HomeMy WebLinkAboutPR 6670: IDA P. O. No. 6670
12/13/17 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. 16-341); BASF (OLD SANDOZ) (RESOLUTION
NO. 16-342); CHEVRON PHILLIPS CHEMICAL COMPANY LP
(RESOLUTION NO. 16-343); CHEVRON USA, INC. (RESOLUTION NO.
16-344); FHR PA (FLINT HILLS — RESOLUTION NO. 16-345); PRAXAIR,
INC. (RESOLUTION NO. 16-346) THE PROPERTY OWNER IS MOTIVA
ENTERPRISES; PRAXAIR, INC. HAS A SECOND LOCATION ON
PROPERTY OWNED BY PREMCOR (VALERO) (RESOLUTION NO. 16-
347); TOTAL PETROCHEMICALS USA, INC. AND TOTAL PAR, LLC
(RESOLUTION NO. 16-648); GT LOGISTICS AND GOLDEN TRIANGLE
PROPERTIES (RESOLUTION NO. 14-577); OXBOW CALCINING LLC
(RESOLUTION NO. 16-334); PREMCOR REFINING GROUP, INC.
(RESOLUTION NO. 14-635) 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
1
WHEREAS, a service plan for the Property was prepared and notice of the annexation
of the Property was given by newspaper publication on November 7, 2017, and November 12,
2017, as well as continuous internet publication on the City's website, in accordance with law;
and
WHEREAS, public hearings before the governing body of the City regarding the
annexation of the Property were held on November 21, 2017, and November 28, 2017 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 "I"were subject to the
following Industrial District Agreements, which will expire on December 30, 2017, and Exhibits
"1"and "K"were subject to the following Industrial District Agreements, which will expire on
December 31, 2017:
A. BASF TOTAL Petrochemicals LLC [BTP] (Resolution No. 16-341).
B. BASF (Old Sandoz) (Resolution No. 16-342)
C. Chevron Phillips Chemical Company LP (Resolution No. 16-343)
D. Chevron USA, Inc. (Resolution No. 16-344)
E. FHR PA (Flint Hills — Resolution No. 16-345)
F. Praxair, Inc. (Resolution No. 16-346). The Property Owner is Motiva Enterprises.
G. Praxair, Inc. (Resolution No. 16-347). Praxair has a second location on property owned
by Premcor (Valero).
H. TOTAL Petrochemicals USA, Inc. and TOTAL PAR, LLC (Resolution No. 16-348)
I. Oxbow Calcining LLC (Resolution No. 16-334)
3. GT Logistics and Golden Triangle Properties (Resolution No. 14-577)
K. Premcor Refining Group, Inc. (Resolution No. 14-635); and
2
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 "L'; 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 property described as Exhibits "A - I"
this Ordinance annexing the Property effective 11:59 P.M. December 30, 2017.
WHEREAS, the City Council desires to adopt property described as Exhibits "J and K"
this Ordinance annexing the Property effective 11:59 P.M. December 31, 2017.
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 "K"
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.
3
Section 4. Service Plan. The Service Plans for the tracts is hereby adopted and
attached as Exhibit "M"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.
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 "K"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"
4
through "K"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 30, 2017, as to properties described as Exhibits "A"
through "I"
This Ordinance, adopted by the City Council on the date set forth below, shall take
effect at 11:59 P.M. on December 31, 2017, as to properties described as Exhibits "J"and
"K„
READ, ADOPTED AND APPROVED on this day of A.D., 2017, 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
5
APPROVED AS TO FORM:
VdValecia R4,4„,,
, City
APPROVED AS TO ADMINISTRATION:
Harvey Robinson, Interim City Manager
6
EXHIBIT "A"
LEGAL DESCRIPTION
of
BASF TOTAL Petrochemicals LLC [BTP]
(Resolution No. 16-341)
7
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 '/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 mini.. 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 mm ., 03 sec., East, a distance of 97.21' to a V2" steel pipe found for corner;
THENCE,North 85 deg.,48 min., 13 sec., East, a distance of 698.13' passing a ''/z" 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 '/z" 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 '/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 ''V2" 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''/i"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 '/z" 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 %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 'A"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 'A" 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 '/" 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 '/s" 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 %" steel rod. capped and
marked"SOUTEX",found for corner;
THENCE, South 12 deg., 12 min., 33 sec., West, a distance of 241.5T 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'/z"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 'AA" 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'A"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 32"d 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 32"d 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
32' 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. 16-342)
8
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 Il (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 l'/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 '/2" 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 '/2" 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. 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 `= ---:-:;�,
=i: rt
- 9J
EXHIBIT "C"
LEGAL DESCRIPTION
of
Chevron Phillips Chemical Company LP
(Resolution No. 16-343)
9
ALOE W.InUMW
ANDAse0QATSB
BYMM NNWED
SOJNITMCCIMIUMNIATIIMB
May 26, 1994 P.O.=UM
mutto .' ius 777 8
4atiossodu
PARCEh "8"
Chevron Chemicals - Lease Back Property
Chevron O.S.A. , Inc. - Port Arthur Refinery
T. & N. 0. 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 Volute 162, Page 97, 236 acres
(Tract No. 4) in dead from W.P.N. MoPaddin to Gulf Refining
. Company, dated July 7, 1917 and recorded in Volume 267, Page 261,
and 208 acres in deed 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
Deed 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 11" Spike set for corner;
1 .
{
page 2
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 88 deg. 58 min. 41 sec. West for a distance of 77.70
teat 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 sat 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 min. 03 sec. West for a distance of 38.00
feet to an iron rod sat for corner;
THENCE South 79 deg. 57 min. 57 sec. West for a distance of 88.00
feet to an iron rod set for corner;
THENCE South 10 deg. 02 min. 03 sec. 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 day. 04 min. 12 sec. West for a distance of
243. 50 feet to, an iron rod set for corner;
THENCE North 04 deg. 10 min. 42 sec. West for a distance of
1382.95 feat 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. Wast for a distance of
623 .00 feet to an iron rad set for corner;
THENCE South 79 deg. 28 min. 06 sac. 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 nein. 59 sec. East for a distance of
518.86 feet to an iron rod sat for corner;
THENCE North 15 deg. 21 min. 50 sac. East for a distance of
274.92 fast 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 set 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 feet 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. 89 min. 31 sec, East for a distance of
1196.31 feet to an iron rod set for corner;
THENCE South 79 deg. 28 min. 00 sec. East for a distance of
184.22 feet to an 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 fest 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;
Page 4
fl.ZCEL "X" (continued)
Chevron Chemicals - Lease Back Property
Chevron U.S.A. , Inc. - Port Arthur Refinery
8. 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 sat for corner;
THENCE South 25 deg. 38 min. 45 sec. West for a distance of
523.18 feet to an iron rod sat for corner;
THENCE South 10 deg. 42 min. 07 sac. 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 sat for corner;
THENCE South 54 dog. 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 sac. 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 PDXNT 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.
/pat or
•
(1.611a1/401
Mark W. Whiteley, R.P.L.S. NO. 3636
•400.1404 nwNw
EXHIBIT "D"
LEGAL DESCRIPTION
of
Chevron USA, Inc.
(Resolution No. 16-344)
10
Pew.eJ
CHARriaitTt.ECOMPANY 111111111111 co 201 21
i rr rcs.as.Stem tio0 zt In4
Ld Hanhart.TX 770Ln
ro ore...1J14_3A
1► cow, fr
n SPECIAL WARRANTY DEED
S 11 LE STATE OF TEXAS.
§ KNOW ALL MEN 13Y THHESEPRESENTS:
COCN1YOl'3EfTERSt?N §
O THAT, THE Piti:ArtCUR REI N NG GROUP INC..a Delaware corporation (formerly
`Z known as park Refining and Nfarkxling.1ee.)('Crtntor"). for and in eon:cider_ntion of the stun
(l of St0,00 cash in hand paid by (:HEVRON U.S.A. 1NC., a Pennsylvania corporation
ert C'Craniee"t. whose address is cru Chevron 9usine4s told Rol 'Estate'Scrvices, Attention:
7C- Manager, North th American Real Estate Services, 48(X) Fournocu Place,Bellaire, Texas 77401,
1-4 and other good and valuable consideration, the receipt and sufficiency of which are hereby
acknowledged by Grantor, has GRANTED, BARGAINED, SOLD and CONVEYED, and by
CD CD these presents dots GRANTert
,RARGA1N,SELL,and CONVEY unto Grantee,those caiatracts
CD or real property situated in Jetlerson County-.'texas,and described in E4std>rdt A attached hereto
r-r. and etude a port herebf for all purposes, together with all intprriveatemts thereon and all and
n singular the rights. privileges..hrrcdirarrtents,and appurtenances of Grantor pertaining to such
O real property(the"Property').
TO HAVE ANI)TO ROLL) the Property,together with,all and:sinitular,the rights and
appurtenances thereto in anywise belonging, to Grantee and t:rr ntee's successors and assigns
forever,Grantor docs hereby.bind Grantor and Grantor's successors and assigns to waaant and
t'urever defend.all and singular,the Property unto Grantee and Grantee's successors and assigns,
against every person whomsoever lawfutly claiming or to claim the sante,or any part thereof,by,
through or under Grantor,but not otherwise.
v This conveyance is expressly made subject to all exceptions or encuntbcant:es described
CD
'.n the Special Warranty Deed from Grantee to Clad; Relining and Jvfarlcting. Inc., ci ted
at February 27. 190S, recorded in Document No. 95.0505598;real property records of Jefferson
County,Texas,the Deed Without Warranty (cont CJra itcc to Clark Refining and Mud:dint,lm.
0 elated February 27. 1995, end nil other matters of record (provided that thea are ars alorietary
lints to third parties grtnted by. ;ender. or ilmtutjt Grunted),to the extent that wry of the
C) t'oo:going are valid and subsisting and affect all ora portion of the.Prnperty,liens for taxes not
Cyet due:tori pny thlP.,nail all matters dui s survey of die Property would reveal. This cortvcyaece
is tnadc "AS fS." "WITH Ai.t. FAt3LTS", ANT) WIT110LtT ANY WARRANTIES OR
82. RETS2FSENTATEONS OF ANY NATCRE WHATSOEVER txtept for(i) the-special warranty
C--1 of title contained herein and tail any warranties or repre$entatirsns contained in the Asset Stile.
FIC Agreement tt Amendment doted on or about December 21,2001.between Grantor and Crtantco.
7R
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XECeTED this.1t.dad of 5,.1.11. ,NOS.
o yfk..W :
2 ,PREMCORREF! 1NO O'CIDP INC_
C.
n Nwna r fea r
iT
APPROVE°
'I LEGAL
fg STATE OF TEXAS §
CO1:01,;NTY or a,6_.._`§
.-r '�I
oThe foregoing was ecknouledged before me on The aday of_ . 4_
"CI i�
2008. by �ohwrd S. 4.:•••13A, , �� Pn.t:denl^ of The pre es. ni Group
inc.,a Dclawkre corporation,on behalf said ... rporution.
I 1, 4r.,
,mi r"..0 •NotoEy Public,, ofTexaa
r0
LX
C/1 A fl...r tes:ottlinzaesgrug.
Clhcvroa U. .A.lnc
2 uo Carvt Business awl Real Eotate Services
4800 Fowl cc Place
= Bellaire, 77401
'Miamian: . l:utn vc,wort])American Real is a Services
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33
II
il
•
y EXHIBIT 11/4"
Tract
O
Legal tl peseriplioa; 5(0.424 Not Awe Traci or Parcel of Land
T.&N.O.R.it.Survey.Section No.282
Atsu known as the 1.E.Sparks Survey,Abstract No,65.1
Franklin Baker Survey No.2 No.?:a.
Alan known us the John Wescott Survey.Abstract-
T.&1+I.0.R.R.Survey.Section Nu. 121,Abs1r'actN0.250
lcflasott Couniy.Texi9
BEING 630.126 acre gross Tract tieing situated is 1beT. &N.O.R.R•Survey,Section No.2S2,else
re. lutuwn Loi the I.E. Sparks Survey.'Abstract No. 654. Jefferson County, 'Texas, the Franklin Baker
Survey Nu.2.also knoµn ss the!Om Wescott Survey,Abstract No.725,Jefferson County,
Texas and
thc'T, &N.O.R.R.Survey.Suchen Nn. 131. Abstract Nu.230,Jefferson Cotutty.TOFU and bring raw
co.r of and part of that c'Attttitt called 1535.182 acre tract,identified as TRACT 7,and that curtain c*IV
1131.94 ttcre trtc:t,identified as TRACT►t,us desecibctt in a"Special Wttuaaty Deed from Chevron
U.S.A.oClark &
Marstrecorded
` rt Official5.9505598,
eurrRelMIMXtm County, Texal... aveand env( thacertain 10.974nett tract
htze ibecl
below and identified es "Alligator Pond" rind thot attain called 2.725 oat tract described
tndtaw unit identitted us"Water Treatment Facility",tltcroby leaving a net Acreage of 510.44 acts.
s.inJ 630 t_6 acre inlet beiu};'muCc particularly elra'uribett uC fulktws:
.NOM. lit bearings are referenced ro 11u'ca :liar:ingrndrof that certain caller!371-719
:•r,. ,race of land, identified ac TRACT 6. race deseriterl is s 'Specie( 19nrrcurty Mud'
`truer Chevron L'.S.rl.to Cork(refining &Xfarkering,Inc.as rgecn der!in Clerk's File 1+u.
rti 95-9503591i. OlkIol Public Rrrue& of Recti Property, Jefferson Cat'v, Taros as
NORTl1 171 75'31'WEST. Ail Ser 543'error.malt.ser ultra n calx stooped"M.19. Whiteley
t(D tic Assu:tart:a"
�a
COMMENCING at a Galt'concrete rnoscumcnt Viand for the Southwttt coma of than certain called
11.014 acre truct of land as deseillyed in a dead from Port Carnal unit Dock Cu. to Gulf Refining
('...mpxtty a»`i re.-onted in Vvlutnc 2 t0, Page 76, Deed Records, Jcffetson-County, Texas. and soul
corner :tlso being the point of beginning is rhe description of that cctaain•calk'J 103.224 acre tract,
•
identitial as TRACT 5, as described in a "Special Warranty Deed" horn Chevron U.S.A. to Clark
Refining& Ittackoting, Inc. as recorded in C'lerk's File Na. 45.9505508.Official Public Records of
0 Real pnq,ettp.Jefferson County,Texas;
rn
'I1I1 NC E NORTH 881)22'57" WEST,for a distance of 7651.85 feet to the POINT OL BEGINNING
ear cif be tract herein delerihed, rain earner tieing the Southeast corner of the said Clark Refining and
Markclinb. one.TRACT 8 and in the West lint;ot'the said Clerk Refining and Marketing Inc.'tRACC
7 end said corner also being the most Northeast corner of that that certain called 1161.738 a r t�+ of
land. identified as TRACT 16, u described in a `Special Warranty.Deed' from Semipro
nergy
T Production Company to Pon Arthur LNG Holdings, LLC as recorded in Cartes File No.2006017390,
t"
0
--
�----- „Lax w.wtrMEW AND.rssocra ret,ts+rc
Official Public Records of Real Property, Jefferson County, 'Texts and said comer being in the
common tine between the said. L. Sparks Survey and the said lofts Wi'sc t Survey;
11C.N E NORTH tT41'30" EAST. for the boundary between the said Clark Refining and
Marketing, Inc. TRACT 7 end TRACT R. the name being the common lint between the said LE.
Sparks Survey and rite said fohn Wescott Survey, for n distance of 2.996.94 feet to a"RR"spike set fat
C corner;
Tt1F:rC1F.NORTH R237" WEST.fora distance of 2164,66 Feet to a 518' iron rod set for corner;
CD THENCE NORTH 0141415" EAST. passing At distance of 32442'1 feet ti 518" iron rod set for
reference and continuing for a total distance;ut 3390.42 fret t0 a poiot for corner,said r:ornier being in
tl.e Southerly brink tNfTaytors Savutc;
fb 1HENCE aktttg and with the tineandcrs of Taylors Bayou, the saute being the Northerly line of the
said Clark Refining and itita:keting.Lae.TRACT B,the following courses and distances:
fD
r+•
SOUTH 1.1'24'04"EAST,for t cfi.Lrance of?06,95 feet;
O
'C3 SOUTH 33"31'43" FAST,For distance of 7.0 l.7.3 feet;
SOUfl•188°O$'3 "EAST.for ailiskaace of 1.70.91 fret;
NO1tTIt tit)2I6'3:1° EAST, for a dist.ince.nF,12.77 Net:
NOATI I S5"??'5{" 1:r15f,for dt.;t.t:ict:of N125 ftx9.:
rD NORTH 734313'24"EAST, fur a distance of ZT2.02 feet:
`URT1t 77'03'!x"EAST.for a distance of 20S.d7 feet,
0
NORTH 3.3'D3•41" EAST, for a disrsnceof 2 t0.i 3 feet:
D
NORTH S312.41.1T"EAST,for a Ytitlnce of?241.45 feet_
C
SO(;TEH&2°52'05"EAST,fur a diststweoF l:57.57.fect:
t 1 SOUTH 6512-3r EAST, for a distance of 399.47 fret:
Ch
R.-' THENCE SOUTH U1°41'}4^WEST,along and with the Easterly band of Taylors 13ayott and the East
line est the said Clark Refining and Marketing.inc.TRACT S.for a distance of/45.29 feet to a Dula
tbr garner. said corn4:r'atsnn being an e+cterior ell corner of the said Clark Refining tend Marketing,
TRACT 7:
CD THENCE SOUTH 46°43`29" EAST. along and with a North line of tho said Clark Refining and
{7 Marketing.Inc.TRACT 1.for a distance.v(76940 feet to a point for comer:
0
4a• I • 1
NAM K W,Wilf7XigYA.YDAStOU.47).t CMG
I
CD.
tD THENCE. NORTH 01°0004' EAST. along and with a West line of the said Clark Refiring and
Marketing.Inc-TRACT 7,fora distance of 358.89 feet to a point.for turner
TUENC1 NIOR114 44°13'04" EAST, for the boundary between the said Clark Refining and
Maticcting. Inc. TRACT', and that certain called 1419.74 acre tract eland as conveyed by Jan Van
Tyco. P. OerenJsen. Jr. cod C.D. Fortuyn, au 'rru tees &►r the Port Arthur Land Company. to The
Texas Contpnny as recorded in Volume 146, Page 195,Deed Records,Jefferson County.Texas,for a
<iihtance ur 50.116 feet to a point for comer:
CD THENCE. NOR'111 19°44'11" EAST. continuing for then boundary between the s. id Clark Refining
and Marketing, enc.TRACT 7 and the said 1819.74 acre The Texts Company 1r30. f°r a distance of
112.65 fat to a 5'8° iron rod found tin. corner, said corner being ext+xiot ell comer of that certain
M called 14?441 acre tract:identified as ti .strea(Solid Waste Ma/pi/ meat Unit(SWM111 Nei. 1), as
CD described in n "Deal Notice of Limitations of Property Use` as recorded in Clerk's Filo No.
