUTH 08° 09'50" WEST for a distance of 6952.43 feet to a point for corner attic
intersection of the Intracoastal Waterway Northerly Right-of-Way line as recorded in Volum
330, Page 136.Deed Records, Jefferson County,and the Southwesterly Right-of-Wray line ref
State Highway 87 for the POINT OF BEGINNING of the tract herein described;
THENCE SOUTH 72°57'13" WEST, along and with the said Intracoastal Waterway Northerly
Right-of-Way line and the most Southerly line of the said TRACT 7 and the tract herein
described,for a distance of 403,26 feet to a 5/8 inch iron rod titith cap stamped"WORTECH"for
the Southeast corner of that certain called 394.130 acre tract or parcel of land as described lea
CORRECTION SPECIAL WARRANTY DEED dated October 16,2003,front THE PREMCOR
REFINING GROUP,INC., a Delaware Corporation,to JEFFERSON COUNTY WATERWAY
AND NAVIGATION DISTRICT,recorded in Clerk's File No.2004007419,Oflicial Public"
Records of Jefferson County,Texas,and also being the most Southerly corner ofthe tract herein
described;
THENCE in a.Northerly direction along the common line between the said 394.130 acre tract
end the tract herein described the following courses and distances;
NORTH 17°39'43" WEST for a distance of 177.07 feet to a 5/8 inch iroarod with cap
stamped"WORTECH";
NORTH 18°32'58"EAST for a distance of 5.01 feet to a 5/8 inch iron rod with cap
stamped"WORTECH";
NORTH 20°05'35"WEST for a distance of 254.20 feet to a 5/8 inch iron rod with cap
stamped"WORTECH";
NORTH 34°50'59" WEST for a distance of 130.12 feet to a 518 inch iron rod with cap
stamped''WORT£CH":
NORTH 50°56'l4" WEST for a distance of 74'7 feet to a 5!8 inch iron rod with cap
stamped"N‘`ORTECH";
NORTH 47°03'54" WEST for a distance of 232,14 feet to a 3:8 inch iron rod with cap
stamped"WORTECH";
NORTH 36°05'34." WEST for a distance of 214.38 feet to a 5.'S inch iron rod v,ith cap
stamped "WORTECH";
NORTH 30°33'50" \VEST for a distance of 166.22 feet to a 5'S inch iron rod with cap
stamped `'WORTECH'';
NORTH 43°35'49"'WEST for a distance of 54.3?feet to a 5.'S inlet;tern cad with cap
stamped "WURTECI-1'':
NORTH 70'48'48" WEST fore distance of 3:.36 feet to;13'8 inch iron rod with c:,
stamped"WORTECH";
NORTH 82°50'30" WEST for a distance of 405.09 neer rc•a 5'8 i^.oil i:on rad .:i:i:
stamped"WORTECH";
SOUTH 35°03'52" WEST for a die an';e of 150.25 feet :?..5 S i nC_
.tamped"WORTECH";
NORTH 53°48'09"WEST for a distance of 58.59 feet to a 5/8 inch iron rod with cap
stamped"WORTECH'
NORTH 01°45'02" WEST fora distance of 229.95 feet lo a 5/8 inch iron rod with up
stamped"WORTECH";
NORTH 19°04'04"EAST fora distance of 192.07 feet to a 5/8 inch iron rod with rap
stamped"WORTECH";
NORTH 00°40'l 7"EAST for a distance of 244.39 feet to a 5/8 inch iron rod with up
stamped"WORTECH";
NORTH 05°15'49" EAST for a distance of 554,53 feet to a 5/8 inch iron rod with cap
stamped"WORTECH";
NORTH 11°25'41" WEST for a distance of 206.61 feet to a 5•1 inch iron rod with up
stamped"WORTECH";
NORTH 104'53'54"'A'EST for a distance of 259.58 feet to a 5/8 inch iron rod with cap
stamped"WORTECH";
NORTH 47°45'37"WEST for a distance of 72.05 feet to a 5/8 inch iron rod with cap -
stamped"WORTECH";
NORTH 38°3396" WEST for a distance of 220.02 feet to a 5/8 inch iron rod with up
stamped"W ORTECH";
NORTH 37°09'52"WEST for a distance of 35.78 feet to a 5/8 inch iron rod with cap
stamped"WO RTECH";
NORTH 87°13'32"WEST for a distance of 87.99 feet to a 5/8 inch iron rod with cap
stamped"WORTECH";
THENCE SOUTH 74°24'03"WEST,along the common line between the said 394.130 acre
tract and the said tract herein described, for a distance of 388.44 feet to a 5/8 inch iron rod;
THENCE SOUTH 04`46'06"EAST, along the common line between the said 394.130 acretract
and the said tract herein described,for a distance of 80.14 feet to a 5/8 inch iron rod;
THENCE in a South\ este:1 y direction along the common line between the said 394,130 a:a
tract and the said tract herein described the following courses and distances;
SOUTH 03'11'59"WEST for a distance of 30.03 feet to a 5/8 inch iron rad;
SOUTH 30°03'18" WEST for a distance of 39.95 feet to a 5.'8 inch iron rod;
SOUTH 46°45'41" WEST for a distance of 39.89 feet to a 5/8 inch iron rod:
SOUTH 58"3727" WEST for a distance of 80.01 feet to a 5/3 inch iron rod:
SOUTH 63'09'03" WEST for a distance of 89.86 feet to a 5:8 inch iron rod;
SOUTH 71'20'22" WEST for a distance of 109.19 feet to a 5!8 inch ire:;rod:
SOUTH 76'54'14" WEST for a distance of 70.88 feet to a 5/8 inch iron r'd;
SOUTH 86°43'18" WEST for a distance of 50.37 feet to a 3'8 inch iron rod:
•
THENCE in a Northwesterly direction along the common tint between the said 394.i3'.°
tract and the said tract herein described the following courses and distances:
NORTH 87°22'50" WEST for a distance of 70.19 feet to 3 5:3 ince i;,n-gid:
NORTH fi2)13'5'1" WEST fora distance of 6,67 feet til a 5.ti inch Ir],:
NORTH 51'11'11" \VEST for a distance of 177.63 feel t;,3 : � i.^.;,. .. .
Pa3e 3 ,t-
NORTH 08°06'45" WEST for a distance of 216.03 feet to a 5/8 inch iron rod;
•NORTH 56°26'11" WEST for a distance of 55.94 feet to a 5/8 inchiron rod;
NORTH 54°06'47" WEST for a distance of 21.19 feet to a 5/8 inch iron rod;
NORTH 07°56'27" WEST for a distance of 24.73 feet to a 5/8 inch iron rod;
NORTH 11°50'36" WEST fora distance of 85.24 feet to a 5/8 inch iron rod;
NORTH 10°04'28•' WEST for a distance of 182.57 feet to a 5/8 inch iron rod;
NORTH 08'01'10" WEST for a distance of 313.86 feet to a 5/8 inch iron rod;
NORTH 35°21'41" WEST for a distance of 61.65 feet to a 5/8 inch iron rod;
NORTH 49'44'36" WEST for a distance of 90.83 feet to a 518 inch iron rod;
NORTH 1700721" WEST for a distance of48.40 feet to a 5/8 inch iron rod;
NORTH 54041'54" WEST for a distance of 62.16 feet to a 3/8 inch iron rod;
THENCE in a Southwesterly direction along the common line between the said 394.130 acre
tract and the said tract herein described the following courses and distances;
SOUTH 76°01'58"WEST for a distance of 103.86 feet to a 5/8 inch iron rod; . • •
SOUTH 54°54'20" WEST for a distance of 121.59 feet to a 5/8 inch iron rod;
SOUTH 77°50'38" WEST for a distance of 51.01 feet to a 5/8 inch iron rod;
NORTH 89°42'04"WEST for a distance of 274.48 feet to a 5/8 inch iron rod;
NORTH 88°44'59"WEST for a distance of 300.25 feet to a 5/8 inch iron rod;
NORTH 89038101"WEST for a distance of 254.18 feet to a 5/8 inch iron rod;
SOUTH 78°59'08" WEST for a distance of 179.32 feet to a 5/8 inch iron rod;
SOUTH 7g0t4l29TM WEST for a distance of 549.57 feet to a 518 inch iron rod with cap
stamped"W ORTECH';
SOUTH 37'56'28" 'VEST for a distance of 206.57 feet to a 5/8 inch iron rod with cat
stamped"WORTECH";
SOUTH 02°l0'39"WEST for a distance of 99.85 feet to a 5/8 inch iron rod with CO
stamped"WORTEC1-11';
SOUTH 18°54'55"EAST for a distance of 239.18 feet to a 5/8 inch iron rod with cap
stamped"WORTECH'
SOUTH 12009'331' WEST for a distance of 527,03 feet to a 5,8 inch iron;od with rap
stamped''WORTECH
SOUTH 05°4(Y11" WEST for a distance of 196.89 feet to a 5/8 inch iron rod with car
stamped"WORTECH
SOUTH 13°33'14" WEST fora distance of 1004.20 feet to a 578 inch iron rod w'i thcap
stamped•`WORTECH"located in a westerly line of the said TRACT 7 and also bel n,i r.
the Westerly line of the said Tract 2:
THENCE NORTH 01°41'46" EAST,along the said Westerly litre of the said TRAC T 7.r'..sa:
Tract 2 and the tract herein described,for a distance of 496.50 feet co a Geif,,: cr„•trent fee
omer;
THENCE NORTH 88' 06.49' WEST, along and , ttth a Southerly line of said TRACT 7. i the
said tract herein described.a distance of 2(69.10 fee:.to a point for corner;n tile Soat.hea;::ri;
lin:of th.e Jeffe.rson Co:mtl ria;naiit. 171str1 . Ne. '•(a!,', C)tttfei Curi'.'_. .i.•,;;L';: alt..•
Southwesterl> corner of that certain Tract 3 ot•said 112.S3ti ecrer:
Pac '•^.r -
THENCE NORTH 09°09'08"EAST,along and with the West line of said Tract 3, the said
TRACT 7 and the said tract herein described,a distance of 3349.42 feet, to a point for cora.
said corner also being in said Southeasterly tine of D.D. 7 Outfall Canal;
THENCE NORTH 10° 41'30" EAST• along and with the Nest line of said TRACT 7 andthe
said tract herein described,a distance of 7819.93 feet,to a point for corner in the Northweste;lt•
line of said Outfall Canal;
THENCE SOUTH 46°43'29" EAST,along and with a Northeasterly line of said TRACT?and
the said tract herein described, a distance of 769.40 feet to a point for cornu.