3 2f/05t115245,t)rticini Public Records of Real Properly.Jefferson Conty,'Cexas;
t'D
T1LENCK NotatI (.9"44')1" EAST. continuing for the boundary between the said Clark Refinlog
O and Marketing. Inc.'1'RACT 7:Ind the said 1'319.74 acreTheTexas Company tracr. for a distwtce of
'0 89.54 feet ton 5!S" iron roll found fur canner, said coater being an exterior cll currier of the said
24.7•1-4 I um A.'IT tSOlid Waste Management Unit(SWtkIU)No.ly,
THENCE along soul with the houodar y of llte said 24.7441 acre A/B t;.Solici Wastc Management Unit
ISWMir)No. I f the following coorseN and dsvtan.:er:
N olt'TN 71,S6'S6" EASE.tin a d'ott:nee of rye}.y),seet to a 5i1" iron rod found for corner;
CD tiORItl 86'15'59"eAST,fur a distance of t$;C?7 feet to a 3!3"iron rod Lound for camel-.
CD
CDD NOR.Tt1(iel"41.14" EAST,torn distance of 7141 feet to a 5ya-iron tod iciutui h,r comet:
VI
0 NORTH 67 11CY lel"F,AST,leer a distance of 48.07 feet to a 513"iron cod found t'or COMM;
n NO RTE{62',17 t9" EAST. for a distance nl'313.59 feet to tr 5d3" iron odd found for cornet:
Q
s=
tiORTH l;S"52'20"EAST,for adistance of 50.09 feet to a 518' iron rod fount for corner;
SQtY Tl{4033'4T i ST.for a distant of 31).97 feet tea 5/S<-iron rod found feu corner;
SOU W 22)04'27"EAST,for n eli;tancv of 207.2)feet to a 5/3"iron sod found for corner:
SOUTI l 22449'1 EAST.tier a distance of 336.3:1 feet to OA"iron rod senor corner,
CDfor cornu',
3 SUt rrii 31°37'19"EAST.for a distance of 73.80 fcct 1e r 5/8''iron rod found
!U SOUTH 49°16'2r WEST,for a distance of 109.95 feet to a 518" iron rod found for comer',
Mt_
O
-C4
Il
SOIiTH 38'30'54" WEST,for a distance of 426.61 fcet.to a 5/8"iron cod found for corner,
SOIrUH 46421'49"WEST,fur a distance 0(141.38 feet to a Sig"iron rod found(Of roma;
SOUTH 46'33'35" EAST,for s dictanco of 31.91.feet to a 513'iron rod found for cornea;
C
NORTH 46°4417"EAST.for a distance of 41.21 feet to a 5/8"icon cod found fur corner:
SOt"rH 4.1"45'37"EAST,for a distance of 25.52 feet to a 571' iron rod found for corner;
SOUTH 41'07U0"WEST,for a distance of 109.29 feat là a 518"{sort rod set for corns;
7C"
Sot :H 30434'54"WEST,for a distauc,e of 102,89 feet tai 58- iron rod found for Comer;
SOUTH 4'1''013'55"WES"f,to<a distance of 207.21 fent to x518'iron rod found for corner;
3
r-r
SOUTH.08'0735'EMT.for a distance,uf 79_O4 feet to a 3/8'iron rod found for comer,
SOUT11.45°25'1}6"WEST,for sdiita eof435.43faxtoa5i3°ironrodsotforcorner,
NOIt.TtI 03'43'0C"WEST.fors distance of 1.20.49 fret toa5r2"iron rex{found forcorrcr:
NORTH$7°46-5(;" EAST.fur a disiunc-e at'26.74 feet h)a 51'Lon and found fi>r comer,
NORTH 09'2.1't_"EAST,for,t di:ranee or 82.15 tett to a5:8"iron nN1 found for corner;
tiKf'ltS0't)n'?6"WEST. enc acic:t:uxcof34.9.1Itet 1015! ' iron rod found for corner;
N(,St3 F{ 1S".29'37"W EST,for a disl:tnce of fi 1.26 feet to 5i3" iron rod found for corner,
NORTH 31"19'57" EAST,Toru distance of 56.36 feet to 8318" host rod found for comer,
NO Kitt 29'2')'49" BAST.for a distance of 24.27 feet w ai 5!$' iron recd found for corner:
SOUTH Sr5"32'Q2" EAST.fora di tance of 3332 feet to a 518" Iron rod found for coater,
NORTI10817'02"EAST,for;a dist:dea of 49.45 feet w aS:S"Satin rod found for corner;
_2tit)1LT'rl 8fl'l l't.1"WI ST. for a diuancs ofb3.44 fact to a 54"iron rod found for corner;
SOU Th 71°26'27"WEST, for a distance of 227.21 fee.to S/8"iron rod found For corner;
rtfD TRENCE NORTH 46"D8S3"WEST.for a di,ctance of 26.SM2 fettlo n 5,'S iron cod sit for wrncr,
CD TUE NCS:SOUTH 13602'47"WEST.65t a distance of 43l 4.39 feet to a 518 iron rod set for corner;
rt
C7 T11 E 4CE SOUTE102'19'42"EAST.for digit ante of 1352.14 flet to 9.5/8 iron rod s:t for cot cr;
O
P .r4 or
!dA/K W.A'N1r LLT AND ASSOCIA la WC.
Co
T11ZNCE SOUTH 33'31'03"EAST,for a distance of 1377.72 feet to a 518 iron rod set for eotntr
THENCE SOUTH 64'00't 9"EAST.for n distance 0191.71 feet to a 5 iron rod set for t:otner,
THENCE SOUTH 34455'59" E?&ST.for a duto-utx of 516.14 feetio a 5tS i ron rod set for cornet;
•
THENCE SOUTH 57'04'36"EAST,for a distance of t b l 44 foot lo a 98 iron rod set for corner.
T HENCE SOUTH 83°02'1 V EAST,fora distance o C313.15 feet to o 5r'8'on rod act for earner,
THENCE NORTH 81"21n4" EAST,for a distance of 117.43 feet to a S/8'lron rod set for wow.
1'FIENCE NORTH 79'3515''EAST,for r►distance of 2013.32 fed to3 5/8 Iran rod set for corner,
3 THENCE SOUTH 1.5'49'13"EAST,for a di,tsnee of 847.20 feet too 5r8 iron rod sot for cornet;
t'D
.-r
(-) THENCE SOUTH'(18'113:38"'EAST.for a d11it13nLt of463.01 feat to 3 Sr'S iron rtrd act for corner,
O
THENCE SOUTH 11'44'54"EAST,cot a cii$rancc of 521.1 t feta to a 3(3 tcott nod sn fot coma
THENCE NC")1.0:1176° EAST,posting a 5+14"iron rod act for refercitc:e in the W.'c$te.rly lino of
that certain Right-of-way ITt►umcnt totits:State ofTcsas as(monk-din Volume 1A39,Page 343+ Deed
Rw3rds, JefTcrsvct County,Texas, ata dioonce of 45o.O3 feet and continuing for u total die.tinco of
55c3.3`d fret to s paint Cot-corner,said corn..being int the Westerly right-of-way tine of State Highway
:t;
" THENCE SOUTH 13.,01 tib"'EAST.along and with the Westerly riyght•ot.Yay line of State Histtws1
ro
81.fc.ra distance,of lt1Q.37 feet to:,r0111t•forvc+t�tcr
O
rl
"THENCE SO 'TL 16'11'46" WEST.pausing a 518' iron rod set for reference at n distance,of 94.98
feet and continuing for a total di c ince of 741.51 feet to o 5%8"iron rod.set for comer,said.cdcaerbeittg
in. the Easterly lice of that tertaict colla! 194.t3) acre tract of land us described In a 'C'orrection
0 Spezia! tV rranty Dcccl" faint The Premwr ltctining Group tae to teftersan County Waterway and
N.rty�rtiurt District us teuortled its Clerics file No. '_'ilC4007i19, Official Public. lt,ecords or Real
t'n,pcny. effetwul Caun:y.'F'erca:.
Q THENCE. NORTH 57'0731:"WEST,for the boundary between the tract berein described cod the-said'
CD 3,-54,13o.teat Tu ft: son County Waterway and Navigation Distort tract,for a distance of 25.08.feet to n
5,1" iron rod fountl for corner:
THENCE C;Ull;l'tt 87°19'36" WEST,woti 14�ten afur�y ind h`3rri8aisan f?i;itrict tracte boundary between the . for facer a distance of
m described
turd the paid 394.130at.To Joffr:tyan County �„WVorta;h" found for cocoa;
133.112 feat to a 5f8"iron rod with a cop stamp
CD
O
MARX lY,„JrTULLCY."NDASZOCMITl,INC.
1 . -
N THENCE.SOU-CH 74"21752"WEST, continuing for the boundary laetween the tract herein described
(D and the said 394.130 acre Jefferson County Waterway and Navigation District tract, for a distance of
388.53 feet to a 5/s"iron rod fount! For corner.said corner also being in the Ea-steely line of that certain
o tract of land known as Landfill Tract"G":
O Tf1ENCE along and with the South and West fine of the said L.-India Tract"G",the same being the
C bor:ndary bi(ween the tract herein described and the-said 394.114 acre Jefferson County Waterway and
;tiavigatiiln District tract,the hiilowingcourses and distnn es:
SOUTH 04°51'20" EAST,for a diatanee of Et1.22 feet to 15/Vireo ted found for cornet
N
" SOUTH 03'13'S3°WEST,fur a distance of 30.04 Feet tan 5/8" iron rod found for corner,
t--t
S. SOUTH 29°54'31"W EST,for a distance of 39.93 feel to a 5i8" droo rad found for comer,
3 SUUT`{ 46%170"WEST,for a distance of 39.85 feet to a Mr iron rod found for corns;
at
rr
n SOU'r}t 51'"31'34'WEST,for a ttistortue of 80.02 ftxa to a 5;r iron rud found floc eornct;
O
S+ Tit 63'06'35"WEST, for R dixrancc of 89.91 fcct to e321"iron rod found fur confer,
SOUTH 71''13'29"WEST. for adistynue of 109.02 teL toy 5'8"iron tad found for comer
SOUTH 76'4S'38"WES'1.for o distsnse of 70 61 feet to!523'urns end hlund for corner 1
-.O1.111•I 46'=•L4.57° WkS t', fele a distartee 0f 50,110 Fitt to T. ft"iron nxi found for unmoor:
NORTH 87'2741'WEST. fru a distance of 70.20 feet to a t"3" iron cod found for corner;
NORTH 07'22'45"-W(S1,for n distance ot'89.08 feet to a point for corner,
Q 4OR f i t 51'1()5'110'WEST, fur u dtsflouc of 17.49 fret to A point for incur.
n NORTH 08109'29"WEST, for a distance of 216.12 fcettu a point kr corner,
O NOtl:t ti 55°41'55"WEST, for a distance of 83.20 fel to apaitrt for onier;
C3 NORTH 10°58:37"WEST,fors distance of i(t9,86 feet io a point foe corner;
fD
?I" NORTH 10'09'049 WEST,fur a distance of 182.64 feettua point tar coater.
NORTH W WSy"WEST, for tt di?tance of 313.94 feet to s point for comet;
3 NORTH 3599'10"WEST,fora distance of 61.62 feet in i point fur=tier;
FT NORTH 49"46'52"WEST, for a distance of 90.85 feet to a poinl.6u corner,
n
0
?Jac 5 su
.conn'.werrQar.+ho.rsrxurs,;mc.
NORTH 17°09'36"WEST, for a distance 0143.44 feet to a point for corner;
CD
THENCE:NORTH 54°5119'WEST,for the boundary between the tract herein described and the said
0
394.130 acre Jcffessun County W at* y and Navigation.D3trit1 tract,for a distance of 62.16 feet to a
po ttt COT comer.said comer being the South line of that certain tract eland known as Landfill Tract
"tf" East:
'THE:K(1E along and with the South tint of the said 1.tutdTlll Tract "W East, the same being t
be
boundary but'arcut the met Ilerdln doeribed;uta the stint 394.ill)acre lef t num County\V at sry ay and
C? Nat,igation District tract,the following courses and distances:
SOUTH 75'53'20'WEST, for a distance of 103.87 f=t to a point fur comer;
tr-1
SOUTH 54'56'53"WEST, ti)t a distance of 121.53 feel to a paint tar tonne;
SOI YT'H 77'4'_`4 t"W 1:51', for a distance of 51.10 feet to a point for coater;
rt)
r"r
Noa:rFI 89°46'32" NEST,for a diStant:e of 274.31: -tet to a point for comer;
C5
NORTH 88°411'47" %'.S1', the u distance of 3003.1 Nct to a poirtt for comet;
K ORTtt 59°40'411)"W L•ST. for a distance o C 254.28. kat to a via!Cor comer;
50IP11-i 73°511.19"WEST,for i distance of t77•.81 ftct to a point for Corner:
TtIV.NCF SUI.TFI r!t'li'di" (VEST.e tttt>tuint, far t`ohauittl rybetween theq.tc.t l7Cidin describ'd
and the iitid 394.130 acre Jefferson County Waterway and Nat+igation District tract,ter the boundary
N ti it:t dist,.nCe of 551.11 feet to a 518" iron cod(bent) found for Orate..
rttERLE SOUTH 3P51'30'' W'f .S'1'. cottiouinb for the boundary between the tote(herein tlt Crib t
O and the said P 4.13u acre le:Mr:ion County Waterway rind Navigation District tenet, fora distance of
• 2.06.71 ;'tx,t to a 5;8" iron rad(htutt)iuund for comer:
O THENCE.E.SOCn'TFt tt2"12'54" WEST,continuing for the boundary between Ills tract heroin do c bcd
Ind the said 394.130 acts JefeMX1r1 County Waterway and Navigation District tract. Mr a dittancv of
911.39 feet to a. S"iron ret!found Tl>r areae:
n THEHCF SOUTH 1815915' EAST,continainb for the boundory between the tract heroin ter cribed
and tllc said-344.130 acro Jefferson County V4'.stetway and 4 iptiott UiAnd tract, for a distance of
'139.71 feet to a 513"irtra rod found fur comer:
fDD THENCE.SOUTH t?'0521" Wtis.r,continuing for the boundary between the tract herein described
asttt the%raid 394.130 vera 1effersan County Walcrwny and Nts1gatioa T1i9lrieL tract, for n distance of
52?.136 feet to u 5,8"iron nod found for corner,.
0
t?
.varK W.HwrrlllrOrr,ASSOrttr&.INC
•
•
?HENCE SOUTH 0S'4O'50" WEST,continuing for the boundary between the tract herein described
and the said 394.130 acre Jefferson County Waterway and Navigation District tract, fur a distance of
196.93 fest to a SB"iron rod found for comer;
'i'ltENCE SOUTH 13'25'31"WEST.coutatuing for tiro boundary betvaeen the tract herein described
g anti the mid 344.130) acro Jefferson Cuurt'.y Waterway and Navigation District Watt, for a distance 01
100.).52 foot to a point for cotter,said point being an interior ell comer of the said Cleric Retiring and
Marketing. Inc..TRACT 7 rad said corner heing an angle point is the West line of the said 394.131)
`� Jere Icf ors n County Waterway end Navigation District tract and bring the Northeast cornea'OF that
('1 certain called 13h-1385 acre tract of land at described in a "Special Warranty Deed" from Sco1pt
(D Energy Production Company to Jefferson County Waterway & Navigation District as recorded in
R' Clerk's File No.2005043069,Official Public Records of Real Property,Jefferson County,Texas and
t—c xttiti e*rncr heinq'sn the common line between the said John We.teott Survey and the ID. Polk Surrey,
Abctraa:t No_770,Jefferson County.Texas:
3 THENCE: NORTH SS'06'}9"WEST,for the boundary between the tract herein described and the said
rr 186.885 ,art Jefferson County Waterway &Navigation District tract.an+1 that ccttaitt Called 861.73S
(1 stye tract Of land, idea titled as TRACT 16, as described In a"Spetiut Warranty Dead" from Setnprs
D Energy Production Company to Port Arthur LNG Holdings, LLC es recorded in Clerk's File'No.
� 21k)4017?c)c), OtYcciat Public 1Tr11olds of Real Property, Jefferson-County,Texas, the same basing the
con-non line huwccts lbc said John Wcstcott Survey and the said I D.Polk Survey,for a distance of
2160.10 Feet to a point for corner, said comer being an exterior ell corner of the said Clark R.0llning
unrl Marketing. Inc. TRACT 7 and au intentoY ell corner of the said R61.73S acre Port Arthur I:.NG
ffolcliap.. 1,LC net:
TIil:x`10E NORTH fr4P0411i'' f.A T. for the 1+...lu,tJ try between 4ac Itnct pesos' deserihe\l ant the said
W1.73,8 .acre Port Arthur LNG Holdings, LLC tract, tete stone being the Want line of the,:tid Cluck
i...6` Relining anti Marketing.Inc_TRACT 7.for a Distance of 3349.-12 Feet to a poimu for comer:
TitE:NCE.NORTH i01'41'30' EAS'(,continuing the the bou dicy between the tract itereh de!ttibctl
0 and the$aid 361.73g acre Port Arthur LNGHoldings,Lt,C Inlet.the;name being the West tine of the
::1 start Clark Refining and Marketing, Inc. TRACT 7, for a distsitcc of 2109,88 feet to the POINT OF
t'—? Ht?CiNVINC:and containing(,31).126 Acres gross,more or less,SAVE.AND EXCEPT the following
n t+tn exact.;,thatch leaving 510.1.2.1 Acres net,more tar lass:
C
F
n
r-r
3 _AND T.XCRPT.
3
, Tract l --'Atlilcs+tnr Pard"
0
73
,w.,RR?v.wnfreurk A.l SOLloe.lKC
1/),, Legal Description: 116.974 Acre Ttact or Parcel otLand
Ftudclin Baker Survey No.2
Also known as the lobo Wescott Survey.Abstract No.725
til T.&N.O.R.R.Survey,Section No. 121,Abst:30o.2.30
Jefferson County,Texas .
• Ne.3,also us the John
C BEING a 116.97"1 acre Ina being situated in the Franklin Baker s and the t&N.O.R.R.known Suus a John
Wescott Survey, Abstract No.72S, Jefferson County.
ectioo
No. 12!, Abstract No. 230, Jefftnt;ott County,Texas and being out of bad part of thus certain aatlixl
1553.13'1 acre tract,idettt'tfed as TRACT 7,as described in a "Special Warranty Deed" from Chevron
P▪ U.S.A.to Clerk Refining do Marketing,Inc.as recorded in Clerk's Filet*.95-9505598,Ofll l4I P blic
' Rcc:ar t of Real Property, Jefferson.County.Texas.said 116.974 a•re tract bang mote Puy
r., described ss follows:
C ;VOTE:All bearings tyre referenced to the commencing call Oho certain rolled 371.719
3 ,nsrr trace of laud. ltfontifred o.t TRACT 6, at described is "Spedel Warranty Deed"
TD front Chevron U.S.A. to Clark Refining&:lturkeltng,lett.as recorder(to Clerk's Fite No,
C) 95.9565594. Official Public Re'eords of Redl Property. ,iftr.on Coro . Tiaras os'
O
NORTH 0J'7511D WEST. Ali set 51" iron rods set with o cap starved "tg W Whiteley
'O as rtssuciatrs".
CO;MMENCNO at a Gulf concrete monument found for the Southwest certttec or the.ecnath called
0.034 acre trtct of taut; as dexvribed to a deed born Port Casual and Dock Co. to Gulf Relining
Companyos rtt:cwRltd in Volume 214, Page 76, 1.>c,_-4 Records, Jefferson And said
County. Texas, 1
.Octet asst, biting the p.Isu of beginning in the description of that certain called 103.224 aeras tract,
RDeed" from Chevron 1.1..S.A. to Clod(
ot-min iicg& tarkettne.,,inc.ta recorded i,"ClcrtstNit Not`n 5505598, Official Public t!xc rd3 Of
1 $
t..+
CD 14,001 Prntiorty,iaffcrson County.Texts;
CD Til E'stCl:SOUTH 66'57'01"WEST.for:t distance a!;6016.47 feet to a SL8"iroo cod lel the tenter of a
gra Fr laud set for the mixt 'Eacatcrty garner and the POINT Of BEGINNING of the tract herein
= di-.tribrtt.
t'7
O 'i'l.l ONCE along,ant) ,with the centerline of a g m;road the follmtingcourses and distance,;: .
-. $Ut.r11-{38'40'59"WEST, ror a di,tanee of 1'S 5.99 feet to a 5,'8";roil rod stet fot cornet;
t'7 SOUTI{32'02'00'W EST, for a did tutee of 242.87 feel to a S18" itott rad sot for corner,
co
7.` SUU'l(36'14'39"WEST. for a distance of 51547 feettu a 518"iron to3 set for corner;
H
rte-,. SOUTH 21°14'36"WEST, for zdiitanc;eof 101.61 kettua518' iron rod set forcorner:
CD SOClTE1 I2°.6'27'EAS1'.far a distance of 346.4S feettoa 518"ism mil set for coma;
3
rb
r1 SOUTk4 11°34'l4^WEST, for a divtence of 592.36 foot to a 51R"iron rod set fir corner;
r-r
C)
0
b
14.LK M.WifteLEYANO,4. O'0.i►q M'G
•
SOUTH 34'5040" WEST,for a distance of 243.89 feet to a
518'iron rod set for t:om+x;
SOU'Di 66°49'SA" WEST,for a distance of 124.67 feet to 0 518'iron cod act,for corner;
0
SOUTH 80'24'l7ut"WEST,fora distance or 1:i3}3{R) feet to a 543"iron rod sat for corner,
• , tx{act for corner;
NORTH08 t)6'Ob EAST,for a distance of 1393.88 feet to a 5i''4"irtri r. a
ORTH 1n°0046'WEST.for a distance of l 21,83 fed to a 5 r iron rod set for comer;
t1) NORTH 01'13'01°EASE, for a distance.of 91.10 Frit to a 5!8'iron rod set for corner:
NoRrH 113437'20' EAST,for a distance of 305.54 fact to n VS" iron rod sot for cornu,
3 NORTH 36*14'08" EAST.fat a distance of 105,82 feet to a 518"iron rod set for conttx:
@ NORTH 58'48'12"EAST,for u distance of 81.23 feet to:518'iron rod set for corner;
r-r
O NORTH'71'57'14" EAST,fors distance of 518.04 feet to a 51"icon rod set fig carter;
-°C
NORTH y I'!10'Od"CAST,for a distance of 406:17 feet tb a 51$"itan roil sir for corner:
SU 'l Ft 77'=24'40" CAST, For a distance of 31.65 feat to a 518" iron rod set fur corner,
S'.3U'rti St,''S}'4W'EAS1'. for a distance of It 1.39 feet to.a 5t3"iron rod$et Cur corner:
S bill 77'37'46"EAST,fur a distance:rpt 65.25 fret to A 315"icon furl set ton corner;
NORTH 79716.56" EAST,for a distance 01'441.61)feet tt‘A k'3'iron to i for comer;
rD
v1 SOUTH !37'26':12"EAST,for a distant:of 18.97 foci w a Sri"iron rod set Or corner;
0
SU(.tCH 66'15'11" GAS'T,fur u diatsn.:euf3��3 EEK toa 5/3"iron roti ser air corner,
Q
itKi it-t, SOU.t:itt 5jO04'19` t`A51',continuing irking and with the centerline of.0 vas;road, Ow a
distance +lf 337.65 Fact to the PONT OF' BEGVNING, and containing 116,974 AC:RES,n,ort or
first.
t—)
CC
A'(D SAVE ANS£XC tT
(1)
'F'rset L—"Water Tresttneat Facility"
{•) Legal Dest,'riltlion: 2.728 Acre Tract or Parcel of Land
O
'O
qut•tU of it
wa%w.iretTBCLYAND.A.UOCG1+Ll;tNr
fit) Fran flti tial cr Survey Nu,2 M.735
A.Iso known.as the John Wescott Survey,Abstract
Jefferson County.Texas
O No.2,also known u the John
BEING a 2.7211 acre haat being situated in thw Franklin baker Surrey out of also kart n Chat a So
—t
Wescott Sauey. Abstract No. 735, Jefferson County,Texas and bans
daill
called 15'53.182 acre tract, identified as TRACT 7, as described in a''Sptcial Wort.ttrY Db" from
in Oak's Elle
Chevron ulleU.S.A. to Clark RRcvtiPPrrope Property. 1 Person County,Texaeling, Inc. as ass, said 2$atmltract being fiort
-� C)11!iei:1l Rrblrc Records Pr
particularly d xihcd as follows:
CD
ti'(>Th Alt bearings era r�terenced ry the commencing call of+hat certain called 3:1.719
a rc tract of land. rctenttj3rd a5' JWACI'b, nt described in n "Special Warranty-Deed"
%roar L:bc�ro.n U.S.A. o Clark Refining&llurlcuting_Inc,os recorded to Clerk's.Fite No,
V3•95US5 '& Official Priblic Rectords of :Ceti Property. Jrstomped rson nor ry.5'V. tS'h.srlo.
NORTH'Ort5'3 t" IMI*.r• Al;set Sip from rods ser with a cop
t'D ey
&.4 cruciates".
r^r
ncommENCti�G at a Gulf concxete ntonurnent found for the Sou
Southwest comet of lart
hul certain carted
O
ing
� 11,())4 acre tract of land a 4 described in a deem aced Recotels,eJef'fe�ts0 JCo y)1,1rtTeeasE and 11.,13
Carnpatw as recorded in Volume 219. F:;lie 76, tine r f5'st chain calieil 103/24 arra tract.
comer a1 to being tiro point of binning in the description
iduuifird ns TRACT 5, as dctihed in it "Special Warranty Deed" from Chevron U.S.A. to Clark
Refining & Marketing, We, zs recorded in Cleric's File No. 9r')505598,Official Public ReeOrtls of r
Real Property.letTenort County,Texas:
THENCE No[tlf 71"i025" WEST. cur s distance of 7136.92 feet to a 513" icon rod set for the
t-I Southeast comer and the POINT OF BEGINNING ofthe tract herein dc3cribett;
CD
Nl'kt4:,\('6:NOR'fl[ tft'0c4'11°W1 S f.for a Sir.Gtrted of 135').3l fit lou S;S'iron rod tel fur currier,
VI
O THENCENO[rF[111.7'43' EAST', for a distance of 951.47 fact to.n 51,g''iron rod set for comer,
0, 'Ill E'EC E SOUTH 70°0S'06"EAST.for a distance of 9129 feet(c r 5!8'hoar t set for corner;
THEN CV. SO1.;Y1{ tCi'fS'l4"EA5'f,for acliKs+trtc-eofS9.t3S feet W a 5:8"kon cod set forcorner;
( THENCE SOUTH 12'2','()65'` WEST. for a distancc of 563.5l ft to the POINT OF BEGINNLNG
co and containing 2.7_4 ACRS,mote or lebs. -
Swrveyed amt fury 11,2008. This losll description is being submitted,alone;with a plat bayed on this
CO• Mir, . 12
:-i OF F ,
� r . -.
CO . • THOMAS S.Rows
Thoma. S. Rowe,RLS No. 5722 ''';
Q .:uretarr...IS1.5stau.w2Me N,{;',ru3.2d^2,*..,S.,
:54,:i\ -r
. t
..— 3WX W.WNUn szt rAND.ssocur[.wt.
ea EXHTBrf"A"
O Tract ti
t.e.gai t eNt:tiptiurt'. 2RM36 Acre Tract or Parcel of Land
O B.0 Arthur Survey.Abstract No. 61
C Jeffcxson County.Tes .
M
q 8EtNC a 28.036 acre tract or parcel of Land situated in the R.C. Arthur Survey, Abstract No. 61,
n Jefferson County.Texas and being out of and pati of that certain Oiled 40.511 pert;tract,identified a>;
Mp' TRACI' 4, us described in a "Special Warranty Deed' from Chevron L.S.A. ter Mari Refining.&
- Marketing. inc.as recorded in Clarks File No. 95.9505593,Offi>xsl public awards of Real Qcoperty,
Jefferson t'ounty,Texas.skid 24.436 vete tract being more particularly described as follow3:
CD rpt,11:::Il!bearings are A:ferenred al the commencing coil of that certain collet 371.719
3 acre tract of land identifie,f am TRACT 6. as described in a "Special Warranty Deed"
CD
,frost Chevron U.S.A. lo Clark Refining cfc Marketing,Inc as recorded in dierk's Pk No.
y5•t150559X, CJJ/iciaf Public &rnrds of Read Property. Jefferson County. Texw its
p ,\C7RT1.1 01"1.V,3 i" Iv ST. Aft set 54,1"irart runs xt'i%rill'a cap stumped.W}r..t'itcic'v
73
tr, .&rsririales'.
COtthrENCI'G at a Gulf eeotsretc monutttunt found t'or the Southwest canter cif that certain called
1).1).14 arra tract tit' land as described in a deet! from Port Canal and Dock Co. to Gulf Refining
Company at recorded in Volume 2.It.), raga 7G Deed R.ccordtt, Jefferson. County. Texas., anti said
taornet also beim;. the point of beginning in the description ofthlt certain called tO3.24 acre tract.
!`1`:"6 6°1 ' Yui,\C T S. e't de"ettl'ctt in :t "Special \4arranty Ocm tl" from Cltevrtut U.S.A. to Clurk 1
Relirtinir & Marketing. Inc. •as recorded in Clerk's File No. 9S.950559S. Otlieial Public Records or
t..., Reit Property, Jefferson County,Texas turd said toter heiag is the Northwesterly lint:of that certain
ro
u:diced 254_rli acre tract.identified ;t;+"Pnrcel C .us dcscribtxi in a"Special Warranty Reid' from J.S.
C--ii llullylieL, Ttu & 'c, to. Rice-Carden Corp,nation a.$ recontal tat Vututnc 1739, Pack $45, Deed
ORett itis.leffersan.County,Texas'.
THENCE NORTH 41°13'1l0" I:c\S i, aliastint with the,Southeasterly line of let said TACT S anti
2 ter:ti.rtl,•..e cel y iiikc 0 tau:raise 15t)A' acre Rice•Cardett Corporation tract:111r a distance of 11(.93
few to u Ciulf concrete rnurtumc,tr rotmd for tt,e Most Southetlycarncr or the sic Clark Refitting L&.
Marketing. Inc.TRACT 4:
n THENCE NORTH 4I'0'45' (iAS1', for the bound;,rjy between the%sire:TRACT 4 and the said 2S9,Cr
r� acre Rice-Curdcn Corporation tract,for a tlutnnt:e t f 601.47 frees to the POINT OF BEGINNING o
R- the tract I:errin described,and from said currier a chain link fence post bears NORTH 4r33'504 WEST
a dtstanco of 0.41 stet;
r�r
(a TUE14CE NORTH 49°35'50'WEST.over end across the said TRACT 4,for a distance of 984.77 feet
3 to a 5%S"irott roti ser for totter,said corner being in the common line between the said TRACT 4 and
rte., that certain called 554.093 acre trua, identified as TRACT 3.as described in a"Spetsz al Warranty
n Deet" from Chevron U.S.A. to Clark Refining do Marketing Inc,as married iu Clerk's pc No. 95-
0
L _pawl OU
MANIC W.wonnuinlearA.tSOCIAM,tIC
•
9505598, Official Public Records of Rt al Property, Jefferson County. Tt:xss+ lift: aatnc being tUc
Nonhwestrty right-of way line of that portion of the abandoned West Sevectlh Sheet:
Q THENCE NORTH 41'17'24" EAST.fur the boundary between the said TRACT 3 and TRACT 4, for
- a dlstanv'e sat 1242.47 feet to a suits-at "X" in concrete found for corner,said corer being the moat
gNortherly corner of the said TRACT 4.
• THENCE SOUTH 48°42"36" EAST.along and with the Northeasterly line.of the said TRACT 4 and
the.Sauthwesterly right-uFwuy lion or a 150 foot wide County R .fur Y distance of 98833 feet to a
('a point fur corner, slid corner being the molt Easterly tomer of the said TRACT 4 and the must
{p tlurrtteriy corner of the said 75.4.1)2 acre Rice-Carden Corporation tract and fon said corner a found
A-— Gulf concrete monument()eaning)bean SOLrTK 749)4'04"WEST o distance of 0.75,feet;
• THENCE SOUTH 4r13`45"WEST. for the boundary between the test herein de,t:ribed wxl the said
N 2S9.02 acre Rice-C'srdcn Corporation tract, the same being the Southeasterly line of the said' RACT
4, for a di+ince of 1227,15 feet to; the POINT OF BEGINNING and e,onmming Z8.O10
r-r
ACRES,more or less.
o SurVYt,t on July 17,2t)08. 'tliti Iegal description is hying Submitted,hong with a plat based on this
it"Cy, r
Z'ht,n,as S Rowe.BPLS No. 5723
I.. ,,. , D r,m:eAtR4-lnvx 4 7ti0A-1x .10Wt"s.
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rte.,
CU EXHIBIT"A"
at
72 Tract III
0
=' Lep! Description: 2.632 Acre Tract or Parcel of land
t'7 B.C.Arthur Survey,Abstract Nu.6t
0 Jefferson County.1t s
-7.."..,
•••7. BF.I,NC a 2.631. oar tra,:t or parcel of land situated in the S.C. Arthur Survoy. Abstract No, 61.
(s's Jefferson County,Texas and being out of and part of that certain called 371.719 acre tract,11cntified as
CD TRACT' 6, as ticscribtd ata "Special Warranty Deet" from Chevron U.S.A. to Clark Refining &
7 !rLicketing, Int:. 3.3 recorded in Clerk's File No.95-9505598,Official Public Rceot:ds or Real Pcupc'nY.
I. Jefferson County,Texas:s',tid 2.6)2 acre tract being more particularly described as follows:
r-r
CD NOTE..411 bearings are rt;/arcnctd to the commencing can of;hat certain caned 371.71
9
,,,1 ,ir:rr truer, of land. idrntificd as TRACT 6. as described T a-"Special Warranty Deed"
CD
from Ch+:vruu (L .S. , +o Park nefreing c&ifarketing. Inc.as recorded in Clerk's File No.
r*
r) 4•_4}t75593. Official Public Records of Real pruprry Je,Qet3on County. Texas as
0 NORTH 01'1511" WEST. Alf sat Si." iron nods scs ~tint a cap stamped "M.W. White/cry
C'ONINI ENCINO to n Gulf'concrete monument found for lho Southwest comer of that certain called
, Q.014 arta tract of land as described in a deed front Port Canal and Deck Co. to Crulf Refining
i Cotnpuny as recorded in Velwae 219, Pape 76, Deed Rccxds, Jeffer;on.Cuut)ty. Texas, and said
corner ulna being the point of beginning to the description of;hal certain callai 103,224 acre,tract,
i,feutitied ;e; Tt2.tCl' 3. n,; Q, ctibed inn a 'Special W trrrnty Dtvx1" from Chevron U.S.A. to Clark
Rtlitti:tg& Mart:cans. Inc. ;ts r.eordk:d in Clerk's File Nit. 95.9503598, ORit:ial Public Records of
t1
(1) Rail rru1 petty, Jtile.tu,n Counly,Tcxas ern!said corner being inthe Northwesterly line of that certain
.41 culled:5'I.f1' .tett:tract, i,lecttifiKi as"P:trccl C". al described in s'Specia1'Warranty Darxl" foam S.S.
Holly ftt1 , 'frtn,tet:. to Rice-Canino Corporation as rt;t:ordo.1 in Volute 1729, Page. S•45, Deed
Rceurds.Jefferson County,Texas.
O
THE CE NORTH 12"57'34" WEST Cur a distunca of 10543.01 feet to a 5/1.4"Trott cod found fur tl;r
C m,lit Easterly comer anti the POINT OF BL C:INN I NG of the trait herein described:
T(lescc Stlf:Tit ri?"4'07' WF.S'r,fora distance uf't 453.79 feet to a 518"iron rod acr for corner.
C-- THENCE St)tdTll 71°06'40"WEST,firr a distance of 370.93 Cuet to aSir 'run rod set far corner:
THENCE SOUTH 66°03'15'WEST.fur a distance of 51.92 feet to a 5'#t'irao rod sat for corner.