THENCE in a Northerly direction along and with a Westerly tine of said TRACT 7 and thcsaid
tract herein described the following courses and distances;
NORTH 01°06 04"EAST,a distance of 358:89 feet to a point for corner; '-
NORTH 44° 18'04" EAST,a distance of 543.06 feet to a point for corner;
NORTH 19°44'31"EAST,a distance of 252.95 feet to a point for corner for the most
Southwesterly corner of said 10.0630 acre Tract 2;
THENCE NORTH 18° 06'28" WEST,along and with the Westerly line ofsaid 10.0630 sets
tract and a Westerly line of the said TRACT T and the said tract herein described,a distance of
100.26 feet to a point for corner;
THENCE continuing in a Northerly direction along and with a Westerly line ofsaid TRACT 7
and the said tract herein described the following courses and distances;
NORTH 07°21'41' WEST, a distance of 109.29 feet,to a point for corner;
NORTH 13°26 58" WEST, a distance of 169.19 feet.to a point for corner:
NORTH 06°•35'2.4" WEST, a distance of 120.91 feet,to a point for corner:
NORTH 04° 45'4 7" WEST, a distance of 121.92 feet. to a point for corner:
NORTH 06'20'31" !VEST, a distance of 87.61 feet, to a point for corner;
NORTH 03' 48'09" WEST, a distance of 106.37 feet,to a point for cornet;
NORTH 08° 13'01" WEST, a distance of 99.73 feet, to a point for corner;
NORTH 26°44'50" EAST,a distance of 104.69 feet; to a 5,8 inch iron roil for corns
NORTH 33°24' 15" WEST, a distance of 110.78 feet. to a 2 inch iron pipe for corns:
NORTH 38' 54'28" EAST, a distance of 147.09 feet,to a point for corner;
NORTH 51° 05' 31" WEST, a distance of 568.96 feet,to a point for corner;
NORTH 38° 54'28 " East,a distance of 100.00 feet, to a point for comer ir. the Sabha{.•
Right-of-Way Linz of the Southern Pacific Railroad (based on a l 00foot Right-ot•\.a;,'
and the most Northerly corner of the said TRACT 7 and the said tract h ein
THENCE SOUTH 51'05' 31" EAST. along and with said Southerly Right-of-Was= line a•tsthe
Northerly line of said TRACT 7 and the said tract [mein described. a d i5tacce 01-2,2,5 I.4S f .. • :
� e b:;'?:r.aing of r3 l J;'s,•e aaaaap,: to the Si.'t th kest. no;3 t diit. o 8•1 .3^t::i. -arta' a :2?.'...
rage
angle of 40° 40'25"and being subtended by a chord which bears South 30°45 19" East 1282.67
feet,to a point for corner;
THENCE Southeasterly and Southerly along said curve in said Southerly Right-of-way and the
Northerly line of said TRACT 7 and the said tract herein described, a distance of 1310.00 feel to
a point for corner;
THENCE SOUTH 10° 25'06"EAST, continuing along said Southerly Right-of-way and the
Northerly line of said TRACT 7 and the said tract herein described,a distance o€l 496.20 feet,to
a point for corner in the Westerly line of a Road Easement from the State of Texas to Gulf Oil.
Co.as recorded in Volume 1436 Page 97,Deed Records,Jefferson County,Texas.
THENCE SOUTH 28° 03'49"WEST,along the Easterly line of the said TRACT 7 and the said
tract herein described,a distance of 66.07 feet to a point for corner;
THENCE SOUTH 15°39'21"WEST,along the Easterly line of the said TRACT 7 and tits said
tract herein described,a distance of 37.20 feet, to a point for corner;
THENCE SOUTH 29°49'24" WEST,along the Easterly line of the said TRACT 7 and the said
tntct herein described,a distance of 100.86 feet to a point for corner in the Westerly line of State
Highway 87 for the beginning of a curve tangent to said line;
THENCE Southwesterly and Southerly,along said Westerly line of State Highway 87 and the
Easterly line of the said TRACT 7 and the said tract herein described, a distance of 248.10 Feet to
a point for corner along the curve concave to the east,having a radius of 354.34 feet. and a
central angle of 40°07'00";
THENCE along the said Westerly line of State Highway 87 and the Easterly line of the said
TRACT 7 and the said tract herein described, the following courses and distances;
SOUTH 17'36" EAST tangent to said curve,a distance of 147.00 feet, to an iron rod
for corner;
SOUTH OP 27'08" EAST, a distance of 333.63 feet,to a Texas Deparmetrt of
Transportation Highway Monument for comer;
SOUTH 12°42'33"EAST, a distance of 548,43 feet. to a point for corner;
SOUTH 10°25'06'EAST, a distance of-1577.81 feet,to all iron rod for beginranstf
curve tangent to said line:
THENCE Southerly along the said Westerly line of State Hizl-iv.a; S7 and the Easterly lime'
the said TRACT 7 and the said tract herein, escribed.a distance of 766.64 feet.to a poile.
corner along the curve concave to the east.having a radius of 5779.64 feet.ar;33.c:itr•al ani!";.,:
07°36'00";
THENCE SOUTH 13° t?l''6"EAST. along the ?i' ~Mester'. ';;. ' S:r, .
£aster!}.line of the said TRa,CT7 arid th said t:ac: herein desc-ibz'. tar._e .. .,:J a ..
distance of 161)'..53 feet to a point for cornet:
Page c cr
THENCE SOUTH 17°59'37" EAST,along the said Westerly line of State Highway 87 and the
Easterly line of the said TRACT 7 and the said tract herein described, a distance of 1 803.26feet
to a point for corner;
THENCE SOUTH 17'07'06" EAST,along the said Westerly line of State Highway 87 aadthe
Easterly Iine of the said TRACT 7 and the said tract herein described, a distance of 988.17 feet to
the POINT OF BEGINNING; containing 1161.095'4 Acres,more or less.
;dotes: 1) Bearings Based on Port Arthur Land Co.Subdivision as ;ecordcd in Volume 1.Page
24 of the Map Records.Jefferson County; Texas.
R3-;a 'v{'
MARIE� ir..WELITELA1
A1VD ASSO!0
INVMRiA� (
EX
3N
M °m DIANA RS
December 14, 1994 T.O.ROXff.92
344tntomr,TXZA3 7772e
409130 4421
'EXACT a
chevron U.S.A. , Inc, - Port Arthur Refinery
Jefferson County, Taxaa
Being a 1151.947 acre tract or parcel out of the 7.4 N. O. R.R.
Survey Abstract No.'s 279, 230, 281 and 722 and part of that
certain 1158.210 acre tract as conveyed by correction Deed dated
6..1.5.54 described in Volume 946 Page 461 Deed Records, Jecterson
County, Texas, executed by W. P. H. NcFaddin at aI, in favor of
Gulf Refining Co. ,
C0A4fENCING at Gulf monument found for the southwest corner of a
0.034 acre tract as described in Volume 219, Page 76, of the Deed
Records, Jefferson County, Texas;
THENCE North 88002'57' West for a distance of 7651,85 :Feet to
the POINT Off' BEGINNING of the Tract herein described;
THENCE North 10'41'30" East, along the Easterly line of said
Survey No, 282, a distance of 5713.10 feet , to a point for
cornier;
THENCE North 01'41'34" East, along the Easterly bank of Taylors
Bayou, a distance of 795. 29 feet to a point for corner;
THENCE along and with the meanders of Taylors Bayou the folouing
coarses and distances:
North 65.30'55" West, a distance of 185. 16 feet;
North 65.16'37" Hest, a distance of 214.32 feet;
North 82'52'05* West, a distance of 137.57 fest; •
South 83.24'08" West, a distance of 224.05 feet;
South 83.05'41" West, a distance of 210.13 feet;
South 77'02'2e" Wast, a distance of 208.07 feet;
South 78.30'24" West, a distance of 272.02 feat;
South 85+22'38" West, a distance of 242.25 fest;
South 89.26'42" West, a distance of 242.77 feet;
North 88'05159" West, a distance of 170. 97 feet;
North 83.33143" West, a distance of 201. 28 feat;
Korth 83.24'04" West, a distance of 214.13 feet;
south 89'57'31" West, a distance of 189. 34 feet;
north 85.44'59" West, a distance of 217.24 feet;
forth 88'22'46" West, a distance of 210.22 !set;
South 76.06'10" West, 'a distance of 137. 90 feet;
'RACT 8 Page 1 of
South 67.39'43" West, a distance of 7.43.72 fast;
South 74.17'17" Wait, a distance of 205.93 fast;
South 49'47'10" West, a distance of 429.16 feet;
South 39.13'11" West, a distance of 264.89 feet;
South 43.33'35" West, a distance of 185.93 feet;
North 71.02'32" West, a distance of 39.38 feet;
South 75.08'56+► West, a distanoe of 413.98 feat/
North 73.30'55" Wast, a distance of 311.06 feat;
North 56.19'55" West, a distance of 143.87 feat;
North 49.05'33" Neat, a distance of 248.30 feet;
North 37.15'09" West, a distance of 236.94 feet;
North 77.28'11" Wast, a distance of 181.22 feat;
North 43'56'45* West, a distance of 95.94 feet;
North 72.11'56" West, a distance of 5.16.30 feet;
North 66'49'59" west, a distance of 197.27 feet;
South 34'00'38" West, a distance of 121.65 feet;
South 79.42'42* West, a distance of 175.86 feet;
South 41.59'51* West, a distance of •148.18 feat;
South 38134'02* West, a distance of 364.43 feat;
South 46.36'31" Wast, a distance of 326.13 fast;
South 57.39'3$* West, a distance of 602.21 feet;
South 69.00'56" West, a distance/ of 246.48 fest;
South 84'04'18" West, a distance of 191.78 fest;
North 92.36'35" West, a distance of 373.97 feet;
North 63'04'55" West, a distance of 233.47 feet;
North 48.13'22" What, a 'distance of 227.17 feet;
North 43.23'38" West, a distance of 371.40 feet;
North 52.54'54" West, a distance of B3.31 feet;
South 15.06'33" West, a distance of 196.66 feat;
South 28.05'08* West, a distance of 175.59 feet;
WHENCE South 03 '55'30" West, a distance of 5167.17 feat to a
point for corner;
THENCE South 86'05'57" East, a distance of 8203. 37 feet to the
POINT or BEGINNING. containing 1151. 47 Acres, 2n ore or less.