1-4
rr--r TIIENC:E Nowni i7$°Stl'l8" EASY, fora distance of 75.79 feet to a point fot corner,said coater
11)
bring to the Nurthwatterly line of the said'I'iukcl' 6 arod in the Southeasterly tine of that certain tract
of lath! identified us"Current IelFsrxrn County Assessor Parcel Number'49400-400.061270(000O.0
.-1, as dt cribet#in a "Correction Deed' (rum ChcvnmU.S.A.,Inc.to Texaco Downstream Properties rrrc.
in
0
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M.agYw'.w rrrr£rnvoAssOC'Ams,N,'
•
fD es recorded in Clerk's File No, 20tJ7t)11535, Official Public Records of Rte.Property, lcfftrson
{a County,Tcxis;
g THENCE NORTH 2444'30"EAST, For the boundary between the tract herein described and the said
l'exaea Downstream Pmpertiea Inc.tract.the same being the Northwesterly line of the said TRACT 6,
for a dist;utce of 398.67 feet to a point For corner,
•
• THENCE:NORTH 6?"26'24"EAST continuing for the boundary bdWCxn the tract herein describer:
and the raid Texaco Downsrrwtm Properties Inc. tr u:t. the saute hcingt'the Northwesterly line of the
said TRACT 6, for a tlistunue of 1432.33 fact to a point for corner,front said corner the most;loathed
CD corner of the Arid TRACT 6 bears NORTH 621614" EAST a distance of 184.54 feat;
,..a 'rii£i`4C£SOUTH 26°5 r54" EAST,over and acrnAtt the said TRACT 6,passing nt a distance of 9.93
• = icct a V iron pipe found for reference and continuing for a total tttakance of 70,64 fed to the POINT
CDOF RECINNINC and contui ning 2.632:ACRES,more or less.
a Surveyed on July 17,.200 8. his legal description is being submitted along with a plat bawd on this
0 ,'_gr .F�
3lxmu�5, E( wc, R LS No. $728 572S
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EXHIBIT "E"
LEGAL DESCRIPTION
of
FHR PA (Flint Hills)
(Resolution No. 16-345)
11
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 758.6(1+ 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. 16-346)
The Property Owner is Motiva Enterprises
12
I of 4
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 Enterpnses,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 112" steel rod with cap marked"J.R. HODGES #4583" located on
said Westerly Right-of-Way Ime and the East line of said 2079 65 acre tract of land,
THENCE South 50 deg 44 min 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 min 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 mm 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 mm 53 sec East a distance of 31 59 feet to a 1/2" steel rod
with cap set located on said middle West line 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 min 53 sec. East along the lower North Iine 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 m the herein described tract of land,
THENCE North 39 deg 15 mm 53 sec East along the most Northerly line of this tract a
distance of 163 32 feet to a I/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 min 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 min 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 min. 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 min. 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 min 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 hes 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).
MAILS
TYre*omen FYI Drh A motion M iAOC'Irf PRhpoK+irthar Ort:weal
bmended norm of W.17"Balm he wilt ase etsve7h W Rv.d n the went
roe of Sal+"'Rawl so ih.—!ed each 6 Tarard Rood fsoo Mrlbrrn ee
CheurOomi FIRM Road)b Pe meth TM dMrWom et web Oeeoll Ta
( 4W(KI by SW 0'e-rM.1wOtl WON stet of a feet bomrded
IS{ b W.1¶eRes&brerun*,Bouts IA'Mai of tie r{Toward Amide
,meth,and 8*eesnn row**ow an a b flet Ink.The epPrmd'ntt
el„erdtar d■ur.mail Mei w e07(tsa;by*Of(E-W
A mew A Me*fencsn Fatly ell ales ti en a Daflah d k eve's a®rto
. 711*teamed bounded north of Te.nard Med b t+n atc%.lad d Sam
N'Rotl Etth.•WI.VOW of tlafNT Rad bDr wet e14aia)dM
RL+aed Tgda b the met..Ther de*set@ns of!h Dred en K'OraraTMaY
200 Qiq by 60'(SW).
The CYQ nth%rood wv.n of Te 8JrabS en tie aeeved Ceps of T1s EffN
amok=he pallor.'of Atoliva't proverb or lottn M RYdm3an Feoey t
tamest l m Its mettle.
•
1 '
{
•
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
( . •
Jane 51 1998
Legal Description:Tract I:
Port Arthur Terminal
Film Code No. 102-84-1325
Page No. 6
l
)3EING a 113.822 acre tract of land out of the John Bennett, Abstract 70, a 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 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' 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 most Northerly corner of the tract herein described with T.S.C. coordinates of y
13891064.041 feet and x 3568248.578 feet.
TECENC 5 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.
YHl`.NCE 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 518" iron rod set at the P.C. of a curve to
the left with a long chord that bears S I7°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"rcbar found at the P.C. of a curve to
the right 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 7I.50 feet to a 5/8"
rcbar 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 159.72feet 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" rcbar 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 feat to 0.5/8' rebar found;
S 87°35' 05"B 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.
• ;TARE W.WHITE EYAND ASSOCIATES,nvc.
•
PAGE 2
.'Legal Description:Tract I . '
•- - Port Arthur Terminal •
• -Film Code No. 102-84-1325
Page No. 6
TH.•NCE S 03°43' 14"E along and with said line a distance of 356.59 feet to its
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°28' 34" W a distance of 364.49 feet;
S 22°45' 05" W a distance of 500.58 feet;
5 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' 11"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 line 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.
TB:ENCE along and with said line of mean high tide and said Turning Basin as follows:
N 43°29' 38"E a distance of 468,78 feet to a point;
N 35°58' 24"W a distance of 137.07 feet to the Northwest corner of a concrete dock;
N 50°40' 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 corner;
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.
'WINCE N 02°24' 55"E 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 518" 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).
MARIE W.WHtrz( YAND ASSOCYATES,INC.
•
•
PAGE 3
Legal Description Tract I '
Port Arthur Terminal '
film Code No: 102-84-1325
Page No. 6
r
THENCE ISI 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.
THENCE S 87°36' 06"E a distance of 18.21 feet to a concrete monument found.
•
TAFNCE 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.
'1'.t3 NCE N 36° 43' 07" B a distance of 959.69 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=33567241944 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. •
7.11ENCE along and with the East end of the Turning Basin and said line of mean high tide as
follows:
S 79°31' 36"E 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.
TK r.NCE N 02°24' 55"E a distance of 558.58 feet to a.point for corner on the South end of
said Slip No. 3.
aux. W.WIIIMLEY,uvpA.SSOof xm . -------J
•
PACE 4
Legal )esc ription: Tract I
Pprt Arthur Terminal
•Pi rn Code No. 102-84-1325 •
Page No. 6
TACE 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°357 05"E a distance of 37.50 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 Iimits, 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.
•
4,t h- s r�grF.�9�
� � fid'
• M.w. WFit7ELEY
Mvd JJ'.90 363&-i +v;4t•
Mark W.Whiteley,RPL.S No. 3636 suR`! •
w:,woiuxsrnx -aboc
}
_ <
MARK W.WH17ELEYAND ASSOCIATES,MC.
1
• t
June 5, 1998 •
-
Legal Description: Tract a
535510 Acres (called 535583 Aotcs)
National Station Propetty
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 Iand out of and a part of that certain 53.5583 acre tract
out of the, BBB.&C.RR, 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 Refining
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 are 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 east 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 Fifteeritii Street for a distance of 10.56
feet to an "x" in concrete found at an Eu comer of said 53.5583 acre tract, same being in the
south right-of-way line of said Fifteenth Street;
line of
'z'1LENCE South 53°22'12" East along concrete
h the most trete monumear southerly
disk fo�ind at an Eticorner of
53.5583
acre tract for a distance of 697.36
said 53.5583 acre tract;
TTR)ENCE North 36°37'20"East along and with the most southerly northwest line of said 53,55£3
acre tract for a distance of 1807.80 feet to a concrete 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;
MARE
w.wp AkD ASSOOTA INC.
PAG 2 . .
Legal Description; Tract II '
53.5510 Acres (called 53.5583 Acres) •
National.Station Property
B.C.Arthur Survey,Abstract No,61
Isaiah Bray Survey,Abstract No.401
Jefferson County,Texas • ,
THENCE South 36023111"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;
•
T13EI`TCE South 53°24'03" East along and with a northeast line of said 53.5583 acre tract for a
distance of 149.48 feet to a 5/8"iron rod found at the cast corner of said 53.5583 acre
tract,same being in the northwest right-of-way lint 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 RngIe comer of said 53.5583 acre tract, same being in the
northwest right-of-.way line of said West Thomas Boulevard;
. 'MEN= South 23°14`32" West continuing along and with the southeast Iine 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 comer of said 53,5583 acre tract; same
being in the northwest right-of-way of said West Thomas Boulevard;
TEENCE South 3603T09" West continuing along and wiith the southeast Iiae 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 an angle corner of said 53.5583 acre tract, same
being the northwest right-of-way line of said West Thomas 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 comer of said.53.5583 acre tract,same
being the intetsa.tion of the northwest right-of-way line of said West Thomas Boulevard and the
northeast right-of-way tine of State Hwy 82, also known as M.L. King Drive(120 feet in width);
1-Lout W.wzomeLsrAimis.ssocarE4 INC.
•
•
PAGE'3—
Legal Description: Tract II
53,5510 Acres (called 53,5583 Acres)
National Station Property •
E.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 cast 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 J3EGLNNING,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 no:e description is being submitted along with a plat (Exhibit
"131 based on this survey.
ek Wt. ,*
ocy:,G * R`S'1.7
41/411 I M.W.WHITE EY 4.
4-44 po2636 �r .Matic W.Whiteley,RPLS I lo.3636 •vs s °�'.td,f
•
•
MARK W.WRITE.I.EYARD ASSOCIATES,INC.
•
June 5, 1998"
•
Legal Description: Tract 7II - 44.2161 Acres
National Station Ext.
B.C.Arthur Survey,Abstract No. 61
B33,B.&C.R.R.,Abstract No.92
Isaiah Bray Survey, Abstract No. 401
Jefferson County, Texas
BEING 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.BB.&C.R.R., 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. 102-84-1325, Page 7, Official 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 cast 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;
North 00°32`06"West along and with the west line of said 44.1180 acre tract, same being
THENCE
the east right-of-way of-way line of said State Hwy 87 for a distance of 85.04 feet to a 5/8" iron rod,found
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, sante being
the south line of said State Hwy 87 for a distance of 87.19 feet to a concrete monument with
i k
found at an angle corner of said 44.1180 acre tract, same being in the south right-of-way line
f
said State Hwy 87;
• •
buns w,w LthD A locum%nvc.
I • G:2 . .
•
bcscriptioa:,A. Tract M - 44.2161 Acres
Legal
National Station act.
B.C. Arthur Survey,Abstract No. 61
Abstract No.92
Isaiah Bray Survey, Abstract No. 401
Jefferson County,Texas
•
THENCE North 60°53'06"East continuing along and with the north lint of said 44.1180 acre tract,
same being the south right-of-way line of said State Hwy 87 fora 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 661'07'53"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;
SCE North 5002935`last 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"
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 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, sante 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°43'0 " 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-o£wayline of said
State Hwy 87 and the west right-of-way line of Terminal Road (60 feet in width);
i
•
MitzacW W Z EL.Eret.D ASSOCIATES,INC.
- 1
PAGE 3
Legal Description: Tract BI - 44.2161 Acres
National Stat%oz t. •
13.C. Arthur Survey,Abstract No. 6I
B.B.B.&C.R.R.,Abstract No. 92
Isaiah Bray Survey, Abstract No. 401
Jefferson County, Texas
•
THENCE South 06045155" 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 518" iron rod set
at the southeast comer 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;
•
IIIENCE North 53°17`14"West alone and with the southwest line of said 44.1180 acre tract,-same
being the northeast line of said State Hwy 82 arse tract, a distance of 2339.26 feet to the PLACE
• pE BECINV G•, containing 44.2161 acresof land, more or less.
Surveyed February thu Tune, 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.
or'
M.W; WHITELEY
4 3635 ger
I
ko,
Mark W. Whiteley, RPLS No. 3.636
miWORDLSTARITRtCT/11- N
•
EiAICK Fi'.
WEMBLEY AllID SOC ,INC.
June 5, 1928
•
Legal Description:Part of Tract VI, Parcel A
Pipeline
Plim Code No. 102-84-1325
Page No. 12
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.
TRFNCi 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.
ZBENCE S 0°3 1' 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 of346.94 feet to a point for corner.
' NCE N 0° 31' 04"E a distance of 2717.83 feet to the PLACE OF BEGINNING,
contarnm' g 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.
j \JQ6J9‘ �4t i rEIgt Ati,F+ 4
tfrdfe5i"'Ii.t. WHITEL EY
Mark W. Whiteley, RPLS No. 3 63 6 '
•a V ;
w:�woxrysrnxM$12-o.tioc \ -„po 3 �r�
MARK W. wartEr&r `�%c,�Y= cLeir23S,AC.
. .,. .
June 5, 1938
Legal DcsQription:Part of Tract VI,Parcel B
Pipeline
Film Code No. 102-84-1325
Page No. 12
BEING a 7.256 acre tract of land out of the B. B.B. & C. R.R. Survey, Abs
actbeing9, andpathe the
he W.
Kyle Survey, Abstract 412, Jefferson County, Texas. Said 7.256
acre tractfollowing 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 I 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 BEGLNNING of said tract is 2° 28' 25" and the scale factor
is 0. 9999177.
BEG WPI NG 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.
TI3JNCE S 0° 31' 07" W a distance of 123539 feet to a concrete monument found in the
North line of 9th Avenue 120 foot right-of-way.
ng and with the North lino of said 9th Avenue at 98.69 feet pass
an 4" bolt N 53° d n 59"continue on a total distance of 309.39 feet to a Texaco monument found.
an 1 '/�" found and
THENCE N 0°30' 54"E a distance of 129.389 feet to the PLACE OF BEGINNING,
containing 7.256 acres of land.
I, Mark W. Whiteley, Registered Professional Lsnd Surveyor No. 3636 in the State of
Texas, do hereby certify that the above field note description hcoy s�dly reflects
l ects previous
corners found or reset based on boundary survey performed
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 it B thruJu) ne, 1998.
8
This field note description is being submitted along with a plat(Exhibit
this survey.
a!=
14.74,p s
7
: ' 00 r
IAP 9 3636 Q• .
Marie W.Whiteley,RPIS No. 36 !Ho V Pio ck;r
W:IWORDISTA11979a2-1.000
hfitttE W.FirliM'ELEX AND A.ESOCIATSS,INC.
. 1
Juno 5, 1.998
Legal Description: Part of Tract VI, Parcel C
Pipeline
Film Code No. 102-84-1325 '
Page No. 12
I3EXNG 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 BEGtNNXNG
of said tract is 2°2.8' 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.
TrIPNCE 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.
�E�;NCE N 0°31' 26"E 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 2.2 of the Jefferson County Plat Records.
TIT NCE 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.
•
RARE W.WIZITEIZYAND ASSOCIATES,INC.
PAW.2. •_ _
Legal Description: Pat of Tract VI, Paxbel C
Pipeline
Pant Code No. 102-84-1325 ••
Page No. 12
f
THENCE N 49° 48' 48" E along and with the Southeast line of said 0. 953 acre tract adistance
of40.07 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.
Tal NU.El 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 corner of a 2.13 acre tract more particularly described.in Volume 177, Page 59 of said
Jefferson County peed Records.
•
Tid.1 I CC S 0° 31' 26" W along and with the South lint 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,
113ENCE 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.
TD'F,NCE N 36° 36' 35" E along and with the South line of said Lot 6 a distance 01 41.24 feet to
a Texaco monument found in the West line of said Kansas City Southern 100 foot right-of-way.
TUENCE S 40° 08' 45" E along and with the West right-of-way of said Kansas City Southern
100 foot right-of-way a distance of 41..11 feet to a Texaco monument found.
7.'iNCE S 0° 31' 20" W a distance of 3 083.49 feet to the PLACE OF BEGINNING,
containing 10.946 acres of land.
I, Mark W. Whiteley, Registered Professional Landescription
s ti Surveyor
correct636 ty reflects the previous
e corners
Texas, do hereby certify that the above field po
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. •
0
V\
\X✓ Vv) I I ,4c3I-17''4.e6":'.+:9.k4
.'� "Ilir M.NY. WHITELEY I.• ,
v•'
Mark W. Whiteley, RPLS No. 363 6 1<`9 3636
a 475 Q'.
wAyecm sr o r.024 ooc %.ff f t t 1?'e r
St1tx ,
' . �
hLeRE W.WHITELE1"AND 1 SSOC(ATES,INC.
rune 5, 1.998
Legal Description:Part of Tract VI, Parcel D
Pipeline
Film Code No. IO2-84=1325
Page No. 12
BErNG a 1.067 acre tract of land out of the B.B.B. & C. R Survey,
1.067 ey, abstract 80 and the
re also being
B.B.B. & C. R.R. Survey, Abstract 79, Jefferson County, Tt
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, Jefferson 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 a 3565814.928
feet.
TEENCE S 40°09' 57" E along and with the East line of said itance of r 2.13 acre tract
and the 1d feet to
line
of the Kansas City Southern Railroad 100 foot right-of-way
Texaco monument found in the North right-of-way line of the 40 feet wide Stine Et.oad.
T�i7+,NG 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 hne of said 2.13 acre tract.
,.NCE N 40° 11' 24" W along and with the West line of said 2.13 acre tract a distance of
1180.68 feet to a 5/8" tract 80 and e South line of at the NorthwestdeOlrneofas�aid 2�3 acre League,inney rciand the
North line of said Absbeing
TI3ENCE 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
',LACE Or 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
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. U1A)
i tri Z1 Tari sA.
Y �
Mark W. Whiteley, RPLS No. 3636 3636 a.
wAwunnNsrnxb»o244 `r\'?of Grp',
/ilio w,Wg Fr.FYAND AS �L y••
June 5, 1998 ' •
Legal Description:Part of Tract VI,Parcel E ti •
Pipeline
Film Code No. 102-84-1325
Page No. 12
BEING 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
G T.S.C.
aid Allct acreages
age shown
and the
are
grid. The theta correction at the PLACE OF I3EGII�tNII�!
• scale factor is 0.9999232. •
BEG LING 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 es Tract No. 9 on the
Texaco Inc. Map No. 15-655.
THENCE 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.
'i' J NCE 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 Hl8hway No347 orner oaTract"tin as described
e on a total
distance of 5992.64 feet to a 5/8" rebar found at the S
in Volume 1150, Page 624 of said Jefferson County Deed Records.
PNCE N 53°21' 30"W a distance of 58.19 feet to a 518" 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 line of said 2.92 acre tract at 314.37 feet
cross the North line of State
the Northeast corner of said 2.92 acre tract.total distance of 3802.00 feet
to a 5!8" rebar found at
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.
MARK W.WSITELSYANND A8SOO1ATSS,INO.
_ --
. .. PAGE 2
Legal Kesel ptian!Pert of Tract VI, Parcei B
Pipeline
Film Code No: 102-84-1325
Page No. 12 • •;
'EttEriCE N OS° 52' 26" E along and with the Fast line of said North-South Kansas City
Southern Railroad 50 foot right-of-way a distance of 2140.70 feet to the PLACE OF
)3EGINNJNG, 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.
DFS
OP IF.
1 Lik dm?" q-`0
hi.W. WHITELEY •
Mark W. Whiteley,RPLS No.3636 3&3b Q.'
W;\W O RD�,STAR\97902-KDOC
' �`fSSl°?'-lir
• S tJ R`?
•
r
gARFC W.wErrpr.rYAND Ab'SOCIA.TES,INC.
.
.. .,
June 5, 1998
Legal Description: Part of Tract VII, Parcel A
Pilni Code No. 102-84-1325
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.
•
BEGINNING 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=3567339.820.
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 3 and in the South line of Lot 5, Block 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.5/8' rebar
found at the Northwest comer of a tract of land more particularly described as Tract 1-F in
Volume 600, Page 512 of said Jefferson County Deed Records.
T BENCE 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 tine of the Memorial Boulevard right-of-
way. /
TI3:ENCE 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.
•
MARK W. WHITELEsYAND ASSOCIATES,INC.
• ' FAG;2 '
Legal Description: Part of Tract VII, Parcel A
• Filra Code No, 102-84-1325
Pag6 No. 15
TBENCE 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.
TF-gr CE 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, Mask W. Whiteley, Registered Professional Land Surveyor No. 3636 in the Statc 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 rune, 1998.
This field note description is being submitted along with a plat(Exhibit"B")based on
this survey.
illyk
pre'Al s t 4-4•e!,:r.s,
A •`Iij M.W. WHITELEY
Mark W. Whiteley, RPLS No. 3636 .° 3636 P: .,
W:i�VORD�S rf 8197902-P.DOC \c N.o o-c:TO
%"v4;oytss f��'.'
sUR
MARK W.WHITELEY AND ASSOCIATES,W
June 5, 1998 •
Legal)Description: Part of Tract VII,Parcel B
Film Code No. 102-84-1325
Page No. 15
•
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. M acreages
shown are 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
THk,NCE 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' 3'7"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" mbar found in the South right-of-way
line of Memo rial Boulevard.
THENCE 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 33.31 acre tract a distance of
1122.13 feet to a 5/8" rebar found.
•
MARK W.WHITELEYA.ND 4.550CIA2W9.INC.
•
PAM 2 . '
Legal Description;Part of Tract VU,Parcel B
Film Code No. 102.84-1325
Page No. 15
THENCE S 53° 19' 06" E along and with the South line 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.
THENCE 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. •
113ENCE S 53°22' 46"E along and with the South line of said Park Place No. 3 Subdivision a
distance of 3939.50 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 PlatRecords.
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 518"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.
Tb..eiNCE 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. 2
'n NCE S 03°20' 11"B a distance of 183.12 feet to a 5/8 ' rebar found at the Southwest
corner of said City ofPort 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 518" rebar found; •
N 83°06' 49"E a distance of 26.79 feet to a concrete monument found;
S 53° 54' 05"B 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.
_ K U K W.WHI7`ELEYAND ASSOOMTE8,INO.
•
(,
Legal Description:Part of Tract VII,Parcel T1
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 of,
1815.47 feet to a 5/8" iron rod set in the North right-of-way line of said Savannah
Avenue. •
TIEENCE N 53° 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.
TB;ENCE N 43°30' 16" W along and with the North right-of-way line of said Savannah
Avenue a distance 0E143,05 feet to the PLACE OF BEGINNING G containing 966.164 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 cdrrectly 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.
•
•
.W W}ffTELEY
i
.
Mark W.Whiteley, RPLS No. 3636 `�''4:0 3636 2636
W;1WQF.D\STAR197902-C.DO' •4'6�4«••'
SUR - '
V
1M1tK W. WHITELEYAND ASSOCIATES,INO.
Th
•
•
•
• I ..
June 5, 1998
Legal Description:Part of Tract VII, Parcel C
Film Code No. 102-84-1325
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 Centra:
Zone, Lambert Projection, NAD 83, hereinafter referred to as T.S.C. All acre-ages shown are
grid. The theta correction at the PLACE OF BEGINNING of said tract is 2° 2S' 35" and the
scale factor is 0.9999097,
BEGINNING 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.
T1.LENCE N 53°23' 11" W along and with the North right-of-way line of said Savannah
A.yenue a distance of 1353.38 feet to a concrete monument found (broken).
rth
line of
Savannah
Avenue distance of 326.14 feet to ac onwto ete monument found in the East line of 25th Street.
Avenue a
THENCE N 36° 33' 20"E along and with the East line of said 25th Street a distance of
1825.24 feet to a concrete monument found in the South line of the City of Port Arthur outfall
canal tract.
THENCE along and with the South line of said City of Port Arthur outfall canal tract as
follows:
S 53° 20' 46'1E a distance of 1242.73 feet to a concrete monument found;
S 37° 06' 26" W a distance of 21.61 feet to a 8" x 8" concrete monument found;
S 54° 07' 22"E a distance of 183.51 feet to a 8" x 8 " concrete monument found;
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"E a distance of 101.44 feet to a concrete monument found in the
West right-of-way line of said Zwolle Boulevard.
•
mum W.WIZITELIIY AND ASSOCIATES,8,INC.
' ' PAGE2 . ' -
Lcgal Description: Part of Tract VTI, Parcel C
Film Code No. 102-84-1325
Page No. 15
r
THENCE 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.
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 comers 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"B") based on
this survey.
j , / aA t)F
T toA) v-If •i F rl
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o.
Mark W. Whiteley, IZPLS No. 3636 ?A _ Yt____EY ,
wAWORD\STAR197902•C OC _ 3636 e, r,
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•
•
MARX W. WHITELEY AND ASSOO!ADES,INC.
•
' June 5, 1998
Legal Description: Pact of Tract VII, Parcel D
Film Code No. 102-844325
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 shown arc 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 tract herein described_ Said monument having T.S.C.
coordinates of y= 13910258.322 feet and x=3571606.759 feet.
THENCE S 53° 22'46" E 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 3207.04 feet to a 5/8" reb rfound 6 feet. Sid om which rebar being
monument found bears S 53° 50' 49" E a distance of
located at the Northeast corner of the City of Port Arthur outfall canal tract. S aid tract
being more particularly described in Volume 427, Page 203 of said Jefferson County
Deed Records.
THENCE along and with the North line of said 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.
is/AnicW.Wbr=LEYAND ASS°MIES,INO,
• •' 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 Stzeet as follows:
N 36° 33' 55" E a distance of 132.95 feet
N 42° 42' 55" E a distance of 170.99 feet to a 5/8" rebar found;
N 36° 34' 14" E a distance of 2734.81 feet to a 5l8" rebar found;
N 33° 15' 17" E a distance of 200.56 feet to a concrete monument found;
N 37° 07'25" E a distance of 78.85 feet to the PLACE OF BEGINNING,
containing 129,341 acres of land.
L 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 thau June, 1998.
This field note description is being submitted along with a plat (Exhibit"B") based on
this survey,
OF
! • ft Wkoif 440 • ' " .41
• M.W. WHITELEY •
Mark W. Whiteley, RPLS No, 3636 \`' 3636 •
o,�Qa
. su • ,
•
MARK W.WariaRLEYAND AssooTA.7 s,ING .
• •
•
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 Joseph
e Abstract 9, Jefferson County, Texas, and being a part of Blocks 456, 457 and
Butler League, 137 of the Jefferson
458 of the City of Port Arthur Townsite is recorded in Volume 2, Page
County Nat Records, Said 4.459 acre tract being more the `Texas Planel Coorddescinate Sysbed tw em
Central
all
bearings, distances, and coordinates referenced
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 BEGINT�III�IG of said tract is 2° 28'
25" and the scale factor is 0.9999084.
BEGINNING at a Texaco monument found at the intersection of the South right-of-way line of
Dallas Avenue and the West right-of-way line of East 19th Street. Said monument having
T.S.C. coordinates of y= 13902070.877 feet and x=3568112.897 feet.
t
THENCE S 36° 37'45" W along and
concrete found in thest gWestay line of right of-�dl�sof St nStreet
Antonio
distance of 252.83 feet to a mark
Avenue.
line of said San Antonio
TE ENCE S 23° 19' 00" B along and with the West right-of-wayosidight-Antonf-way line of
Avenue a distance of 135.13 feet to a point for corner in the Northwesterly
Nederland Avenue.
THENCE 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 a5/8" rebar found in the Northeasterly right-of-
way line of Avenue A
THENCE N 23° 19' 00" W along and with the Northeasterly the beginning Hing ofla curve to the ine of said Avenue
A a distance of 288.59 feet to a Texaco monument found
right
in the East line of the Kansas City Southern Railroad 100 foot right-of-way. Said curve having a
central angle of 04° 03' 25" and a radius of 768.52 feet.
•
THENCE 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 Zwolic Boulevard.
•
THENCE N 37° 11' 53" E continuing along and with the East right-of-way line of said Zwolle
Boulevard a distance of 432.47 feet to a concrete monument found in the South line of said
Dallas Avenue.
MARK W.WHITELEYI4ND ASSOCIATES.INC.
• PAG Z
Legal Description:Part oM'ract VII,Pared E
. Film Code No. 10Z-84-1325
Page No. 15
THENCE 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 band 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 comers 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"B") based on
this survey.
' OF
U`� ► M.W. wriITELEY. •
Mark W. Whiteley, RPLS No. 3636 ‘‘
< qo 3636 +a��,
wawoxo.rrtic1s7?or�ooc 9,j;�:f.'!•S SM✓�-LI
sua`?
•
•
MARK W.WHITELEY AND ASSOOIA7336,WC'
June 5, 1998
Legal Description: Part of Tract VII,Parcel
Film Code No. 102-84-1325
Page No. 15
BEING a 9.669 acre tract of land out of the B. B. B. & C. RR., Abstract 92, Jefferson County,
Texas. Said 9.669 acre tract being Block 26 through Block 30 of the Port Arthur Heights the
Subdivision. Said Subdivision being more fully described in Volume 2, Page
Jefferson County Plat Records. Said 9.669 acre tract referencedbtong more th TexasPlaneCoordinaterly ed below
System,
with all bearings, distances, and coordinates
South Central Zone, Lambert Projection, NAD Chereinafter
��BEG�HIHG of said tracts isis 02°acreages s
shown are grid. The theta correction att
14" and the scale factor is 0.9999074,
BEGINNING at a concrete monument found in the South line of said Block26 and in the East
line of an 85 feet wide strip belonging to the City 662Port
5 t Arthur.96 eSaid monument having T.S.C.
coordinates of y 13899819.615 feet and x
et.
THENCE N 32° 39' 06" E along and with the PEast �C of a cuto the right having
int of said
curve strip
distance
a radius of
f
1242.24 feet to a concrete monument found at the
1138.99 feet and a central angle of 6° 53' 31".
TJ3ENCE Northeasterly continuing along and with the Bast 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 H 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 feat and a central angle of 2l° 10' 00".
THENCE Northeasterly along and with the East'line of said Southern Pacific Railroad and
curve to the right an arc distance of 452.06 feet to a 5/8" rebar found at the P.T. of said curve.
TEENCE N 66° 31' 30" E continuing along and with the East right-of-way line of said
Southern Pacific Railroad a distance of 39.38df Sada 5/8"bar rebarg locunddi�nta South
urve tothet left
way line of the Kansas City Southern Railroa
• having a radius of 868.80 feet and a central angle of 12°03' 04".
THENCE Southeasterly along and with
n the
distanouth ce of 182.741ne fectoto aconeretc monument
Southern Railroad and curve to the le
found in the West right-of-way line of West 19th Street and at the Northeast corner of said
Block 30.
• MitR{•W.WXITFir.FsYAND ASSOCIATES,LNC.
•
PAGE 2
Legal Description:Fan of Tract VII, Parcel F
ilm Code No. 102-84-1325
Page No. 15 •
TBENCE S 36° 3D 45" W along and with the West tight-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 comer of said Block 26.
lock
TgENCE N 51° 34' 02" \V along and with
the
outh line a total d Mance f said of !5.5 87 f'e t u�at lthc feet
pass a concrete monument found and continueon
PLACE OF BEGINNING, containing 9.669 acres of land.
Mark W. Whiteley, Registered Professional Land
eSury an coo. 36y 36 in the
previous
ate of
'Texas, do hereby certify that the above field note d p Sandwell dated March
corners found or reset based on boundary survey performed by
1991 and made by me on the ground and the limits,boundaries and corners unet 1 ly
shown just as I found them at the time of survey. Surveyed Februaryt "(Exhibu J based on
This8.
field note description is being submitted along with a P
this survey. •
14110,0„y;riira<4;;;
•
i* • - v • m. WHITELEY
Mark W. Whiteley, RPLS No. 3636 9 3636 �Q��i
\v:�WORDS'CAR197902 tit.DOC 9 °�Cs %$ .t�,
.14, :`,.t
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i •
MRK W.WKITF}X.SX ANA ASSOCIATES,INC.
•
June 5, 1998 .
Legal Description: Tract VIII r
7 tli Street Tank Farm
Film Code No. 102-84-1325 _ '
BELNG a 62.764 acre tract of land out of the B. C. ` eSestrat61andt
Bennett Survey, Abstract 70 and more particularly described iSurvey,
vlumePageoft the
more particularly described below
Jefferson County Deed Records. Said 62.764 acre tract beingate stem,
with all bearings, distances, and coordinates referenced
referto thc ed to as T Plane CoordS C1nA.I[ a ycages
South Central Zone, Lambert Projection, NAD 83, hereinafterI,BEGINNING of said tract is 2° 28' 10"
shown are grid. The theta correction at the PLACE
and the scale factor is 0.9999032.
•
tract herein
BEGIl' xG at a concrete monument found at the Southwest oaer of the
monument 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.
des
i
a
TI3ENCE N 36° 39' 23" B along and with the West line of est corner ofn the to bedierein distance
of 1978.83 feet to a concrete monument found at the
described and in the Southwesterly corporate Line of the City of Port Arthur.
TfTENCE S 53° 19' 26" E along and with said � porate line a distance of 1382.76 feet to a
of the tract heroin described and in the West
concrete monument found at the Northeast".eo
line of a Kansas City Southern 150 foot right-of-way.
bed
the
. TpCEHCE S 36°43' 08"W along and with the East;-of-way a distance f 1978ne of the tract herein 1.70 feetto a
West line of said Kansas City Southern 150 foot
concrete monument found at the Southeast corner of the tract herein described.
TIQENCE N 53° 19' 46" W along and with the Solt N IG,fate containing 5he tact rein dam bed land.
a
distance of 1380.60 feet to the PLACE 01?BEGS
1 Mark W.Whiteley, Registered Professional Land Surveyor
No. 3636
P in the
cornero found Texas, do
or
hereby certify that the above field note description correctly _
reset based on boundary survey performed by Sandwell sd ted Ma acs 1 found1 and
he made
bl a o the.
ground and the limits, boundaries and corners are truly !
survey. Surveyed February thru June, )998. This field note description is being submitted along
with a plat(Exhibit"B")based on this survey. o•f
.'
01) r�.w.MITr ;
•' Ape3636 AQ. .,
Mark W.Whiteley,RPLNo. 3636 -p SVR - ��
wlr+vwScr,�vro1..ooc MARK W.WHITEr.EXM►D,tsSOC 1 ^ , 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
BEING a 44.2161 acre vast or parcel of land
f1'erso°CountypTccas,f and a art of twhiclei sa�'d g4.t 180 acre tract of
n 44.1180 acre tract out
Of the B.B.B.&C.R.R., Abstract No. 92, Jc
land was conveyed by Texaco Refining and Marketing inc. to
theOfficialPubI y deed
eco dated
df August
16, 1989 recorded in Film Code No. 102-84-1325,Page7, land
Jefferson County, Texas (Q.P.R.J.C.), said 44.2161 arc fract refenc edg tthe mor
epar Panarly
described below with all bearings, distances, and coordinates
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 0.99990
f
BEGINNING at a Texaco Inc.concrete monument found
t the intersection
the northerly line line
ne o a
Southern Pacific Transportation Company 100 wide g said point havingf
Highway or also known Yn a 1 897 280.203 feeGulfway Drive(variable-width
and X=3,564,518.743 feet;
T.S.C. coordinates of ,
;ENCENorth 32°37'46"East along and with said
era ylline ine of Terminal a distanceal of 2a 783x30foet feet to a
5/8" iron rod set for corner, said point being in theY
(60') right-of-way;
THENCE South 06°36'08"East along and with the westerly rigow with thennortherlye of Ter final Road
ad for
a distance of 1854.89 feet to a 1" iron rod found of its intersectio-on
Highway 87;
THENCE in a westerly direction along and with tf 13 northerl a radius of ay line
feet,State Highway
rd
S7, a curve to the right having a central angle
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 disk right-of-way
angle ypfor a distance of
1184.27 feet to a concrete monument with a bronze found
THENCE South 8I°45'17" West continuing along and with d said rig angle ay for a distance of
308.19 feet to a concrete monument with a bronze disk foul
MARK W.WHITE .EXttIIP ASSOCIATES,INC.
WAGE 2 Tract East Tank Razor
Legal Description: 40.1276 Acres
B.B.B.&C.R.R., Abstract No. 92
Jefferson County, Texas
alongf
THENCE South 85°44'31" West continuing and with said right-of-Way for a distance o
294,46 feet to the rJ3ACE OF BEGINNING,ING, containing 40.1276 acres of land. more or less.
through June, 1998 by Mark W. Whiteley,Registered Professional Land
•
Surveyed Februaryplat(exhibit "B")
Surveyor No. 3636. This field note description is being submitted along with a
based on this survey.
OF
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M.W. 1'1FilTELE'r
tik
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<\;?Po 636
Mark W.Whiteley,
RpT,S No.3636 '�a s u
W:%WORf1 tSl'�4RIT RACTXI!
}
. MARK W.WHITELEY/Y D ASSOCIATES,INC. _.
June 5, 1998 •
Legal Description:Part of Tract XIV,Parcel A ;
(PAP) 15-49 A&B
Film Code Ido. 102-84-1325 •
r
Page No.22 •
9•
Abstract 91;B•B•B & C. R,k.. Abstract 92;
BEING a 1785.569 acre tract of land out of the following surveys: Joseph Butler, Abstract Survey,
;
Burr&Caswell, Abstract 391; and the B.C. Aith Y+
B.E.B &C. RIZ., Abstract 94;W. P. H. McFaddin, Abstract 648;
Abstract 61, Jefferson County,Texas. Said 1783.925 acre tract being more particularlPly
described below with all bearings, distances, and coordinates ND referenced83to he Texas
red to as
ane
Coordinate system, South Central Zone, Lambert Projection,
T.S.C. All acreages shown are grid. The theta correction at the PLACE OF BEGINNING of
said tract is 2°28' 05" and the scale factor is 0.9999
BEGINNING at a concrete filled 16"P.V.C. pipe found Ell orn73 SaideStar Enterprise
main plant site and in the East right-of-way line of State !;
monument also being the Southwest corner of the Port Arthur hemPia lout of Traccal ant being ore on
particularly described as being the save and except Tract VIII
(TCCPage No. 22 of Film Code No. 102-84-1325 of said Jefferson
County
5 feet and ecx o ds. 0d.19$
concrete monument having T.S.C. coordinates of y
feet.