Notes: 1) Bearings Based on Port Arthur Land Co. Subdivision as
recorded in Volume 1, page 24 of tha Map Records,
Jefferson County, Texas.
7) Drawing included on seperate shoat.
405
. ... tiaEY'
; j 113636 ,
. SUfiNA.
Mark W. Whiteley, R.P.L.S. No. 3536
J:VOCAUTAT7;At14.47
TRACT 8 Page 2 of 2
•
1
/1a,Y4 OV:02 7S+vs aro 4S4a
est+ maisaLc,
UA.R.$W. WHITELS'Y
• AND A.SSOC74TXS
DICORPORtr
atenme.11101,10M
APO
P.O.SOX 3412
December 14, 2994 AINAUMONT,t7t smac
TRACT I
Chevron U,S.A. , Inc. - Port Arthur Refinery
Jefferson County, Texae
Being A 120.517 acre tract or parcel of land situated in the
Texas and New Orleans Railroad Survey, Section 122, Jefferson
County, Texas and being out of a 513.61 acre tract or parcel of
land described in deed from W.P.H. MaFaddin to Gulf Refining
Company, dated June 11, 1924, recorded in Volume 240, Page 620,
Deed Records, ,Jefferson County, Texas, and alto the remainder of
a 57.00 acre tract or parcel of land described indeed from
W.P.N. NePaddin to Gulf Refining Company, dated January 30; 1923 ,
recorded in Volume 223, 'Peg. 256, Deed Records, J.!farson County,
Texas, said 120.517 acre tract being more particularly described
as follows:
COMMTNCING at a Gulf monument found for the Sau'thve t cornerof a
0.034 acre tract as described on Volume 219 Page 74, Deed
Records, Jeffarson County, Texas;
THENCE South 33'30'21" West, a distance of 10, 3 72,13 Eeet to a
point for the POINT OF BEGINNING;
THENCE South 93•19'06" East, a distance of 5595 ,10 feat to a Gu 1 t
monuanent found;
THENCE North 01.•28'44" East, a distance of 31. 96 feet to a point.
for corner;
THENC$ North 01'42/37" East, a distance of 1656 .50 feet to a
point for corner;
THENCE North 86'43, 181' West, a distance of 570 . 31 faat to a point
for corner;
THENCE South 72 '57'.22" West, a distance of 100 , 0e feat to a paint
for corner;
TRACT 9 Pagel of 2
♦'.V. r• V..VI/ V i.,
AJC LV 7V
THENCE South 72057'02" West, a distance of 5207 .42 teat to the
POINT OF BEGINNING and containing 120.517 acres, nore or lass.
Notes; 1) Bearings Based on Port Arthur Land co. Subdivision as
recorded in Vo1una 1, Page 74 of the Map Records,
Jefttraon County, Texas.
2) Drawing included on separate sheet.
I .. y f,� .
�� .C►.�I,II�I-
Mark W. Whiteley, R.P.L.S. No. 3636 � �'"�'i R 'p�`
vim'.✓
r\VR40\DAYMMFLTD.M41
•
•
TRACT 9 Page 2 of 2
MARX W. RmTBLSY
AND ASSOCIATES
CONSI11CORPORATED
P.O.sow:Yon An 11.41,44R-1
BOX sae
Bagman 22X4S nrts
409/19:4421
December 14, 1994
TRACT 20
Chevron U.S.A. , Inc. - Port Arthur Refinery
Jefferson County, Texas
Being a 0.7d3. acre traOt or parcel of land situated in the B.C.
Arthur Survey, Abstract No.61 and also out of Blocks Two, .Three,
and ?our (2,3, 4a) in Ranges P and Q of the lands of the Port
Arthur Land Company, Jefferson County, Texas and being described
in deed from Port Arthur Land Company to Gulf Refining Company
dated November it, 1913 recorded in Volume 140, page 316, Deed
Records, Jefferson County, Texas, said 0.761 acre tract being
more particularly described As follows:
COMHEHCXNc at Cuff monument found for the southwest corner of a
0.434 acre tract as described in Volume 219, Page 76, of the Deed
Records, Jefferson County, Texas;
THENCE North 12.59'34" West, a distance of 6659 .46 feet to a
point for the POINT OP BEGINNING of the herein described tract;
THENCE North 37`14 '24" East, a distance of 2284 . 66 feet to a
point for corner;
THENCE South 29.38'43" Waist, a distance of 75. 66 Leet to a point
for corner;
THENCE South 37.14'23" West, a distance of 350.00 fast to a point:
for corner;
THENCE South 31.24'47." West, ai distance of 241. 05 feet to a point
for corner/
THENCE South 3B•17'23" West, a distance of 1659 .94 feat to th�
POINT OP SECINTfiNG and containing 0.761 Acres, a:c,_a or, losi
TRACT 10 Page 1 of 2
Act,r• OF:01
uavr byY 131e
MR yt111ti1..41 .o.
`1Y v(
Note: 1) Bearings based on Port Arthur Land Co. Subdivision as
recorded in Volum* 1, Page 24 of the Map Records,
Jefferson County, Texas.
2) Drawing Included on separate sheet.
VCL)4.
ar
r
Mark W. Whiteley, ty t••�
R.l�.Z+.S. No. 3:14."`- '�' ••ot>:4K uP
I n+NO,
1t1+POWATA\TAACTI0.NLV
TRACT 14 .Page 2 of 2
•
MARS W. W11IT1iAZ
AND ASSOCIA?RS
INCORPORATSD
SVXI R .WD SRR
AO.Bar Sal
MttrstONg=As mer
December 14, 1994 409452442J
TRACT 11
Chevron U.S.A. , Inc. - Port Arthur Refinery
Jefferson County, Texas
Being a 4.123 acre tract or parcel of land situated in the ?Rias
and New Orisme Railroad Company Survey 121, Patent #433, Volume
13, Jefferson County, Texas and described in deed from Texas and
New Orleans Railroad Company to Gulf Oil Corporation, dated
November 19, 1940, recorded in Volume 497, Page 72, Deed Records ,
Jefferson County, rsxad, 'aid 4.123 acre tract being more
particularly described as follows:
CoNXENCXNG at Gulf
for the southwest
0.034acre tract as describedoindcorner
Volume 219, Pa�.ga76, of thaoDeed
Records, ,7sffereon County, Texas
THENCE North 56.42'06" West, a distance of 7792.78 Leet to
point for the PoXNT OF' BEGINNING of the herein described tract;
THENCE North 714'40/55" West, a distance at 72 . 59 feet to a point
for corner;
•
THENCE North 85.42' 30" West, a distance of 94. 7,8 feet to a point.
for corner;
THENCE South 11.09'03" East, a distance of 1558.2C feat to a
point for corner;
THENCE North 04423'03" East, a distance of 110.72 blot tO d poin t
for corner;
THENCE North 10,25'. ." West, a distance of 204 ,78 tent to a point
for Coiner;
TsiENCE North 21°0749" Cast, a distc2 of 3.0f .5: fast tc a point
for corner;
TRACT 11. Page 1. of 2
THENCE North 1C°25'07n West, a distance of 903 . 6s fest to the
POINT of $!GINNING and containing 4.123 Acrss, more or less.
Notes: 1) Bearings Based on Port Arthur Land Co. Subdivision as
recorded in Volume I, Page 24 of the Map Records,
Jefferson County, Texas.
2 ) Drawing included on separate sheet.
kill A
*tç
Hark W. Whiteley, R.P.L.B. No. 3636
FS W4o1DATAITaACT11JUN
TRACT 11 Page 2 of
EXHIBIT "H"
LEGAL DESCRIPTION
of
TOTAL Petrochemicals USA, Inc. and TOTAL PAR, LLC
(Resolution No. 13-625)
13
TRACT I
1,227±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. 125
JEFFERSON 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 1/2" 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 %2"steel pipe found for corner;
THENCE,North 85 deg., 48 min., 13 sec., East, a distance of 698.13' passing a '/2" 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 '/z" 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 '/2" 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 %z" 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 1/4" 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'A"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 1/2" 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 %z" 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 1/2" 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 1/2" 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 '/z" 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 '''A" 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 ''/2" 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 %2" 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 '/2" 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 %2" 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'A"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 '/2" 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 %z" 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 'A" 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%2"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 II
13.20 ACRES OF LAND
PART OF BLOCKS 4 & 5,RANGE "A"
PORT ARTHUR LAND COMPANY SUBDIVISION
JEFFERSON 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 Arthur
LS-16-0833-A
EXHIBIT "I"
CITY LIMIT AND ETJ MAP OF PORT ARTHUR
14
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EXHIBIT "J"
SERVICE PLANS
15
2016 ANNEXATION PROGRAM
CITY OF PORT ARTHUR, TEXAS
SERVICE PLAN FOR R:kSF TOTAL PETROCIIENIICALS LLC BTP
Upon annexation of the area identified above the City of Port Arthur will provide City services utilizing methods
by which it extends services to any other equivalent area of the City.