THENCE S 53°03' 27"E along and with the South line osaid itArthur Chemical
of 242. 9 e i kalpass Plant and
Northerly line of said Star Enterprise Main Plant site at aa
concrete monument found and continue on
of said Port Arthur Chemical plant a concrete
monument found at the Southeast corner
INCE 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:
N 36° 38' 48" E a distance of 2179.49 feet t�as being the°ave concrete eu rd except "Out
nt found at the
Southwest corner of a 0.152 acre tract designated out of.Tract XIV on Page
Tract A" out of the save and except Tract VIII (TCC Plant)
No.22 of Film Code No. 102-84-1325 et said Jefferson onume untyD found d at the
N 36°38' 52" E a distance of 397.04
Northwest corner of said 0.152 acre tract;
N 36° 39' 01"E a distance of 759.89 feet to a concrete monument found;
N 13° 11' 1.4"E a distance of 198.76 deet o a concrete
monument found at the
N 36°30' 48"E a distance of 995.6
Northeast corner of said Port Arthur Chemical Plant site and being at an Ell corner of
said Star Enterprise Main Plant site.
gAng W.4YHt1'EL.Fs'YAND ASSOCIATES,INC.
Page tato. 2 , .
Legal Description: Part of Tract XIV, Parcel A
<PAP) 15-49 A.&B•
Film Code No. 102-84-1325
. Page No. 22 :
THENCE N 53° 06'18" W along and with the North line of said Port Arthur Chemical Plant
site and a Southerly line of said Star Enterprise Main Plant site a distance of 111Q.10 feet via
concrete monument found at an Ell corner of said Star Enterprise Main Plant site.
T [ENCS 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" B 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" B a distance of 74.93 feet to a concrete monument found;
N 40° 07' 44" B a distance of 97.46 feet to a 5/8" iron rod found;
N 88° 55' 24" E a distance of 134.78 feet to a concrete monument found,
S 51° 54' 10" B a distance of 112.04 feet to a concrete monument found;
N 36° 34' 59"E a distance of 106.78 feet to a the South Iine of the" iron roSavannah Aventset at an Ell �c 70 footer of
Star Enterprise Main Plantsite and in
right-of-way.
THENCE 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.
THENCE S 52° 19'20" E continuing along and with the South line of said Savannah Avenue
60foot right-of-way a distance of 326.00 feet to a concrete monument found.
'THENCE 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.
T121:ENCE S 52°
co1continuingalong dSouth
Savannahline of said Avenue
right-of-way a dts� fncre emonumenfound in the West line of the
Zwolle Boulevard 120 foot right-of-way.
THENCE S 37° I2a distance of 3 14.64 f etand with lto a concrete monae West line of mentofo Boulevard 120
foot right-of-way
est
THENCE S 53° 05' 13" E a distance of 172.65 feetto
a concrete d monument being iin n a the
We to
line of the Southern Pacific Railroad 100 foot right-of-way.
the left with a radius of 1323.88 feet and a central angle of 32° 02' 26"
Tl3ENCE along and with the West line of said Southern Pacific 100 foot right-of-way
an arc distance of 740.33 feet to a S/8" rebar found at the P. T.of said curve.
MARK W.WHITELEY AND ASSOCIATES.INC.
Page No.3
Legal Description:Part of Tract XEV,Parcel A
GAP) 15-49 A&.
Film CodeNo. 102-84-1325
Page No.22
ThENCE 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
tooAanco to monument also being in a
in found /
the Northe lige of the havingpur No. 214 right-of-way.a radius of 955.50 feet and a central angle of 37° 15' 37".
curve to the rightS
•
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.
TECENCE 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 to a concrete monument-fours ;
N 51° 18' 41" W a distance
of 4606 50 feet to a of 2100.23 feet to a 5concrete monument found in
N53°48' 41" Wa t
the East line of said State Highway No. 73.
7 ELCNCE along
and with the East line of said State Highway No.73 as follows:
N 41°31' 13" W a distance of 507.26 feet to a 5/8"rcbar found;
N 08° 18' 46"W a distance of 507367 feet lo.43 feet oa concrete monument s concrete monument found;
;
N 25°20' 16" E a distance of OF BEGINNING,36° 36' 09" E a distance of 2281,.70 feet to the PLACE
containing 1785.569 acres of land,save and except acresa f92� acre tract of[and more fully
described below, leaving a net area of 1784.077
Save and Except
1.492 Acre Tract
COMMENCING at a concrete monument found at the Southeast
u eaast cs oney of
said Port 93.$Arthur
eet
Chemical Plant. Said concrete monument having T.S.C.
and x¢3560289.997 feet. .
Thence N 36°38'48"E along and with the East line of adistance aid Port xthur f2179.49 feet o Chemical Palant
sit ea d
a Westerly line of said Star Enterprise Main.Plant siteing the save
monument found at the Southwest corner of a 0.152 acre tra CC Plndesignat) ouat boTract XIV onnd
except"Out Tract A" out of the save and except Tractet .
Page No. 22 of Film Code No. 102-84-1325 of said Jefferson County Deed Eecords; •
ct A" a distance of 19 72
Thence S 62° 40' 21"E along and with the South line arnu of sf said aid d"Out rae Tract A." and PLACE ,
feet to a concrete monument found at the Southeast ,T.S.0
OF BEG)�NG of the tract of land herein described. Said concrete monument having,
MARK W.WHITELEY AND ASSOCIATES,WO.
•
r--.
Page No.4 •Legal Description:Description: kart of Tract XfV,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;
MENCE 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" E 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"E 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";
THENCE S 35°51'13" W along and with the East line of said "Out Tract A" a distance of -
393.88 feet to the PLACE OF BECXNNrNG, containing 1.492 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 Meld note description is being
submitted along with a plat(Exhibit"B")based on this survey.
/ ,Ng
OF
Mark W.Whiteley,RPLS No.3636 WF{It EY
wawottCASTAxV •A.t�oc •
"e 4,0 3696trs ,�
suQr•.
• �� `
bfARK W.WF TE.L.Z 'AND ASSOCUTES,INC.
rune 5, 1998 •
Legal Description Part Tract
9 AXI, Parcel
B
Film Code No. 102-84-1325
•
Page No.22 :
BEL'\IG a 9,373 acre tract of land out of the following surveys: Joseph ButlerTexas. League,
Said Abstract
bstct r t
9, and the Burr & Caswell Survey, Abstract 391, Jefferson County, of
shown• as Tract 38 on the Texaco Land Map 15-49C and
more fully described gn Volluine 1,
Range M of the Port Arthur Land Company Subdivisionbeing more particularlyolum
Page 22 of the Jefferson County T?ladt'Ran rds•anda'�o`a�natesre refera red to the Texas Plane
described below with all bearings, 83, hereinafter referred to
Coordinate System, South CentralrZone, tmlteta correction at bert PfOiCetiOrl, th�LACE OF BEGINNING
as T.S.C. All acreages showngrid.
of said tract is 2° 27'56" and the scale factor is 0.9999123.
BEGINNING at a concrete monument found at the intersection iof theo. 7 East thright-of-way
glht existing
wayg line of
th
the main outfall canal of Jefferson County Drainage
right-of-way line of Savannah Avenue. Said monument also
soa ei of y cy Northwest
corner of the
e
Texaco Port Arthur Research Center site with T.S.C.coor
x=3562555.847 feet.
• TaCNCE along and with the East right-of-way line ofasaid
a domain outfall canal and the West
• line of said Texaco Port Arthur Research Centersite
lows:
S 36°38'14" W a distance of 513.01 feet to a 5/8" rebar foun67.99 feet to a Texaco Star Disk d;S 66°38'48"W a
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.
TECEnCE N 53°25' 16"W a distance of 194.78 feet west right-of-way�f'�'$aco Star Dlsne of said Jefferson
lc found in the East
right-of-way line of State klighway No. 73
County Drainage District No.7 main outfall canal.
TBENCE 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.WHITEYAND ASSOC1.41W. INC.
•
PAGE 2 •
Legal Description: P.art of Tracc XL , Parcel E
Film Code No, 102-84-1325
Page No. 22 •
r
TF3ENCE S 53° 326' 12"E along and with the South line of said Savannah Avenue a
distance of 256.83 feet to the PLACE OF DEGXNI'UNG, containing 9.373 acres of(and.
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 June, 1998.
This field note description is being submitted along with a plat(Exhibit"B") based on
this survey.
IPoP
-NON Q ti¢rfR '
11,
JA PMI►!.. A a;4• �o•:•.9' k
Mark W. Whiteley, RPLS No,3636 • M, µ( WH TELEY •
w:IN•vortD\STAR\97902-B.Doc <�,A po 3635 4a o
S
•
•
MARK W.VWrrRL X AND ASSO OLAJF ',INC.
June 5, 1998 •
Legal Description: Tract I out of Tract XIV,Parcel C
28.850 acres.tsave and except 25% interest to the Huntsman Corporation]
Burr& Caswell Survey, Abstract No.
B.B.A. &C. R.R. Survey, Abstract No. 91
Jefferson County, Texas
28.850 acre tract of land out of the Burr and Caswell Survey, Abstract No. 391, and the
Being a Texas, and out of the Pen Arthur
B.B.B. �= C. A.R. Survey, Abstract No. 91, Jefferson
2 Elk. 7, Rg. 0, Lots 5 & 6
Latid Company Subdivision, Lots 7 & 8, Blk. 6, a art of a certain
elk.786, Rg.
N, and Lot 4, Bik. 7 Rg. N, said 28.850 acre tract being p'
All bearings, distances and coordinates are
1784 077 acre tract more frilly described in Film Code 102 84 1325 as Tract XIV in Official
Public Records of Jefferson County (O.P.R.7.C.).
referenced to the Texas Plane Coordinate System, South
thneat the coZone,
mbert Pros 0io 2NAD
and the tale factorreferred
ts 0 9999094.0 The theta co
BEGINNING at a concrete monument found at Tic°u�I o� aid O.k'.R•7 C rner of a 249.228 same being an
more fully described in Film Code 102 54 I3
ell corner of said 1784.077 acre tract and having T.S.C. OOordmates of X=13,904,093.854 feet
and X3,560,289.997 feet.
THENCE N 36° 38' 48" E along and with the c eoF 1255 00 feetline of t o a 5/877acre tract and the
1 on rod found for
east line of said 249.228 acre tract for a distance
corner;
THENCE S 53° 15' 58" E for a distance of 1014.05 feet to a 5/8" iron rod found f corner;
er;
THENCE S 37° 15` 22" W for a distance of 546.92 feet to a 5/8" iron rod found for angle
point;
THENCE S 76° 49' 33" W for a distance of 152.14 feet to a 5/8" iron rod found for an angle
point;
and Caswell Survey, Abstract No. 391, same
THENCE S 36° 31' 11" W for a distance
h 338�80 feet to a 5/8" iron rod found for an angle
point, said point being in the west lute of
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 corner;
for
THENCE S 37° 31'01" W for a distance of 89.72 feet to a 5/8" iron rod found found for corner,
corncr,
8"
n rod
THENCE N 53° 13' 1yor a line of the aforemstance of entioned oned9.72 eet to a 1784.077/acreotract and the east line of
said point beteg in thewesterly
the aforementioned 249.228 acre tract;
bfAI2K W.WITITRIAYAND AS$OCIAIWS,INC.
PAGE 2oration
Legal Descripf1On: Tract I out of Tract XIV, Parcel C
28.850 acres [save and Ab pt 25% interest to the Huntsman Corporation]
Burr& Caswell Survey,
tract No. 391
B.B.B. &C. R.B._ Survey, Abstract No, 91
Jefferson County,Texas
e NCE•ISI 36°2 9. 48" E aloes with
stance of 39.82 westerl1ine of said 1784.077 acre tract add the
feet to the ?INCE OF BEGINNING
east line of said 249.228 acre tract for a ds
containing 28.850 acres of land, more or less.
, 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
me on
reset based on boundary limit survey
performed a d corners are truly showwell, dated n just asarch 1 found he91 and m atb the time
the ground and the , boundaries
of the survey. Surveyed February�B through u ne of survey.Thi held note description is being
submitted along with a plat(Exhibit )
o�
4 � a:
1 �� hi.W. WHITELEY
3636 Q=e
Mark W. Whiteley, JZPLS No. 3636 , .3..c, st,.c-t
10,
mw,yowtstAl irlxa.Doc
•
T
MARK W.WHITELEY AND ASSOCIATES,INC.
June 5, 1998" ` ` -
Legal Description: Tract 1X out of Tract MV,Parcel 17
66.004 acres [save and except 25% int91t to the Huntsman Carporationl
BB.13.13. &C.R.R. Survey, Abstract No ,
B.B.B. &C.R.R. Survey, Abstract No.94
Jefferson County, Texas i
66.004 acre tract of land out of the B.B.B. &C.R.R. Survey, Abstract No. 91, and the
Being a
No. 94, Jefferson County, Texas, and out of the Port Arthur
B.B.B. &C. R.R. Survey, Abstract 6, &7, 131k. 6,Rg. 0, Lots 2, 3, &4, Bik. 7, Rg. 0,
an Subdivision, Lots 5, said &4, acre tract being a
Land Company and Lots 1, 2&3, Blk. 7, Rg.P,
Lots 6.a &8 Elk. 6,Rg. P, s distances35asTractad
part of a certain 1784.077 acre tract more fully
described R 7 C} All bearings,84 1325 as
XIV in Official Public Records of Jeffers County
coordinates are referenced to the Texas PlaneasCoord Tee tateheta Sstem,
ouch&Ce
ttra the col
Lac ne
rt
en
Projection,NAD 83, hereinafter referred to
point is 02 2T 42" and the scale factor is 0.9999094.
.228
acre
COZVIIYIEHCNG at a concrete monument found at the'fracts� of saidoutheast rO.P.R.J•Cner of a 4g same being an
t
rYb1357 as
more fully dcsc
ed in Film Code 102 54T.S.C. coordinates of Y=13,904,093.854 feet
ell corner of said 1784.077 acre tract and having
and X=3,560,289.997 feet.
THENCE S 36°38' 48" W along and with a westerlyol82 of safeet id
do 1784.077 racre tract and rod found the
east
thc
line of said 249.228 acre tract for a distance
PLACE Or 33EGSNNING of the tract herein described;
•
INCE S 53° 13' 14"B for a distance of 1009.72 feet to a 5/8" iron rod found for corner;
SCE S 36°49' 35"W for a distance of 2863.02 feet to a 5/8"iron rod foundffor corner;
for corner,
" iron rod
THENCE N 52°i W fa of the aforemdistance of entioned oned 1784 070.90 feet to a 7 acre tract and the cast line of
said point being in the westerly line
the aforementioned 249.228 acre tract;
THENCE N 36° 38' 57" B along and with the aforementioned 66.004 acres n line oland, more a distance or 'of
containing
2856.95 feet to the PLACE OF BEGINNING,
exas, do
I Mark W. Whiteley, Registered Professional Land Surveyor No. 636 in
previle State of ous cornecsTfo found on I, certify that the above field note descriptiondated March 1991 and made by rtte.
reset based on boundary survey performed by Sandwell, _just I found
me
the ground and the limits, February and
ug corune of 99ers are 8Sh This fseldsnote description on is being
of the survey. Surveyed February g
submitted along with a plat(Exhibit"B") based on this survey.
OF
/� •� ai i<r�•R F,�,'4
i Qb . ,� X09 �
/ i\Na, �,�� � M.W. WHITELEY
363b
LS No.3636 `-14,O Cwss.14,c)
Mark W, hitelcy, ' - , s us.
1►iWt7InirrAtitri OULDX
MARK W.WIBTELEYANA Rw : 4•i :a,INa.
.l
June 5, 1998-
Legal Description: Tract III 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
Being a 30.845 acre tract of' land out of'the Bun- and Caswell Survey, Abstract No. 391,
Jefferson County, Texas and out of the Port Arthur Land Company Subdivision, Lots 2, 3, 6, 7, &
8, Bik 6, Rg. N, Lots I & 2 Bik_ 7, Rg. N, said 31.055 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 Systcm, South Central Zone, Lambert Projection, NAv
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.
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 1784.077 acre tract and having T.S.C. coordinates of Y13,904,093.854 feet
and X3,560,289.997 feet.
THENCE N.36° 38' 48" E 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 2179.49 to a concrete monument found in
the aforementioned common line;
THENCE N 36° 38' 52" E continuing along and with said line for a distance of 313.81 feet to
a 518" 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 1/2" 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 V" iron rod found for an angle
point in this tract;
THENCE S 39° 34' 58" B for a distance of 191.02 feet to a '/z" 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 1" iron rod found for an angle
point; '
THENCE S 03° 25' 51" E for a distance of 145.60 feet to a 1/2" iron rod found for an angle
point;
THENCE S 39° 58' 35" W for a distance of 325.12 feet to a 'h" iron rod found for art angle
point;
bAAI?X W.WHJTELEYA D.k95OCIA2Z'3,INC.
,PAG 2
Legal Description: Tract It 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
THENCE S 27° 36' 57" W for a distance of 204.14 feet to a 60d nail found for an angle point;
THENCE S 70° 53' 37" W for a distance of 164.41 feet to a t/z" iron rod found for an angle
point;
T1 ENCE 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 (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 ''A" 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 PLACE OF BEGINNING,
containing 30.848 acres of land, more or less.
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 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.
oW\QVCA,w
f
r•A �{' M.VI. WHITELEY
Mark W. Whiteley, RPLS No. 3636 36360.fqQ,
9yti`fssf.-• { r
•
MARE W.WHETFLFYA D ASSOCIATES,INC.
•
•
June 5, 1998 _
•
Legal Description` Tract xV out otTract XIV, Parcel F
30.677 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
BEING a 30.677 acre tract of land out of the Burr and Caswell Survey, Abstract No. 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, .Bllc. 7,
Kg.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.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° 2T 42" and the scale factor is
0.9999094.
COMMEN•CENG 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 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 nail found for the
PJLACE 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 cast 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 XEV, as
recorded in Film Code No. 102 84 1325,Page 22, of the O.P.IU.C., and continuing for a 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";
T1-3ENCE S 46° 32' 00" E for a distance of 15.29 feet to a 'A" 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 VIS(TCC Plant) Out of Tract XIV, as recorded in Film Code No. 102 84
1325, Page 22, of the O.P.R.7.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;
MARK W.WSITEL.EYRYD ASSOCIATRS,2NC.
•
•
•PAGE 2 Xi
V ,1escdo0rtIrIothiIicOOI)Absttact o. 34l
Burr&Caswell Survey,
B.B.B. &C.R.R. Survey, Abstract No, 91
Jefferson County,Texas
of
ENCE N 3 feet found for the along
o and
southerly northeast with the easterly line
orner of said 1.492
492 acre tract; a
distance of 190.61
THENCE N 45° 14' 24" W along the most southerly north
ellineorf saideof o .492 1 492 aracttrfor a
distance of 105.19 feet to a concrete monument marking
an 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 '/" iron rod found for a corner of this
tract; •
THENCE S 63° 18' 47" W for a distance of 665.03 feet to a '/s" iron rod found at an angle
point;
•THENCE S 70° 23' 55" W for a distance of 518.39 feet to a %' iron rod found at an angle
point;
THENCE N 52° 55' 07" W for a distance of 915.50 to the PLACE OF BEGINNING,
containing 30.667 acres of land, more or less.
•
I, Mark W.Whiteley, Registered Professional Land Surveyor No. 3636
prn the tate of o s found oo
hereby certify that the above field note description correctly reflectsMarch 1991 and rude by and on
reset based on boundary survey performed by Sandwell, datedMarch
just as I 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.