SERVICES PROVIDED BY THE EFFECTIVE DATE OF ANNEXATION
1. Police Protection
The City of Port Arthur, Texas and its Police Department will provide police protection to the newly
annexed area at the same or similar level of service now being provided to other areas of the City with
like topography, land use and population density as those found within the newly annexed area. The
Police Department will have the responsibility to respond to all dispatched calls for service or assistance
within the newly annexed area.
2. Fire Protection and Emergency Medical Services
The City of Port Arthur,Texas and its Fire Department will provide fire protection to the newly annexed
area at the same or similar level of service now being provided to other areas of the City, with like
topography,land use and population density as those found within the newly annexed area.
The City of Port Arthur,Texas will provide EMS services to the newly annexed area at the same or similar
level of service now being provided to other areas of the City, with like topography, land use and
population density as those found within the newly annexed area.
3. Maintenance of Water and Wastewater Facilities
If the annexed area is within the water and wastewater service area of the City of Port Arthur then any
water/wastewater facilities owned or maintained by the City of Port Arthur at the time of the proposed
annexation shall continue to be maintained by Port Arthur.All water/wastewater facilities which may be
acquired subsequent to the annexation of the proposed area shall be maintained by the City of Port Arthur.
The presently existing water/wastewater mains at existing locations shall be available for the point of use
extension based upon the City of Port Arthur standard extension policies now existing or as may be
amended. On-site sewerage systems may be maintained in accordance with the City of Port Arthur
Ordinances and regulations.
4. Solid Waste Collection
Solid waste collection will be provided in the newly annexed area at the same or similar level of service
now being provided to other areas of the City with like topography, land use and density as those found
within the newly annexed area. The City may negotiate with to allow continued services with an existing
solid waste management provider. After the second anniversary of the annexation date, the City will
impose fees and provide the service unless otherwise agreed to.
5. Maintenance of Roads and Streets
Any and all public roads,streets or alleyways shall be maintained to the same degree and extent that other
public roads,streets,and alleyways are maintained in areas of the City with like topography,land use and
density as those found within the newly annexed area. Private roads will remain under the ownership of
the current private entity and as such maintained by the private entity.
Page 1
6. Maintenance of Parks, Playgrounds, and Swimming Pools
The City of Port Arthur,Texas is not aware of the existence of any publicly owned parks,playgrounds or
swimming pools now located in the proposed area of annexation. In the event any such parks,
playgrounds, or swimming pools do exist and are public facilities,the City will maintain such area and
facilities to the extent and degree and to the same or similar level of service now being provided to other
such areas and facilities within the corporate limits of the City with like topography,land use and density
as those found within the newly annexed area. Private facilities will remain under private ownership.
7. Maintenance of any Publicly owned Facility, Building or Municipal Service
The City of Port Arthur, Texas is not aware of the existence of any publicly owned facility,building, or
other municipal service now located in the proposed area of annexation. In the event any publicly owned
facility, building, or other municipal service does exist and are public facilities, the City will maintain
such area and facilities to the extent and degree and to the same or similar level of service now being
provided to other such area and facilities within the corporate limits of the City with like topography,land
use and density as those found within the newly annexed area.
8. Other Services
The City of Port Arthur, Texas finds and determines that such services as planning, code enforcement,
animal control,library,parks and recreation,court and general administration will be made available after
the effective date of annexation at the same or similar level of service now being provided to other areas
of the City with similar topography,land use and density as those found within the newly annexed area.
CONSTRUCTION OF ANY CAPITAL IMPROVEMENTS TO BE COMPLETED WITHIN 2'A YEARS
1. Police and Fire Protection and Solid Waste Collection
The City of Port Arthur, Texas, finds and determines that it is not necessary to acquire or construct any
capital improvements within 2 1/2 years of the effective date of the annexation of the particular annexed
area for the purpose of providing police protection, fire protection, emergency medical services or solid
waste collection. The City finds and determines that it has at the present time adequate facilities and other
resources to provide the same type, kind and level of service and protection which is presently being
administered to other areas already incorporated in the City of Port Arthur,Texas with like topography,
land use and population density as those found within the newly annexed area.
2. Water/Wastewater Facilities
The City of Port Arthur, Texas, fmds and determines it is not necessary for the City of Port Arthur to
acquire or construct any capital improvements within 2 1/2 years of the effective date of the annexation of
the particular annexed area being annexed.
3. Roads and Streets
The City of Port Arthur,Texas,finds and determines it is not necessary to acquire or construct any capital
improvements within 2 1/2 years of the effective date of the annexation of the particular annexed area.
4. Maintenance of Parks, Playgrounds,and Swimming Pools and Any Other Publicly Owned
Facility, Building, or Service
The City of Port Arthur,Texas,fmds and determines it is not necessary to acquire or construct any capital
improvements within 2 1/2 years of the effective date of the annexation of the particular annexed area for
the purpose of parks maintenance, playgrounds, swimming pools and other publicly owned facility,
building or service.
Page 2
SPECIFIC FINDINGS
The City of Port Arthur, Texas, fmds and determines that this proposed service plan will not provide any fewer
services and will not provide a lower level of service in the area being considered for annexation that were in
existence in the proposed area at the time immediately preceding the annexation process. Given the proposed
annexation area's topography,land utilization and population density,the service levels to be provided in the newly
annexed area will be equivalent to those provided to other areas of the City with similar characteristics.
TERMS
This plan shall be valid for a term of ten(10)years. Renewal of the Service Plan is at the discretion of the City of
Port Arthur.
LEVEL OF SERVICE
Nothing in this plan shall require the City to provide a uniform level of full municipal services to each area of the
City, including the annexed area, if different characteristics of topography, land use, and population density are
considered a sufficient basis for providing different levels of service.
AMENDMENTS
The plan shall not be amended unless public hearings are held in accordance with Chapter 43 of the Texas Local
Government Code.
Page 3
2016 ANNEXATION PROGRAM
CITY OF PORT ARTHUR, TEXAS
SERVICE PLAN FOR BASF CORPORATION
Upon annexation of the area identified above the City of Port Arthur will provide City services utilizing methods
by which it extends services to any other equivalent area of the City.
SERVICES PROVIDED BY THE EFFECTIVE DATE OF ANNEXATION
1. Police Protection
The City of Port Arthur, Texas and its Police Department will provide police protection to the newly
annexed area at the same or similar level of service now being provided to other areas of the City with
like topography, land use and population density as those found within the newly annexed area. The
Police Department will have the responsibility to respond to all dispatched calls for service or assistance
within the newly annexed area.
2. Fire Protection and Emergency Medical Services
The City of Port Arthur,Texas and its Fire Department will provide fire protection to the newly annexed
area at the same or similar level of service now being provided to other areas of the City, with like
topography,land use and population density as those found within the newly annexed area.
The City of Port Arthur,Texas will provide EMS services to the newly annexed area at the same or similar
level of service now being provided to other areas of the City, with like topography, land use and
population density as those found within the newly annexed area.
3. Maintenance of Water and Wastewater Facilities
If the annexed area is within the water and wastewater service area of the City of Port Arthur then any
water/wastewater facilities owned or maintained by the City of Port Arthur at the time of the proposed
annexation shall continue to be maintained by Port Arthur.All water/wastewater facilities which may be
acquired subsequent to the annexation of the proposed area shall be maintained by the City of Port Arthur.
The presently existing water/wastewater mains at existing locations shall be available for the point of use
extension based upon the City of Port Arthur standard extension policies now existing or as may be
amended. On-site sewerage systems may be maintained in accordance with the City of Port Arthur
Ordinances and regulations.
4. Solid Waste Collection
Solid waste collection will be provided in the newly annexed area at the same or similar level of service
now being provided to other areas of the City with like topography, land use and density as those found
within the newly annexed area. The City may negotiate with to allow continued services with an existing
solid waste management provider. After the second anniversary of the annexation date, the City will
impose fees and provide the service unless otherwise agreed to.
5. Maintenance of Roads and Streets
Any and all public roads,streets or alleyways shall be maintained to the same degree and extent that other
public roads,streets,and alleyways are maintained in areas of the City with like topography,land use and
density as those found within the newly annexed area. Private roads will remain under the ownership of
the current private entity and as such maintained by the private entity.
Page 1
6. Maintenance of Parks, Playgrounds, and Swimming Pools
The City of Port Arthur,Texas is not aware of the existence of any publicly owned parks,playgrounds or
swimming pools now located in the proposed area of annexation. In the event any such parks,
playgrounds, or swimming pools do exist and are public facilities,the City will maintain such area and
facilities to the extent and degree and to the same or similar level of service now being provided to other
such areas and facilities within the corporate limits of the City with like topography,land use and density
as those found within the newly annexed area. Private facilities will remain under private ownership.
7. Maintenance of any Publicly owned Facility, Building or Municipal Service
The City of Port Arthur,Texas is not aware of the existence of any publicly owned facility,building,or
other municipal service now located in the proposed area of annexation. In the event any publicly owned
facility, building, or other municipal service does exist and are public facilities, the City will maintain
such area and facilities to the extent and degree and to the same or similar level of service now being
provided to other such area and facilities within the corporate limits of the City with like topography,land
use and density as those found within the newly annexed area.
8. Other Services
The City of Port Arthur, Texas fmds and determines that such services as planning, code enforcement,
animal control,library,parks and recreation,court and general administration will be made available after
the effective date of annexation at the same or similar level of service now being provided to other areas
of the City with similar topography,land use and density as those found within the newly annexed area.
CONSTRUCTION OF ANY CAPITAL IMPROVEMENTS TO BE COMPLETED WITHIN 2'/2 YEARS
1. Police and Fire Protection and Solid Waste Collection
The City of Port Arthur, Texas, fmds and determines that it is not necessary to acquire or construct any
capital improvements within 2 '/2 years of the effective date of the annexation of the particular annexed
area for the purpose of providing police protection, fire protection, emergency medical services or solid
waste collection. The City finds and determines that it has at the present time adequate facilities and other
resources to provide the same type, kind and level of service and protection which is presently being
administered to other areas already incorporated in the City of Port Arthur, Texas with like topography,
land use and population density as those found within the newly annexed area.
2. Water/Wastewater Facilities
The City of Port Arthur, Texas, finds and determines it is not necessary for the City of Port Arthur to
acquire or construct any capital improvements within 2 '/2 years of the effective date of the annexation of
the particular annexed area being annexed.
3. Roads and Streets
The City of Port Arthur,Texas,finds and determines it is not necessary to acquire or construct any capital
improvements within 2 '/2 years of the effective date of the annexation of the particular annexed area.
4. Maintenance of Parks, Playgrounds,and Swimming Pools and Any Other Publicly Owned
Facility, Building, or Service
The City of Port Arthur,Texas,fmds and determines it is not necessary to acquire or construct any capital
improvements within 2 '/2 years of the effective date of the annexation of the particular annexed area for
the purpose of parks maintenance, playgrounds, swimming pools and other publicly owned facility,
building or service.
Page 2
SPECIFIC FINDINGS
The City of Port Arthur, Texas, finds and determines that this proposed service plan will not provide any fewer
services and will not provide a lower level of service in the area being considered for annexation that were in
existence in the proposed area at the time immediately preceding the annexation process. Given the proposed
annexation area's topography,land utilization and population density,the service levels to be provided in the newly
annexed area will be equivalent to those provided to other areas of the City with similar characteristics.
TERMS
This plan shall be valid for a term of ten(10)years. Renewal of the Service Plan is at the discretion of the City of
Port Arthur.
LEVEL OF SERVICE
Nothing in this plan shall require the City to provide a uniform level of full municipal services to each area of the
City, including the annexed area, if different characteristics of topography, land use, and population density are
considered a sufficient basis for providing different levels of service.
AMENDMENTS
The plan shall not be amended unless public hearings are held in accordance with Chapter 43 of the Texas Local
Government Code.
Page 3
2016 ANNEXATION PROGRAM
CITY OF PORT ARTHUR, TEXAS
SERVICE PLAN FOR CHEVRON PHILLIPS CHEMICAL COMPANY
Upon annexation of the area identified above the City of Port Arthur will provide City services utilizing methods
by which it extends services to any other equivalent area of the City.
SERVICES PROVIDED BY THE EFFECTIVE DATE OF ANNEXATION
1. Police Protection
The City of Port Arthur, Texas and its Police Department will provide police protection to the newly
annexed area at the same or similar level of service now being provided to other areas of the City with
like topography, land use and population density as those found within the newly annexed area. The
Police Department will have the responsibility to respond to all dispatched calls for service or assistance
within the newly annexed area.
2. Fire Protection and Emergency Medical Services
The City of Port Arthur, Texas and its Fire Department will provide fire protection to the newly annexed
area at the same or similar level of service now being provided to other areas of the City, with like
topography,land use and population density as those found within the newly annexed area.
The City of Port Arthur,Texas will provide EMS services to the newly annexed area at the same or similar
level of service now being provided to other areas of the City, with like topography, land use and
population density as those found within the newly annexed area.
3. Maintenance of Water and Wastewater Facilities
If the annexed area is within the water and wastewater service area of the City of Port Arthur then any
water/wastewater facilities owned or maintained by the City of Port Arthur at the time of the proposed
annexation shall continue to be maintained by Port Arthur.All water/wastewater facilities which may be
acquired subsequent to the annexation of the proposed area shall be maintained by the City of Port Arthur.
The presently existing water/wastewater mains at existing locations shall be available for the point of use
extension based upon the City of Port Arthur standard extension policies now existing or as may be
amended. On-site sewerage systems may be maintained in accordance with the City of Port Arthur
Ordinances and regulations.
4. Solid Waste Collection
Solid waste collection will be provided in the newly annexed area at the same or similar level of service
now being provided to other areas of the City with like topography,land use and density as those found
within the newly annexed area. The City may negotiate with to allow continued services with an existing
solid waste management provider. After the second anniversary of the annexation date, the City will
impose fees and provide the service unless otherwise agreed to.
5. Maintenance of Roads and Streets
Any and all public roads,streets or alleyways shall be maintained to the same degree and extent that other
public roads,streets,and alleyways are maintained in areas of the City with like topography,land use and
density as those found within the newly annexed area. Private roads will remain under the ownership of
the current private entity and as such maintained by the private entity.
Page 1
6. Maintenance of Parks, Playgrounds, and Swimming Pools
The City of Port Arthur,Texas is not aware of the existence of any publicly owned parks,playgrounds or
swimming pools now located in the proposed area of annexation. In the event any such parks,
playgrounds, or swimming pools do exist and are public facilities,the City will maintain such area and
facilities to the extent and degree and to the same or similar level of service now being provided to other
such areas and facilities within the corporate limits of the City with like topography,land use and density
as those found within the newly annexed area. Private facilities will remain under private ownership.
7. Maintenance of any Publicly owned Facility, Building or Municipal Service
The City of Port Arthur,Texas is not aware of the existence of any publicly owned facility,building,or
other municipal service now located in the proposed area of annexation. In the event any publicly owned
facility, building, or other municipal service does exist and are public facilities, the City will maintain
such area and facilities to the extent and degree and to the same or similar level of service now being
provided to other such area and facilities within the corporate limits of the City with like topography,land
use and density as those found within the newly annexed area.
8. Other Services
The City of Port Arthur, Texas fmds and determines that such services as planning, code enforcement,
animal control,library,parks and recreation,court and general administration will be made available after
the effective date of annexation at the same or similar level of service now being provided to other areas
of the City with similar topography,land use and density as those found within the newly annexed area.
CONSTRUCTION OF ANY CAPITAL IMPROVEMENTS TO BE COMPLETED WITHIN 2'/z YEARS
1. Police and Fire Protection and Solid Waste Collection
The City of Port Arthur, Texas, finds and determines that it is not necessary to acquire or construct any
capital improvements within 2 '/z years of the effective date of the annexation of the particular annexed
area for the purpose of providing police protection, fire protection,emergency medical services or solid
waste collection. The City fmds and determines that it has at the present time adequate facilities and other
resources to provide the same type, kind and level of service and protection which is presently being
administered to other areas already incorporated in the City of Port Arthur,Texas with like topography,
land use and population density as those found within the newly annexed area.
2. Water/Wastewater Facilities
The City of Port Arthur, Texas, finds and determines it is not necessary for the City of Port Arthur to
acquire or construct any capital improvements within 2 1/2 years of the effective date of the annexation of
the particular annexed area being annexed.
3. Roads and Streets
The City of Port Arthur,Texas,finds and determines it is not necessary to acquire or construct any capital
improvements within 2 '/z years of the effective date of the annexation of the particular annexed area.
4. Maintenance of Parks,Playgrounds,and Swimming Pools and Any Other Publicly Owned
Facility, Building, or Service
The City of Port Arthur,Texas,finds and determines it is not necessary to acquire or construct any capital
improvements within 2 '/z years of the effective date of the annexation of the particular annexed area for
the purpose of parks maintenance, playgrounds, swimming pools and other publicly owned facility,
building or service.
Page 2
SPECIFIC FINDINGS
The City of Port Arthur, Texas, finds and determines that this proposed service plan will not provide any fewer
services and will not provide a lower level of service in the area being considered for annexation that were in
existence in the proposed area at the time immediately preceding the annexation process. Given the proposed
annexation area's topography,land utilization and population density,the service levels to be provided in the newly
annexed area will be equivalent to those provided to other areas of the City with similar characteristics.
TERMS
This plan shall be valid for a term of ten(10)years. Renewal of the Service Plan is at the discretion of the City of
Port Arthur.
LEVEL OF SERVICE
Nothing in this plan shall require the City to provide a uniform level of full municipal services to each area of the
City, including the annexed area, if different characteristics of topography, land use, and population density are
considered a sufficient basis for providing different levels of service.
AMENDMENTS
The plan shall not be amended unless public hearings are held in accordance with Chapter 43 of the Texas Local
Government Code.
Page 3
2016 ANNEXATION PROGRAM
CITY OF PORT ARTHUR, TEXAS
SERVICE PLAN FOR CHEVRON USA, INC.
Upon annexation of the area identified above the City of Port Arthur will provide City services utilizing methods
by which it extends services to any other equivalent area of the City.
SERVICES PROVIDED BY THE EFFECTIVE DATE OF ANNEXATION
1. Police Protection
The City of Port Arthur, Texas and its Police Department will provide police protection to the newly
annexed area at the same or similar level of service now being provided to other areas of the City with
like topography, land use and population density as those found within the newly annexed area. The
Police Department will have the responsibility to respond to all dispatched calls for service or assistance
within the newly annexed area.
2. Fire Protection and Emer iency Medical Services
The City of Port Arthur, Texas and its Fire Department will provide fire protection to the newly annexed
area at the same or similar level of service now being provided to other areas of the City, with like
topography,land use and population density as those found within the newly annexed area.
The City of Port Arthur,Texas will provide EMS services to the newly annexed area at the same or similar
level of service now being provided to other areas of the City, with like topography, land use and
population density as those found within the newly annexed area.