OF
An�. WHITELEY 4
Mark . WI eley, RPLS No. 3636
4114:j w.3636 v'
o
trWgRD1frwtrxlPnul.L+oC 1 1741.`Cs!« •�.lQ,
-° suR`_ •_
afitILTC W.WrXItELCYAND 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, Bik. 6, Rg. N, and
Lot 1, Blk. 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 XTV 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.
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.
TXNCE N 36° 3S' 48" E along and with a westerly line of said 1784.077 acre tract and the
cast line of said 249.228 acre tract, at 2179.49 feet pass a concrete monument founds 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 P•K nail found for corner;
THENCE S 52° 38' 07" E for a distance of 903.54 feet to a '2" iron rod found for an angle
point;
THENCE S 35° 13'23" E for a distance of 752.79 feet to a '/2" iron rod found for an angle point;
THENCE S 59° 57' 02' W for a distance of 404.86 feet to a '4" iron rod found for an angle
point;
THENCE N 39° 34' 58" W for a distance of 191.02 feet to a '/z" iron rod found for an angle
point;
THENCE N 35° 40' 43" W for a distance of 506.04 feet to a '/2" iron rod found for an angle
point;
• _ artzuc W.wHITELEY4kv?ESOminrs,17Vo.
• - PAGE 2
Legal Description: Tract V out of Tract SIV,Parcel G
14,811 acres [save and except 25%interest to the Huntsman Corporation]
Burr& Caswell Survey, Abstract No. 39I
Jefferson County,.Texas
•
Z NCB N 53° 26` 4311 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, PZegistcred Professional Land Surveyor No, 3636 ithe
State
of Texasfound oo
hereby certify that the above field note description correctly reflects previous
reset based or, boundary survey performed by Sandwell, dated March 1991 and made by me on
the ground and the limits, boundaries and corners axe truly shown just as I 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.
0E � '
.. ,, f q,�
I I
• M.W. WHITELEY
LA EL ai A q 3636 ��;Q,
Mark W. 'te:cy, S No. 36361 '; �ess�°•'� .
y ti
• w:WORD ur RITJUTuur nor " SUR, •
•
MARLS W,WXIITELEYAlVD ASSOCIATES,INC.
EXHIBIT "G"
LEGAL DESCRIPTION
of
Praxair, Inc.
(Resolution No. 16-347)
Second location on property owned by Premcor (Valero)
13
EXHIBIT"A"
BEING a 4.7004 acre tract or parcel of land site aced 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•All bearings are referenced to the commencing call of that certain called 371.719
acre tract of lard 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 F7l.r.N.o.
95-9505598, Official Public Records of Real Property, Jefferson County, Texas as
NORTH 01°15'31" WEST All coordinates are ref-renced to the existing Valero Plant
?don ntent 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 tact,
identified as TRACT 5, as described in a "Special Warranty Deed" from Chevron U.S.A. to Clark
R>>ning & 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
Hollyficld,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,for a 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 corner,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 aad containing 4.7004 Acres,more or less
•
Zile/O4 Ya:ab Llty• 014 1.110 r,. „u....w.• _ .,--��
•
MARK W.�H TELE
l�liYANOWatr
BD
=won AND s
AO,jarsrsz
Deaamber 14, 1994 ANT!7z 77736
1.19240
TRACT 3.
Chevron U.S.A. , Inc. - Port Arthur Refinery
Jefferson County, Takao
Being a 34.475 acre tract or paresl.of land situated in the B.C.
Arthur survey, No.227 and in Range i, Block Number 2 and W n1S Q ,
Block Number Two (2) , Jefferson County, Texas and being- out o! a
49.57 aors tract or parcel of land &ascribed in deed from Jas
Stewts, Will atawta, Mrs. ortalla Dupont, and her husband John
Dupont, and David E. O'Yiel to Galt Refining Company, dated July
3, 1914, recorded in volume 658, page 112, Dead Records,
Jefferson County, Texas, said 34.475 acre tract being store
particularly described as follows:
COMMENCING at Gulf monument found for that southwest corner of a
0.034 acre tract as described in Volume 219, Page 76, of the Deed
Records, Jefferson County, Texas/
THENCE North 41.13'45" East -for a distance of 1.939.55 feet
found Gulf monument in the west line of a sixty ( ) e
roadway;
MENGE North 48.42'36" West for a distance of 928.35 feet to a
found Gult sonument in the south line of pest Seventh Street;
THENCE North 43.124'00" East for a distance of 2301.30 feet to an
iron rod eat for the POINT 08 BEGINNING of the herein described ►-'
tract;
THENCE South 48'34'25 ' East, a distance of 998 . 81 feet to a point
for corner;
THENCE North 41.16'34" East, a distance of 1469 .56 fast to a
point for- corner;
THENCE North 48.44'04" West, a distance of 945. 01 foot to a point
for corner: '
THENCE North 41•16'41'' East, a d.iscance of 668 . 38 P;,. c:1
for corner in the westerly right-of-'.3y lies of stats HigiWay
izIct , Page 1 of 2
Attachment
"A"
/!e/fi U :3d IXjv• 014 Lite _.. .44....r. . - .
Spur 214;
TRUCE North 51.30'58" Wast, a distance of 53.36 f$Lt to a point
far oornar in the westerly right-of-way lino of State Highway
spur 214;
TK£NCE South 41'17'24" West, along and with the southerly rfght—
POINTYOk*line
DEGoINNINGcounty
androadway
eontainingdistance
34,47$ acres3of54 feet to the
land, mors or
less,
Notes: I) Bearings Based on Port Arthur Land Co• Subdivision i sis
rscorded in Volume 1, Page 24 of the Map
Jefferson County, Texas. .
2) Droving included on separate sheet.
0
F" ,
45.kd 1
WY
AW.
:(ark W. Whiteley, R.P,L.S. No.
11:NSR6O\k.ATA\TRAL {ALS
nuc? 1 Page 2 of 2
Ci AO/ vo..1i •w .•
MARX Tr. WERTIUST
AND
ANDASSOCIATES
INCORPORATED
SUIMSTORS,AND Pill vaRS
P.0.101 MS
OeceAtber 14, 1.994 ltar4tMONT riZrAS777 6
TRACT 2
Chevron U.S.A. , 'Enc. - Port Arthur Refinery
Jefferson County, Texas
Being a 40.41.0 acre tract or parcel of land situated in the I.C.
Arthur Survey, No.227, and being part of Kooks rye and Three (2
a 3) Range P, and Block Two (2) Ranges Q, Jefferson County,. Vas
and ging out of a 44.0 acre tract or parcel of• land described
in deed from Holland Texas Nypotheek Hank to Gulf Refining
Company, dated November 11., 1915, recorded in Value. 151, Page
627, Deed Records', Jefferson County, Texas, said 40.410 acre
tract being more particularly described as follows:
COMMENCYNO at Gulf xonument found for the southwest corner or a
0.034 acre tract as deearibed in Volume 219, Page 76, of the Decd
Records, Jefferson County, Texas;
THENCE North 42.1345" East for a distance of 1939.55 feet to e.
found 1:311f monument in the west line of a sixty (60) foot county
roadway;
THENCE North 48.42'36" West for a distance of 926.35 feet to a
found Gulf nonument 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 1 said point also being the northwest corner a�
the 34.475 acre tract described as Tract 1;
THENCE No=th 04937'19" East for a distance of 231,49 twat to ar_
iron 20d set for the POINT OF BEGINNING of the hereLn described
tract;
T1iENCE North 02.02'37" West, along and with the southerly right.—
of-way
ight—
of-way of a sixty (60) foot roadway, for a distance of 2655.73
teat to a point for corner. in the westerly right-o(-way line of
State Highway Spur 214;
THENCE South 4 .42'36" East, along and with the westerly rigc.t-
of-way line of State Highway Spur 214; for a distance of 19Z2.4
feet to a point for .cornar in the westerly right-of-gay line Gt
State Highway Spur 214;
TRACT 2 Page 1 of 2
tile/.4 wa.or v... .. . 8 1W -
THENCE South 41.17'24" West, along and with the northerly right-
of-way line of county roadway; far a diSta ce0 of 93 70lafeetot to
the POINT Cl BEGINNING and containing
or lass.
Notts: 1) Bearings Based on Port Arthur Land Co. Subdivision
is
recorded in Volume 1, Page 24 of the Map Records,
Jefferson County, Texas.
2) Drawing included on seperate &haat.
adi411 :
• -TA ',/
CW
Mark W. Whiteley, R.P.L.S. No. 3536 'i••)44 <<
{1\w60\JA TAT 1AC I Z.%U
TRACT 2 Page 2 at 2
MIRK P Wffi'T1T
ANDASSOCATATIS
INCORPORATED
CONsilstO mown=
vsla AM,PLAlealts
P.O.MO%d19f
Minton Texas 71776
409IIM•04 l
December 14, 1994
TRACT 3
Chevron U.S.A., Inc. - Port Arthur Refinery
Jetfsrson County, Texas
Being a 554.093 acre tract or parcel of land situated in
`taeda 4 C
Arthur Survey, No.237 and in Ranges P and Q, Blocks 2,
parcel
(2,3 & 4), Jeff argon County, Texas and being to celt
of land described in dead from Port Arthur Land Company
Refining Company, dated November 17., 1913, recorded in Volume
1.40, Page 71.6, Dead Records, Jefferson County, Tens, and also
befog a tract or parcel of land described in dead from Port
Arthur Land Company to .J. N. Guffey, dated April 3, 19 01,
recorded in Voluble 49, Page 632, Deed Records, Jefferson County,
Texas, and a tract or parcel of land described in deed !roe
Port
Arthur Land Company to Gulf Refining Company, dated, artufrr�1n
1902, recorded in Volume 56, Page 160,
County, Texas, said 554.093 acre tract being more particularly
described as follows;
COMMENCING at a Gulf monument found for the southwest corner of. a
0.034 acrd tract as described in Volume 119, Page 76 of the Dated
Records, Jefferson County, Texas;
f
003
int
THENCE North oint also being the'1B" West for a tPOINTance pOF18EGtWNING of,73 to a the
for corner;; said
pp
herein described tract;
THENCE Korth 41'40'36" West along and with ttoreasdr�an�1-eatof
Kangas City Southern railroad right-of-way;
3956.28 feet to a point for corner;
THENCE North 10°25'06" West for a distance of 95.95 fest tea
point for corner;
point2forrcorner4 for 6thWebeginning otdistance
Noth acurve to the right;
t
right;
P
TRACT 3
.g3 - 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 Angle of
54.37'47", a chord which Ceara South 11.54'24" West 657 . 23 Net ,
for an Arc length of 679.11 feet to a point for corner in the
south right-of line of State Highway 87;
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 teat to a
point for corner in the south right-of way lino of State Highvay
87;
THENCE North 38.17'24" East, along and with the south right-of--
way line of State Highway 87; for a. distance of 229.19 feet .to e
point for corner b the south right-of-way line of State Highvay
87;
THENCE South 49.46'16" East, along and with the south right-of-
Way line of State Highway 87; for a distance of 60.01 feet to a
point for corner in the south right-of-;gay line of state Highway
87;
THENCE North 38'17'241 East, along and with the south right-of-
way line 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.•42'36" East, along and with the south right-of--
way line of State Highway 871 for a distance of 13.94 feet to a.
point for corner in the south right-of-way lino of State Highway
87;
THENCE North 38'17'24" East, along and With the south right-a-
way line of State Highway 67p for a distance of 172.65 last to is
point for corner in the south right-of--way line of State Highway
87 and the west right-of-way line of State Highvay Spur 214;
THENCE North 60°37'30" East, for a distance of 109.11 feet to a
point for scorner;
THENCE South 48.42'30 East, along and with the west, right-o -wnY
line of state Highvay Spur 214; for a distance of 2416 . 13 fee: tC'
a point for corner;''
THENCE South 02.02'36" East, along and with the ieste:ly rig^t-
of-way line of an 80 foot Texaco Pipeline Right-of-tlaY; for a
distance 2965.02 feat to a point for corner in !.i:e north ri3ht--
cf-way line of West Seventh Street;
':FACT 3
Page 2 of 3
THENCE South 42.'17'24" West, along and with the north right-ot-
spline
iniavn heorthright-ofwaylineof
Sno ; tor a - nt l
8.00 f eft to
aointfor cornerWesit sevInth
Street;
THENCE South 4$•41136" 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 41117.1.4" East, along and with the north right-ot-
way line of West Seventh Street and the north line of Tract t;
for a distance of 3787. 05 feet to the Point of Beginning and
containing 554.093 Acres, ors or leas.
Notes: 3.) Bearings Used on Port Arthur Land Co. Sub ivision is
recorded in volume 1, Page 24 of the Map
Jefferson County, Texas.
2) Drawing included on separate sheat,
4,j)1, w
Hark W. Whiteley, R.P.L.S. No. 3636 .;rA/p
tV 6 \DATA\71,473,MA
•
•
TRACT 3 page 3 of
•
WARE W.Wl' ITRLBY
AND ASSOCZATAIS
NCORPORATFD
canimmionvogaziat
"MORA PUPaus
r a.101S4H
December 14, 1994 ALUM WM lztt.9 n70
TRACT 4
Chevron U.S.A., Inc. - Port Arthur Refinery
Jefferson Co 3r ty. Texas
Being a 40.311 acre tract or parcel of land described inthat
certain deed from Port Arthur Canal and Dock Companyta
Refining Cospaay dated June 28, 1922, recorded in Volume 213,
Page 169, Deed Records, Jefferson county, Texas, and also a
Quitclaim Deed from Port Arthur Land Company to Gulf oil.
Corporation
9
93,t DeedRoaards, Jefferson County,d
ounty, Tsxassaid 1937, recorded ne
40.311 acre tra442 , ct
being more particularly ulf udsccribed as follousi
0.034commicrNa at
of
acre tract Gtaas asvxlbed in Volume 2lient found for 19,e southwest
w76 of Qthe rDeada
Records, Jefferson County, Texas)
THENCnce of 110.93 feet
pointENoth forr he4POINTQ0" East, for a OF BEGINNING ofd thea herein described treota
THENCE continuing in a northerly direction along a curve to the
Right having a Radius of 714.50 test, is Centra). Angle of
12402r1011, a chord Which bears North 47 .56'09" West, rot" an Arc
length of 130.10 teat to a point for 'corner;
THENCE North 43.040,3$1, West, along and with Kansas City Southern
right-of-way for a distance of e16.43 feet to a. point for comer;
THENCE South 41'17'24" West, a distance of 20.15 feet to a point
for corner;
THENCE North 41'30'36" Wast, a distance of 30.00 feet to a point
for corner; in he north line or the abandoned West Seventh
Street;
THENCE North 41.17'24" East, along the north right-of-way lire of
tha abandoned West Seventh Streetnandotheosouth line of Tyra=: 3 a.
distance of 1743.05 feet to a p
TRACT 4 Raga l of 2
THENCE South 48.42 '36" East, a distance of 98B . 3 5 feet to a point
for corner;
'ra.NC2S South 41'13'45" West, a distance of 1928 . 62 fest to tits
POINT or BEGINNING and containing 40.502 acres of land, more or
less.
Notes: I) Hearings Based on Port_Arthur Land Cc . eubdivisian "
recorded in Volume 1, Page 24 of the Map Records,
Jefferson County, Texas,
2) Drawing included on separate sheet.
its .
Ai WA*
Opt
Mark W. Whiteley, R,P.L.S, No. 36JS 4yunve+
f:\VP0OVA7t11 RACICMLt
TRACT 4 Page 1 C'f 2
:/u/OI 09:03 1:74vy e9: 1346 .a IN
MARX W. W32ITELEY
D ABSOCZATES
INCORPOR4TRD
smav� AMIXs
S,�w s
ro.Jaxsm
December 14, 1994 suZ.ctlitoNT.TEXAS mss
• OS 11314421
TRIO? S
Chevron U.S.A. , Inc. - Port Arthur Refinery
Jefferson County, Texas
•
Being a 103.224 acre tract or parcel of land out of and part of
that eartetts tract or parcel of land described by Deed dated 1-
11-12 recorded in Volume 126 Page 194, Deed Records, Jefferson
County, executed by the Texas New Orleans Railrced Ca. in- favor
of Gulf Refining Co. , also that 16.17 acres deedribed by Dead
dated 12-3-46 recorded in Volutes 652 Page 74, Deed Records,
Jefferson County, executed by Port Arthur canal and Dock Co. in
favor of Gulf Oil Co., also that 37.06 acres described by Deed
dated 6-1-22 recorded in Volues 222 Peeps (53, peed Records,
Jefferson County, executed by C. V. Bliss in favor of Gulf'
Refining Co., also that certain parcel known are tract 2 in Deed
dated 6--38-22 recorded n Volume 119 Page 76, Deed Records,
Jefferson County, executed by Port Canal and Dock Co. in favor or
Gulf Refining Co. , also that 2.50 acres described in Deed dated
7-13-14 raaarded in volume 145 Page 120, Deed Records, Jefferson
County, executed by Joe Stewts, et al, in favor of cult' Refining
Co., also that certain .7.40 acre tract described by Deed dated
1-16-22 recorded in Volum' 213 Page 269, Deed Records, Jefferson
County, executed by Port Arthur Rice Milling Co. in favor of cu1.f
Relining Co. , also that certain 0.43 more Quitclaim; Deed dated 6-
28-22 recorded in Volume 222 Page 328, Deed Records, Jefferson
County, executed by The Trustees of the Port Arthur Land Co. in
favor of Gulf 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 acro a; described by
Deed dated 2-7-02 recorded in Volume 57 Page 168, Dead Records,
Jefferson County, executed by J. M. Guffey Petroleum Co. in favor
of Gulf Refining co. , also out of and part of that 70- 00 acre
tract or parcel as described by Dud dated 1-11-02 recorded Ir.