3. Maintenance of Water and Wastewater Facilities
If the annexed area is within the water and wastewater service area of the City of Port Arthur then any
water/wastewater facilities owned or maintained by the City of Port Arthur at the time of the proposed
annexation shall continue to be maintained by Port Arthur.All water/wastewater facilities which may be
acquired subsequent to the annexation of the proposed area shall be maintained by the City of Port Arthur.
The presently existing water/wastewater mains at existing locations shall be available for the point of use
extension based upon the City of Port Arthur standard extension policies now existing or as may be
amended. On-site sewerage systems may be maintained in accordance with the City of Port Arthur
Ordinances and regulations.
4. Solid Waste Collection
Solid waste collection will be provided in the newly annexed area at the same or similar level of service
now being provided to other areas of the City with like topography, land use and density as those found
within the newly annexed area. The City may negotiate with to allow continued services with an existing
solid waste management provider. After the second anniversary of the annexation date, the City will
impose fees and provide the service unless otherwise agreed to.
5. Maintenance of Roads and Streets
Any and all public roads,streets or alleyways shall be maintained to the same degree and extent that other
public roads,streets,and alleyways are maintained in areas of the City with like topography,land use and
density as those found within the newly annexed area. Private roads will remain under the ownership of
the current private entity and as such maintained by the private entity.
Page 1
6. Maintenance of Parks, Playgrounds, and Swimming Pools
The City of Port Arthur,Texas is not aware of the existence of any publicly owned parks,playgrounds or
swimming pools now located in the proposed area of annexation. In the event any such parks,
playgrounds, or swimming pools do exist and are public facilities,the City will maintain such area and
facilities to the extent and degree and to the same or similar level of service now being provided to other
such areas and facilities within the corporate limits of the City with like topography,land use and density
as those found within the newly annexed area. Private facilities will remain under private ownership.
7. Maintenance of any Publicly owned Facility, Building or Municipal Service
The City of Port Arthur,Texas is not aware of the existence of any publicly owned facility,building,or
other municipal service now located in the proposed area of annexation. In the event any publicly owned
facility, building, or other municipal service does exist and are public facilities, the City will maintain
such area and facilities to the extent and degree and to the same or similar level of service now being
provided to other such area and facilities within the corporate limits of the City with like topography,land
use and density as those found within the newly annexed area.
8. Other Services
The City of Port Arthur, Texas finds and determines that such services as planning, code enforcement,
animal control,library,parks and recreation,court and general administration will be made available after
the effective date of annexation at the same or similar level of service now being provided to other areas
of the City with similar topography,land use and density as those found within the newly annexed area.
CONSTRUCTION OF ANY CAPITAL IMPROVEMENTS TO BE COMPLETED WITHIN 2%2 YEARS
1. Police and Fire Protection and Solid Waste Collection
The City of Port Arthur, Texas, finds and determines that it is not necessary to acquire or construct any
capital improvements within 2 '/2 years of the effective date of the annexation of the particular annexed
area for the purpose of providing police protection, fire protection, emergency medical services or solid
waste collection. The City finds and determines that it has at the present time adequate facilities and other
resources to provide the same type, kind and level of service and protection which is presently being
administered to other areas already incorporated in the City of Port Arthur, Texas with like topography,
land use and population density as those found within the newly annexed area.
2. Water/Wastewater Facilities
The City of Port Arthur, Texas, finds and determines it is not necessary for the City of Port Arthur to
acquire or construct any capital improvements within 2 '/2 years of the effective date of the annexation of
the particular annexed area being annexed.
3. Roads and Streets
The City of Port Arthur,Texas,fords and determines it is not necessary to acquire or construct any capital
improvements within 2 1/2 years of the effective date of the annexation of the particular annexed area.
4. Maintenance of Parks, Playgrounds,and Swimming Pools and Any Other Publicly Owned
Facility, Building, or Service
The City of Port Arthur,Texas,fords and determines it is not necessary to acquire or construct any capital
improvements within 2 '/2 years of the effective date of the annexation of the particular annexed area for
the purpose of parks maintenance, playgrounds, swimming pools and other publicly owned facility,
building or service.
Page 2
SPECIFIC FINDINGS
The City of Port Arthur, Texas, finds and determines that this proposed service plan will not provide any fewer
services and will not provide a lower level of service in the area being considered for annexation that were in
existence in the proposed area at the time immediately preceding the annexation process. Given the proposed
annexation area's topography,land utilization and population density,the service levels to be provided in the newly
annexed area will be equivalent to those provided to other areas of the City with similar characteristics.
TERMS
This plan shall be valid for a term of ten(10)years. Renewal of the Service Plan is at the discretion of the City of
Port Arthur.
LEVEL OF SERVICE
Nothing in this plan shall require the City to provide a uniform level of full municipal services to each area of the
City, including the annexed area, if different characteristics of topography, land use, and population density are
considered a sufficient basis for providing different levels of service.
AMENDMENTS
The plan shall not be amended unless public hearings are held in accordance with Chapter 43 of the Texas Local
Government Code.
Page 3
2016 ANNEXATION PROGRAM
CITY OF PORT ARTHUR, TEXAS
SERVICE PLAN FOR FLINT HILLS RESOURCES PORT ARTHUR, LLC
Upon annexation of the area identified above the City of Port Arthur will provide City services utilizing methods
by which it extends services to any other equivalent area of the City.
SERVICES PROVIDED BY THE EFFECTIVE DATE OF ANNEXATION
1. Police Protection
The City of Port Arthur, Texas and its Police Department will provide police protection to the newly
annexed area at the same or similar level of service now being provided to other areas of the City with
like topography, land use and population density as those found within the newly annexed area. The
Police Department will have the responsibility to respond to all dispatched calls for service or assistance
within the newly annexed area.
2. Fire Protection and Emergency Medical Services
The City of Port Arthur,Texas and its Fire Department will provide fire protection to the newly annexed
area at the same or similar level of service now being provided to other areas of the City, with like
topography,land use and population density as those found within the newly annexed area.
The City of Port Arthur,Texas will provide EMS services to the newly annexed area at the same or similar
level of service now being provided to other areas of the City, with like topography, land use and
population density as those found within the newly annexed area.
3. Maintenance of Water and Wastewater Facilities
If the annexed area is within the water and wastewater service area of the City of Port Arthur then any
water/wastewater facilities owned or maintained by the City of Port Arthur at the time of the proposed
annexation shall continue to be maintained by Port Arthur.All water/wastewater facilities which may be
acquired subsequent to the annexation of the proposed area shall be maintained by the City of Port Arthur.
The presently existing water/wastewater mains at existing locations shall be available for the point of use
extension based upon the City of Port Arthur standard extension policies now existing or as may be
amended. On-site sewerage systems may be maintained in accordance with the City of Port Arthur
Ordinances and regulations.
4. Solid Waste Collection
Solid waste collection will be provided in the newly annexed area at the same or similar level of service
now being provided to other areas of the City with like topography, land use and density as those found
within the newly annexed area. The City may negotiate with to allow continued services with an existing
solid waste management provider. After the second anniversary of the annexation date, the City will
impose fees and provide the service unless otherwise agreed to.
5. Maintenance of Roads and Streets
Any and all public roads,streets or alleyways shall be maintained to the same degree and extent that other
public roads,streets,and alleyways are maintained in areas of the City with like topography,land use and
density as those found within the newly annexed area. Private roads will remain under the ownership of
the current private entity and as such maintained by the private entity.
Page 1
6. Maintenance of Parks, Playgrounds, and Swimming Pools
The City of Port Arthur,Texas is not aware of the existence of any publicly owned parks,playgrounds or
swimming pools now located in the proposed area of annexation. In the event any such parks,
playgrounds, or swimming pools do exist and are public facilities,the City will maintain such area and
facilities to the extent and degree and to the same or similar level of service now being provided to other
such areas and facilities within the corporate limits of the City with like topography,land use and density
as those found within the newly annexed area. Private facilities will remain under private ownership.
7. Maintenance of any Publicly owned Facility, Building or Municipal Service
The City of Port Arthur, Texas is not aware of the existence of any publicly owned facility,building, or
other municipal service now located in the proposed area of annexation. In the event any publicly owned
facility, building, or other municipal service does exist and are public facilities, the City will maintain
such area and facilities to the extent and degree and to the same or similar level of service now being
provided to other such area and facilities within the corporate limits of the City with like topography,land
use and density as those found within the newly annexed area.
8. Other Services
The City of Port Arthur, Texas finds and determines that such services as planning, code enforcement,
animal control,library,parks and recreation,court and general administration will be made available after
the effective date of annexation at the same or similar level of service now being provided to other areas
of the City with similar topography,land use and density as those found within the newly annexed area.
CONSTRUCTION OF ANY CAPITAL IMPROVEMENTS TO BE COMPLETED WITHIN 2'A YEARS
1. Police and Fire Protection and Solid Waste Collection
The City of Port Arthur, Texas, fmds and determines that it is not necessary to acquire or construct any
capital improvements within 2 '/2 years of the effective date of the annexation of the particular annexed
area for the purpose of providing police protection, fire protection, emergency medical services or solid
waste collection. The City fmds and determines that it has at the present time adequate facilities and other
resources to provide the same type, kind and level of service and protection which is presently being
administered to other areas already incorporated in the City of Port Arthur,Texas with like topography,
land use and population density as those found within the newly annexed area.
2. Water/Wastewater Facilities
The City of Port Arthur, Texas, fmds and determines it is not necessary for the City of Port Arthur to
acquire or construct any capital improvements within 2 '/2 years of the effective date of the annexation of
the particular annexed area being annexed.
3. Roads and Streets
The City of Port Arthur,Texas,fmds and determines it is not necessary to acquire or construct any capital
improvements within 2'/2 years of the effective date of the annexation of the particular annexed area.
4. Maintenance of Parks, Playgrounds,and Swimming Pools and Any Other Publicly Owned
Facility, Building, or Service
The City of Port Arthur,Texas,fmds and determines it is not necessary to acquire or construct any capital
improvements within 2 '/2 years of the effective date of the annexation of the particular annexed area for
the purpose of parks maintenance, playgrounds, swimming pools and other publicly owned facility,
building or service.
Page 2
SPECIFIC FINDINGS
The City of Port Arthur, Texas, finds and determines that this proposed service plan will not provide any fewer
services and will not provide a lower level of service in the area being considered for annexation that were in
existence in the proposed area at the time immediately preceding the annexation process. Given the proposed
annexation area's topography,land utilization and population density,the service levels to be provided in the newly
annexed area will be equivalent to those provided to other areas of the City with similar characteristics.
TERMS
This plan shall be valid for a term of ten(10)years. Renewal of the Service Plan is at the discretion of the City of
Port Arthur.
LEVEL OF SERVICE
Nothing in this plan shall require the City to provide a uniform level of full municipal services to each area of the
City, including the annexed area, if different characteristics of topography, land use, and population density are
considered a sufficient basis for providing different levels of service.
AMENDMENTS
The plan shall not be amended unless public hearings are held in accordance with Chapter 43 of the Texas Local
Government Code.
Page 3
2016 ANNEXATION PROGRAM
CITY OF PORT ARTHUR, TEXAS
SERVICE PLAN FOR PRAXAIR MOTIV'A LOCATION)
Upon annexation of the area identified above the City of Port Arthur will provide City services utilizing methods
by which it extends services to any other equivalent area of the City.
SERVICES PROVIDED BY THE EFFECTIVE DATE OF ANNEXATION
1. Police Protection
The City of Port Arthur, Texas and its Police Department will provide police protection to the newly
annexed area at the same or similar level of service now being provided to other areas of the City with
like topography, land use and population density as those found within the newly annexed area. The
Police Department will have the responsibility to respond to all dispatched calls for service or assistance
within the newly annexed area.
2. Fire Protection and Emergency Medical Services
The City of Port Arthur,Texas and its Fire Department will provide fire protection to the newly annexed
area at the same or similar level of service now being provided to other areas of the City, with like
topography,land use and population density as those found within the newly annexed area.
The City of Port Arthur,Texas will provide EMS services to the newly annexed area at the same or similar
level of service now being provided to other areas of the City, with like topography, land use and
population density as those found within the newly annexed area.
3. Maintenance of Water and Wastewater Facilities
If the annexed area is within the water and wastewater service area of the City of Port Arthur then any
water/wastewater facilities owned or maintained by the City of Port Arthur at the time of the proposed
annexation shall continue to be maintained by Port Arthur.All water/wastewater facilities which may be
acquired subsequent to the annexation of the proposed area shall be maintained by the City of Port Arthur.
The presently existing water/wastewater mains at existing locations shall be available for the point of use
extension based upon the City of Port Arthur standard extension policies now existing or as may be
amended. On-site sewerage systems may be maintained in accordance with the City of Port Arthur
Ordinances and regulations.
4. Solid Waste Collection
Solid waste collection will be provided in the newly annexed area at the same or similar level of service
now being provided to other areas of the City with like topography, land use and density as those found
within the newly annexed area. The City may negotiate with to allow continued services with an existing
solid waste management provider. After the second anniversary of the annexation date, the City will
impose fees and provide the service unless otherwise agreed to.
5. Maintenance of Roads and Streets
Any and all public roads,streets or alleyways shall be maintained to the same degree and extent that other
public roads,streets,and alleyways are maintained in areas of the City with like topography,land use and
density as those found within the newly annexed area. Private roads will remain under the ownership of
the current private entity and as such maintained by the private entity.
Page 1
6. Maintenance of Parks, Playgrounds, and Swimming Pools
The City of Port Arthur,Texas is not aware of the existence of any publicly owned parks,playgrounds or
swimming pools now located in the proposed area of annexation. In the event any such parks,
playgrounds, or swimming pools do exist and are public facilities, the City will maintain such area and
facilities to the extent and degree and to the same or similar level of service now being provided to other
such areas and facilities within the corporate limits of the City with like topography,land use and density
as those found within the newly annexed area. Private facilities will remain under private ownership.
7. Maintenance of any Publicly owned Facility, Building or Municipal Service
The City of Port Arthur, Texas is not aware of the existence of any publicly owned facility,building, or
other municipal service now located in the proposed area of annexation. In the event any publicly owned
facility, building, or other municipal service does exist and are public facilities, the City will maintain
such area and facilities to the extent and degree and to the same or similar level of service now being
provided to other such area and facilities within the corporate limits of the City with like topography,land
use and density as those found within the newly annexed area.
8. Other Services
The City of Port Arthur, Texas fmds and determines that such services as planning, code enforcement,
animal control,library,parks and recreation,court and general administration will be made available after
the effective date of annexation at the same or similar level of service now being provided to other areas
of the City with similar topography,land use and density as those found within the newly annexed area.
CONSTRUCTION OF ANY CAPITAL IMPROVEMENTS TO BE COMPLETED WITHIN 2'A YEARS
1. Police and Fire Protection and Solid Waste Collection
The City of Port Arthur, Texas, fmds and determines that it is not necessary to acquire or construct any
capital improvements within 2 'A years of the effective date of the annexation of the particular annexed
area for the purpose of providing police protection, fire protection, emergency medical services or solid
waste collection. The City fmds and determines that it has at the present time adequate facilities and other
resources to provide the same type, kind and level of service and protection which is presently being
administered to other areas already incorporated in the City of Port Arthur, Texas with like topography,
land use and population density as those found within the newly annexed area.
2. Water/Wastewater Facilities
The City of Port Arthur, Texas, finds and determines it is not necessary for the City of Port Arthur to
acquire or construct any capital improvements within 2 'A years of the effective date of the annexation of
the particular annexed area being annexed.
3. Roads and Streets
The City of Port Arthur,Texas,finds and determines it is not necessary to acquire or construct any capital
improvements within 2 '/2 years of the effective date of the annexation of the particular annexed area.
4. Maintenance of Parks, Playgrounds,and Swimming Pools and Any Other Publicly Owned
Facility, Building, or Service
The City of Port Arthur,Texas,fmds and determines it is not necessary to acquire or construct any capital
improvements within 2 'A years of the effective date of the annexation of the particular annexed area for
the purpose of parks maintenance, playgrounds, swimming pools and other publicly owned facility,
building or service.
Page 2
SPECIFIC FINDINGS
The City of Port Arthur, Texas, fmds and determines that this proposed service plan will not provide any fewer
services and will not provide a lower level of service in the area being considered for annexation that were in
existence in the proposed area at the time immediately preceding the annexation process. Given the proposed
annexation area's topography,land utilization and population density,the service levels to be provided in the newly
annexed area will be equivalent to those provided to other areas of the City with similar characteristics.
TERMS
This plan shall be valid for a term of ten(10)years. Renewal of the Service Plan is at the discretion of the City of
Port Arthur.
LEVEL OF SERVICE
Nothing in this plan shall require the City to provide a uniform level of full municipal services to each area of the
City, including the annexed area, if different characteristics of topography, land use, and population density are
considered a sufficient basis for providing different levels of service.
AMENDMENTS
The plan shall not be amended unless public hearings are held in accordance with Chapter 43 of the Texas Local
Government Code.
Page 3
2016 ANNEXATION PROGRAM
CITY OF PORT ARTHUR, TEXAS
SERVICE PLAN FOR PRAXAIR(VALERO LOCATION)
Upon annexation of the area identified above the City of Port Arthur will provide City services utilizing methods
by which it extends services to any other equivalent area of the City.
SERVICES PROVIDED BY THE EFFECTIVE DATE OF ANNEXATION
1. Police Protection
The City of Port Arthur, Texas and its Police Department will provide police protection to the newly
annexed area at the same or similar level of service now being provided to other areas of the City with
like topography, land use and population density as those found within the newly annexed area. The
Police Department will have the responsibility to respond to all dispatched calls for service or assistance
within the newly annexed area.
2. Fire Protection and Emergency Medical Services
The City of Port Arthur,Texas and its Fire Department will provide fire protection to the newly annexed
area at the same or similar level of service now being provided to other areas of the City, with like
topography, land use and population density as those found within the newly annexed area.
The City of Port Arthur,Texas will provide EMS services to the newly annexed area at the same or similar
level of service now being provided to other areas of the City, with like topography, land use and
population density as those found within the newly annexed area.
3. Maintenance of Water and Wastewater Facilities
If the annexed area is within the water and wastewater service area of the City of Port Arthur then any
water/wastewater facilities owned or maintained by the City of Port Arthur at the time of the proposed
annexation shall continue to be maintained by Port Arthur.All water/wastewater facilities which may be
acquired subsequent to the annexation of the proposed area shall be maintained by the City of Port Arthur.
The presently existing water/wastewater mains at existing locations shall be available for the point of use
extension based upon the City of Port Arthur standard extension policies now existing or as may be
amended. On-site sewerage systems may be maintained in accordance with the City of Port Arthur
Ordinances and regulations.
4. Solid Waste Collection
Solid waste collection will be provided in the newly annexed area at the same or similar level of service
now being provided to other areas of the City with like topography, land use and density as those found
within the newly annexed area. The City may negotiate with to allow continued services with an existing
solid waste management provider. After the second anniversary of the annexation date, the City will
impose fees and provide the service unless otherwise agreed to.
5. Maintenance of Roads and Streets
Any and all public roads,streets or alleyways shall be maintained to the same degree and extent that other
public roads,streets,and alleyways are maintained in areas of the City with like topography,land use and
density as those found within the newly annexed area. Private roads will remain under the ownership of
the current private entity and as such maintained by the private entity.
Page 1
6. Maintenance of Parks, Playgrounds, and Swimming Pools
The City of Port Arthur,Texas is not aware of the existence of any publicly owned parks,playgrounds or
swimming pools now located in the proposed area of annexation. In the event any such parks,
playgrounds, or swimming pools do exist and are public facilities,the City will maintain such area and
facilities to the extent and degree and to the same or similar level of service now being provided to other
such areas and facilities within the corporate limits of the City with like topography,land use and density
as those found within the newly annexed area. Private facilities will remain under private ownership.
7. Maintenance of any Publicly owned Facility, Building or Municipal Service
The City of Port Arthur,Texas is not aware of the existence of any publicly owned facility,building,or
other municipal service now located in the proposed area of annexation. In the event any publicly owned
facility, building, or other municipal service does exist and are public facilities, the City will maintain
such area and facilities to the extent and degree and to the same or similar level of service now being
provided to other such area and facilities within the corporate limits of the City with like topography,land
use and density as those found within the newly annexed area.
8. Other Services
The City of Port Arthur, Texas finds and determines that such services as planning, code enforcement,
animal control,library,parks and recreation,court and general administration will be made available after
the effective date of annexation at the same or similar level of service now being provided to other areas
of the City with similar topography,land use and density as those found within the newly annexed area.
CONSTRUCTION OF ANY CAPITAL IMPROVEMENTS TO BE COMPLETED WITHIN 2%2 YEARS
1. Police and Fire Protection and Solid Waste Collection
The City of Port Arthur, Texas, finds and determines that it is not necessary to acquire or construct any
capital improvements within 2 '/2 years of the effective date of the annexation of the particular annexed
area for the purpose of providing police protection, fire protection, emergency medical services or solid
waste collection. The City finds and determines that it has at the present time adequate facilities and other
resources to provide the same type, kind and level of service and protection which is presently being
administered to other areas already incorporated in the City of Port Arthur,Texas with like topography,
land use and population density as those found within the newly annexed area.
2. Water/Wastewater Facilities
The City of Port Arthur, Texas, finds and determines it is not necessary for the City of Port Arthur to
acquire or construct any capital improvements within 2 '/2 years of the effective date of the annexation of
the particular annexed area being annexed.
3. Roads and Streets
The City of Port Arthur,Texas,fmds and determines it is not necessary to acquire or construct any capital
improvements within 2 1/2 years of the effective date of the annexation of the particular annexed area.
4. Maintenance of Parks, Playgrounds,and Swimming Pools and Any Other Publicly Owned
Facility, Building, or Service
The City of Port Arthur,Texas,fmds and determines it is not necessary to acquire or construct any capital
improvements within 2 '/z years of the effective date of the annexation of the particular annexed area for
the purpose of parks maintenance, playgrounds, swimming pools and other publicly owned facility,
building or service.
Page 2
SPECIFIC FINDINGS
The City of Port Arthur, Texas, finds and determines that this proposed service plan will not provide any fewer
services and will not provide a lower level of service in the area being considered for annexation that were in
existence in the proposed area at the time immediately preceding the annexation process. Given the proposed
annexation area's topography,land utilization and population density,the service levels to be provided in the newly
annexed area will be equivalent to those provided to other areas of the City with similar characteristics.
TERMS
This plan shall be valid for a term of ten(10)years. Renewal of the Service Plan is at the discretion of the City of
Port Arthur.
LEVEL OF SERVICE
Nothing in this plan shall require the City to provide a uniform level of full municipal services to each area of the
City, including the annexed area, if different characteristics of topography, land use, and population density are
considered a sufficient basis for providing different levels of service.
AMENDMENTS
The plan shall not be amended unless public hearings are held in accordance with Chapter 43 of the Texas Local
Government Code.
Page 3
2016 ANNEXATION PROGRAM
CITY OF PORT ARTHUR, TEXAS
SERVICE PLAN FOR TOTAL PETROCHEMICALS USA, INC.
Upon annexation of the area identified above the City of Port Arthur will provide City services utilizing methods
by which it extends services to any other equivalent area of the City.
SERVICES PROVIDED BY THE EFFECTIVE DATE OF ANNEXATION
1. Police Protection
The City of Port Arthur, Texas and its Police Department will provide police protection to the newly
annexed area at the same or similar level of service now being provided to other areas of the City with
like topography, land use and population density as those found within the newly annexed area. The
Police Department will have the responsibility to respond to all dispatched calls for service or assistance
within the newly annexed area.
2. Fire Protection and Emergency Medical Services
The City of Port Arthur,Texas and its Fire Department will provide fire protection to the newly annexed
area at the same or similar level of service now being provided to other areas of the City, with like
topography,land use and population density as those found within the newly annexed area.
The City of Port Arthur,Texas will provide EMS services to the newly annexed area at the same or similar
level of service now being provided to other areas of the City, with like topography, land use and
population density as those found within the newly annexed area.
3. Maintenance of Water and Wastewater Facilities
If the annexed area is within the water and wastewater service area of the City of Port Arthur then any
water/wastewater facilities owned or maintained by the City of Port Arthur at the time of the proposed
annexation shall continue to be maintained by Port Arthur.All water/wastewater facilities which may be
acquired subsequent to the annexation of the proposed area shall be maintained by the City of Port Arthur.
The presently existing water/wastewater mains at existing locations shall be available for the point of use
extension based upon the City of Port Arthur standard extension policies now existing or as may be
amended. On-site sewerage systems may be maintained in accordance with the City of Port Arthur
Ordinances and regulations.
4. Solid Waste Collection
Solid waste collection will be provided in the newly annexed area at the same or similar level of service
now being provided to other areas of the City with like topography, land use and density as those found
within the newly annexed area. The City may negotiate with to allow continued services with an existing
solid waste management provider. After the second anniversary of the annexation date, the City will
impose fees and provide the service unless otherwise agreed to.
5. Maintenance of Roads and Streets
Any and all public roads,streets or alleyways shall be maintained to the same degree and extent that other
public roads,streets,and alleyways are maintained in areas of the City with like topography,land use and
density as those found within the newly annexed area. Private roads will remain under the ownership of
the current private entity and as such maintained by the private entity.
Page 1
6. Maintenance of Parks, Playgrounds, and Swimming Pools
The City of Port Arthur,Texas is not aware of the existence of any publicly owned parks,playgrounds or
swimming pools now located in the proposed area of annexation. In the event any such parks,
playgrounds, or swimming pools do exist and are public facilities,the City will maintain such area and
facilities to the extent and degree and to the same or similar level of service now being provided to other
such areas and facilities within the corporate limits of the City with like topography,land use and density
as those found within the newly annexed area. Private facilities will remain under private ownership.
7. Maintenance of any Publicly owned Facility, Building or Municipal Service
The City of Port Arthur,Texas is not aware of the existence of any publicly owned facility,building, or
other municipal service now located in the proposed area of annexation. In the event any publicly owned
facility, building, or other municipal service does exist and are public facilities, the City will maintain
such area and facilities to the extent and degree and to the same or similar level of service now being
provided to other such area and facilities within the corporate limits of the City with like topography,land
use and density as those found within the newly annexed area.
8. Other Services
The City of Port Arthur, Texas finds and determines that such services as planning, code enforcement,
animal control,library,parks and recreation,court and general administration will be made available after
the effective date of annexation at the same or similar level of service now being provided to other areas
of the City with similar topography,land use and density as those found within the newly annexed area.
CONSTRUCTION OF ANY CAPITAL IMPROVEMENTS TO BE COMPLETED WITHIN 2 A YEARS
1. Police and Fire Protection and Solid Waste Collection
The City of Port Arthur, Texas, fmds and determines that it is not necessary to acquire or construct any
capital improvements within 2 'h years of the effective date of the annexation of the particular annexed
area for the purpose of providing police protection, fire protection, emergency medical services or solid
waste collection. The City fmds and determines that it has at the present time adequate facilities and other
resources to provide the same type, kind and level of service and protection which is presently being
administered to other areas already incorporated in the City of Port Arthur, Texas with like topography,
land use and population density as those found within the newly annexed area.
2. Water/Wastewater Facilities
The City of Port Arthur, Texas, fmds and determines it is not necessary for the City of Port Arthur to
acquire or construct any capital improvements within 2 '/2 years of the effective date of the annexation of
the particular annexed area being annexed.
3. Roads and Streets
The City of Port Arthur,Texas,fmds and determines it is not necessary to acquire or construct any capital
improvements within 2 '/2 years of the effective date of the annexation of the particular annexed area.
4. Maintenance of Parks,Playgrounds,and Swimming Pools and Any Other Publicly Owned
Facility, Building, or Service
The City of Port Arthur,Texas,finds and determines it is not necessary to acquire or construct any capital
improvements within 2 1/2 years of the effective date of the annexation of the particular annexed area for
the purpose of parks maintenance, playgrounds, swimming pools and other publicly owned facility,
building or service.
Page 2
SPECIFIC FINDINGS
The City of Port Arthur, Texas, finds and determines that this proposed service plan will not provide any fewer
services and will not provide a lower level of service in the area being considered for annexation that were in
existence in the proposed area at the time immediately preceding the annexation process. Given the proposed
annexation area's topography,land utilization and population density,the service levels to be provided in the newly
annexed area will be equivalent to those provided to other areas of the City with similar characteristics.
TERMS
This plan shall be valid for a term of ten(10)years. Renewal of the Service Plan is at the discretion of the City of
Port Arthur.
LEVEL OF SERVICE
Nothing in this plan shall require the City to provide a uniform level of full municipal services to each area of the
City, including the annexed area, if different characteristics of topography, land use, and population density are
considered a sufficient basis for providing different levels of service.
AMENDMENTS
The plan shall not be amended unless public hearings are held in accordance with Chapter 43 of the Texas Local
Government Code.
Page 3