Volume 56 Page 160, Deed Records, Jefferson County, also cut o.'
and part of that certain 19.50 acre tract as described by Deed
dated 12-14-01 recorded in Volume S5 Page 344 , Dead Records,
Jefferson County, executed by the Trustees for the Port Arthur
Land Co. in favor of J. M. Guf fey Petroleum Co.. , also that
Certain 1.11 acre tract described as "SECOND TRtCT" 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 oeln•y ::. re
described as follows
♦M/ •, V..VV M.-.. �.. ♦JYu
BEGINNING at a Gulf 011 monument found for the southwest corner
of said 0.034 acre tract;
THENCE North 41413'00" Last, a distance of 30. 39 feet to a point
for cornier in the Southerly Right-of-Way line of the Kansas City
southern Railroad;
THENCE, a curve to the Right, along said Southerly Right-or-flay
liens. from whose the chord bears North 48.28'13" Nest, e distance
of 1311.00 test, along the curve concave to the northeasnt, hiving
a radius of 704.50 feet and a central angle of 12.41'03.";
THENCE North 43..40'36" Wast, a distance of 4734.97 fest to I
point for the intersection of said Southerly Right-of-Way and the
Easterly Right-of-Way Line of State Highway 6377
THENCE South 10.25'06* East, along said Highway Eight-or-Way
line, a. distance of 277.39 fest to a point for corner in the
Northerly Bank of the Turning Basin;
THENCE Stauth 72.55'22" East, along the North side of said Turning
Basin, a distance of 42.2$ fast, to a point on the existing
Headwall for corner;
THENCE South 65429'15" East, a distance of 95.85 feet, to a point
on the existing Headwall for corner;
THENCE South 59.07'53" East, a distance of 44 . 54 teat, to a point
on the existing Headwall for corner;
THENCE South 77•14'260 East, a distance of 25. 61 fest, to a point
on the existing Headwall for oorner;
THENCE South 42.21'32" East, a distance of 718 .57 feet, to a
point on the existing Headwall for corner;
THENCE south 59.44146" West, a distance of 50. 68 feet, to a point
on the existing Headwall for corner;
THENCE South 29.36'07" 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 1206. 02 fast, to a
point on the existing headwall for corner;
•
THENCE South 48453' 15" East, a distance of 850 .91 feet, t. i
point on the existing Headwall for corner;
THENCE North 33.58106" East, a distance of 49 . 69 test, t.: point
on the existing Headwall for corner;
TRACT 5 Page 2 Of 4
THENCE South 41.32'56" East, a distance of 234 . 76 fest to an iron
rod found for corner;
THENCE South 02.16'15" Wast, a distance of 30.72 feet to an iron
rod round for corner;
THENCE South 42.06,26" West, a distance of 273 . 86 feet to an iron
rod found for corner;
THENCE South 48.40'11" West, a distanoa of 850.45 fast to an iron
rod found for corner;
THENCE South 37.13'59" Wast, a distance of 58. 96 feet to an iron
rod found for corner;
THENCE South 09.12'18" East, a distance of 809.79 feet toan iron
red found for corner;
THENCE South 10.27'44" 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 feat to an iron
rod found for corner;
THENCE North 54'49'49" East, a distance of 88. 17 fast 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 tomer;
THENCE North 8o•47'47n East, a die:taance of 166. 13 teat to an iron
rod found for cornarl
THENCE North 80.39'45" East, a distance of 613 .29 fast to an iron
rod found for corner;
THENCE North 65.43'07" East, a distance of 197.69 feet to as iron
rod found for corner;
THENCE North 61.12'28" Eaat, a distance of 201.44 feet to an irwn
rod found for corner;
THENCE North 52.05'05 East, a distance of 199 .63 feet to a} iron
rod found for corner;
THENCE North 34•20'04" East, a distance of 202. 39 feet to an ir-47r
rad found for corner; ,
THENCE North 20.41'05" East, a distence of 20.. . 24 ,feet to an it cr.
rod found for corner;
TRACT 5 Page 3 of 4
THENCE North 14.03'03" East, a distance of 63,15 feet to an icon
rod found for corner;
THENCE North 16.51'40" West, a distance of 230. 67 teat to an iron
rod found for corner;
THENCE North 25.46'00" West, a distance of 300. 34 feat to art iron
rod found for corner;
THENCE North 41.13'00" East, a distance or 214 .91 feet to thi
POINT OP BEGINNING. Containing 103.224 Acres, more or 14sa.
Notse: 1) Bearings Based on Port Arthur Land Co . Subdivision as
recorded in Volume 1, page 34 of the Map Records,
Jefferson County, Texas.
2) Drawing included on separate sheet.--/(,061
..... .�
ot
� ' • `.
•
Mark W. Whiteley, R.P.L. S. No. 3636 ' A�!'�ix0 off'
Y • s tl fiNA: ✓
l s 1Mrid\D31ATlA:13 i44
TRACT 5 page 4 cf 4
jurat W.717EASLAT
IsIBMIla
December 14, 3.994 1,0.iQft+Ns
TRACT e
Chevron 12.1,A. , Inc. - Port artlsir Refinery
Jefferson County, Texas
8aing a 371.73.9 acre tract or parcel of land out of and part of
that certain 179.41 acres of lard described ss "First Tract' by
Deed dated 2-24-07 rscorded in Volume IS Pass 499, Dad lamcorde,
Jefferson County, axeouted by LA. Phillips in favor of Gulf
Rsfiiinq Co., also that oertaia tract known as "Treat 10 ss
described in Deed dated 11-i4-ao recorded in Volume 7175 Page
197, Deed Records, Jefferson County, executed by Texaco, Zap. ,in,
favor of Cult Oil co., also that certain 77.20 acre tract an
described by Deed dated 4-1s-13 recorded it volume 119 Paige 44,
Dead accords, setferson County, also that certain 40 foot strip
of lard being sore particularly described as °Tract 1" by Deed
dated 12-24-11 recorded in Volume 212 Page f, Deed Records,
Jeftaraon County, executed by The County of O efferwn in tavor of
Gull Refining Co., also tbst 171.09 &ores is doscribed-by Deed
dated Lo-30-i5 recorded in Vo1use 153 Page 11, Seed Ards,
Jefferson county, executed by The Tsps Co. in favor of CTJ1f
Refining Co., also part of that 1.17 more tract described by Dud
dated 3-29.15 recorded in Volume 249 Page 49, Dead ]records,
Jefferson County, executed by The Trustees of The Port Arthur
Land Co. to favor of Gulf Refining Co., said 371.719 sores beth
sora Particularly described as follows
COx?tZNCINO of a Gulf oil aornusent found for flee southwest corner
of a 0.034 acute tract as described in Volume 219 Page 75 7
TRUCE North 41.15'31" Mast, a distance of 5630. 63 Stet to a
point for corner at the Northwesterly corner of the intersection
of the Southern Pacific Railroad and Spurr 714 for the POINT 07
aXczWNINC;
TRZRCE North 41'42'34" West, a distance of 3715.16 seat to a
point for oornsr in the Southwatarly Right-of-way line of Spurr
214;
T ENct South 62.2C1144 Wiest, along the c•ntarline of Alligator
Bayou, a distance of 1616.87 fast to a point for corner;
THZNCE South 34'44'10' }fest, a distance of 398.67 fat to a point
for corner in the beginning of a curve tangent to said Lino;
tr.1TRACT
/�i....i,.r r, 1 Page 1 Of 3
•
EC 27 •94 i1 :83 429 d92 :315 c).;I:A3c
•
SlintE 1Outhvsatsrly, westerly, nortbvtattrl3 and northerly a
distance of 120.41 feat to s point for eoraar along tht curve
concave to the north, having a radio•, of 50.0o fait and a cameral
angler of 231•LI'20.1
Tnnict North 1S•37►10' West tangent to said curve, a distant• of
24,03 !sat to a point for corner in said "'t=act 1';
TWZVCg North 43.10'479 West, along the forth Lina of said 'Trait
29 a distance of 14.00 test to a point for corner;
1UiTC2 ]torts 71•$3.391 Was!, a distance of 126.04 feet to a point
for cornar;
21(D10E North 17.6=•249 West, a distance of 60.09 seat to a point
for corners
TSEXCZ South 13,17'129 West, a dlatanca of 10.91 feat to a paint
for corder;
TEM= South 10.30'529 Nast, a distance of 100.06 Net to a palet
for corner;
macs south 74.32'11' Moat, a distinct of 122.43. feat to a point
for corners
TX 4CZ south 46.14'219 West, a distance at 91,22 teat to a point
for corner/
THFIiC* South 59.54'40" Wiest, a distance of 156.11 feet to •a point
for corre err J
TRINC1 South 43,49'069 Wast, a distance of 10.05 feet to a point
far corner;
THENCE South 32'46'13' Nest, n distenca of 147.22 fest to a point
for corner;
T7S2210E South 70.06'37' Vast, a distance of 159.21 feat to a point
for corner;
ThNcs South 30,101539 Vast, a distance of 31.21 feet to a point
for corner;
T1t (ci South 01.44'02" Wort, a distance of U.21 feat to a point
far corner;
Tf1ENCs South 53422'42' Tat$t, a distance of 37,65 fest to a point
for corner;
THESCE South 59'00'03' Nast, a distance of 109.15 fist to a point '-
TRACT 4
Aorrtoot ikamliarr n, MK page 2 of
£C 27 '94 11 13 439 1r 13? 045 YA%-AC- :3
•
for homer;
7E tCi South G192'541 Kest, a diatoms* of 541.26 feet to a point
for corner;
TCI South 61.46'16' Vast, a distance of 195.30 feet to a paint
for corner,
THII(CZ South 10.25'5`' 'fiat, a distance of 318.115 fest to a point
for corner J
T'7[VICE South 2='41'3!' Vast, a distance of 255.23 test to a point
for confer in the Northerly Right-of...Way line of the Southern
Pacific Railroad (basad on a 100' Right—of-Way);
TUC= South 51.05'32' last, along and vitt, the said lbrtbsrly
line, a distance of 2232.22 fast toe point for corner to the
beginning of a curve tangent to said line;
'MRCS solitbaastarly and southerly a diatanos of 1311.00 teat eo
a point for earner along the curve concave to the snuthvs.st,
having a radius of 1,45.24 fast and a central angle of 10'40'26';
TICZNCZ Stauth to•31'0ic east tangent to staid curve, a dist encs
of 1171.47 feet to a point for corner to a point of cusp eon a
curve concave to the southaast having a radius of $61.13 lest v4
a central angle of 24•aa•116' and being subtended by a chord vhich
bears North 37eG1'55' *sat 303.55 fest, said rod also Neinq at
the ifteriaction of said Northerly line and the Westerly Slight-
of—Way line tris Southern Pacific Railroads
THENCE northerly and northeasterly along said curve, a distanaa
of 205.42 fast to a point Cor corner)
THENCE Horth 37.14;241 last, along and vith said Southern eaaific
Railroad, a distinct of 5029.71 feat to the POINT of 2varn4INC.
Containing 371.719 Acres, stars or lass.
Notass 1) bearings aasa4 on Mort Arthur Land Co- Subdivision as
recorded in Volume 1. Fags 24 of the Map R.00rds,
Jefferson county, Texan.
2 Drawing included on aspirate sheet.
%tt((a( t
0 I •
4106
mark M. Whiteley, R.P.; 4 3536
�wwowiats�c,ea.a
TRACT 6 yeti,
a.rf,as loss.,, r, 1 Page 3 Of 3
)EC 27 '54 1 t t 1• 09 $292 13iS t'AGi.ea '
T140" 7
June 18, 2004
Field Note Description
Being an 1161.0954 acre Tract or Parcel of land out of and a part of that certain called 1555.182
acre tract of land out of the T.&N.O. 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 Fraaklin Baker Surrey
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.WARRANTY t'DEED dated
February 29, 1995,from Chevron U.S.A..Inc.,a Pennsylvania corporation,to Clark Refining&
Marketing,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 that 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-I0-24 recorded in Volume 240 Page 620, executed by W.P.H.McFaddin In favor of Gulf
Refining Co., out of'artd part of that certain 470.00 acre yr tract of land out of the T. 8s N.0.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 91,
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. 1 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. 725.as described in deed dated 7.6-77 recorded in Voltune
2022 Page 220 Deed Records Jefferson County,executed by Dan Benson,et 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"F first Tract"out of the Franklin Baker No.2 as described in deed dared
I 1-6-17 as recorded in Volume 169 Page 88 Dead Records Jefferson county,executed by John 1.
Wescott and May B. Wescott 1n favor of Gulf Refining Co., also that certain39.8074 acre inn as
described in deed dated 12-1-82 recorded in County Clerks Film Code Nu,190.111-1572 Real
Property Records Jefferson county, executed by W. P.Clements,Jr. Governor of the State of
Texas and Bob Armstrong, Commissioner of the General Land Office in favor of Gulf Oil Co.,
also that certain 10.0630 acre described as"Tract 2"in that certain deed dated 11-14-80 rscorde•
in Volume 2276 Page 267 Deed Records Jeff-et-son cunt,,executed b Texaco inc. iti fav�o:r'
Gulf Oil Co.,also that certain 24.00 acres out of the B C. Arthur Survey-, Abstract No. 61.
Jefferson County,being more fully described as"Second" in that certain dear dated 1 l
recorded in Volume 487 Page 72, Deed Records Jefferson County, executed're Texas area N:•,
Orleans Railroad Co. in favor of Gulf Oil Co..also 16.54 acres ea:of the T.s'4 0. R
Survey No. 121,Abstract No 25D, es described i„deed dated 4,4-51 recortd in t,olurne'S .
Page 107.Deed Records Jefferson County, executed b.:ST.'_n:e
fat;,r c'l'Gu(foil Cn
•
COMMENCING at a 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,Teras;
THENCE SOUTH 08°09'50" WEST for a distance of 6952.43 feet to a point for corner att►e
intersection of the Intracoastal Waterway Northerly Right-of-Way line as recorded in Volume
330,Page 136,Deed Records, Jefferson County,and the Southwesterly Right-of-Way line of
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 lint of the said TRACT 7 and the tract herein
described,for a distance of 403.26 feet toe 5/8 inch iron rod with cap stamped"WORTECIr for
the Southeast corner of that certain called 394.130 acre tract or parcel of land as described is a
CORRECTION SPECIAL WARRANTY DEED dated October 16,2003,frail THE PREMCOR
REFINING GROUP,INC.,a Delaware Corporation,to JEFFERSON COUNTY WATERWAY
AND NAVIGATION DISTRICT,recorded in Clerk's File No.2004007419.Official Public
Records of/et-Tenon County,Texas. and also being the most Southerly corner of the tract herein
described;
THENCE in a Northerly direction along the common line between the said 394.130 acre tract
and 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 ironrod 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 fora 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 5/8 inch iron rod with cap
stamped"WORTECH":
NORTH 50°56'10" WEST for a distance of 74.27 feet toe 98 inch iron rod with cap
stamped"WORTECH";
NORTH 47°03'54"WEST for a distance of 232.14 feet to a 5.8 inch iron rod with cap
stamped"WORTECH";
NORTH 36°05'34"WEST for a distance of 214.3S feet to a 5.'8 inch iron rod w itn cap
stamped"WORTECH";
NORTH 30°33'50" WEST for a distance of 166.22 feet to a 5;8 inchiron rod with or
stamped `•WORTECH":
NORTH 43'35'49"WEST for a distance.of 51.3'feet to a 5:S inzh irrn rad with cap
stamped"WORTECH' .
NORTH 70'48'48" WEST for. distance of 3:.36 feet to a 5'8 inch iron rud with
stamped"WORTECH";
NORTH 82°50'30" BLEST for a distance of 405.09 feet;oo z 5'8 i^...h i on
stamped"WORTECH";
SOUTH 55°03'52" WEST for a d!s:ance of 23 i .5 3; inc.: t..
151._ z.. _ , r_. _
stamped"AV ORTEC H ;.
NORTH 53°48'09"WEST fora distance of 58.59 feet to a 3/8 inch iron rod with cap
stamped"WORTECH";
NORTH 01°45'02" WEST fora distance of 229.95 feel to a 5/8 inch iron rod with cap
stamped"WORTECH'
NORTH 19°04'04"EAST for a distance of 192.07 feet to a 5/8 inch iron rod with op
stumped"WORTECH'
NORTH 00°40'17"EAST for a distance of 244.39 feet to a 5/8 inch iron rod with op
stamped'WORTECH";
NORTH 05°15'49" EAST for a distance of 554.53 feet to a 5/8 inch iron ro d with op
stamped"WORTECH'
NORTH 11°25'4 I" WEST for a distance of 206.61 feet to a 5.`8 inch iron rod with cap
stamped"WORTECH";
NORTH l0°53'54"'WEST for a distance of 259.58 feet to a 5/8 inch Iron rod Mith cap
stamped"WORTECH";
NORTH 47°45'37"WEST for a distance of 72.05 fees to a 5/8 inch iron rod with cap -
stamped"WORTECH";
NORTH 38°33'06" WEST fora distance of 220.02 feet to a 5/8 inch iron rod with cap
stamped"WOR'IECH";
NORTH 57°09'52"WEST for a distance of 35.78 feet to a 5/8 inch iron rod with cap
stamped"WORTECH";
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 518 inch iron rod;
THENCE SOUTH 04`46'06"EAST, along the common line between the said 394.130 acre tract
and the said tract herein described,for a distance of 80.14 feet to a 5/8 inch iron rod;
THENCE in a Southwesterly 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 03011'59"WEST for a distance of 30.03 feet to a 5/8 inch iron red:
SOUTH 30°03'18"WEST for a distance of 39.95 feet to a 5/8 inch iron rod;
SOUTH 46°4.5'41" VEST for a distance of 39.89 feet to a 5/8 inch iron rod:
SOUTH 58°37'27" WEST for a distance of 80.01 feet to a 5/8 inch iron rod:
SOUTH 63'09'03"WEST for a distance of 89.86 fee;to a 5:1 inch iron rod:
SOUTH 71=20'22" WEST for a distance of 109.19 feet to a$18 inch irea rod:
SOUTH 76°54'14" WEST for a distance of 70.88 feet to a 5;8 inch iron rid:
SOUTH 86°43'I8" WEST fora distance of 30.37 feet to a Y8 inch iron rod: •
THENCE in a Northwesterly direction along the common line bzee.cen the sai1 394.13r
tract and the said tract herein described the following courses and dist=nccs:
1 NORTH 87°22'50" \VST for a distance of)0.19 feet to a 5.7 inch
NORTH 02°13'30" 11E.S i fora distance of 6y.u' feet to a 5.t5 Ini!5 Irh::'c ;
NORTH 51. 11'11" \WEST for a distance of 17A feet to 7 :'e it ;......
Page 3 ;r'
NORTH 08°06'45" WEST for a distance of 216.03 feet to a 3/8 ince iron rod;
•NORTH 56°26'11" WEST for a distance of 55.94 feet to a 5/8 inch iron rod;
NORTH 54°06'47" WEST for a distance of 27.19 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 for a distance of 85.24 feet to a 5/8 inch iron rod;
NORTH 10°04`28" WEST for a distance of 82.57 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 of90.83 feet to a 5/8 inch iron rod;
NORTH 1707'21" WEST for a distance of48.40 feet to a 5/8 inch iron rod:
NORTH 54`41'54" WEST for a distance of 62.16 feet to a 5/8 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 fact 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 89°38'01"WEST for a distance of254.18 feet to a 5/8 inch iron rod;
SOUTH 78°59'06" WEST for a distance of 179.32 feet to a 5/8 inch iron rod;
SOUTH 78°14'29" WEST for a distance of 549.57 feet to a 5/8 inch iron rod with ap
stamped"W'ORTECH
SOUTH 37°5628" WEST for a distance of 206.57 feet to a 5/8 inch iron rod with cap
stamped"WORTECH";
SOUTH 02°10'39"VEST for a distance of 99.85 feet to a 5/8 inch iron rod with cap
stamped"WORTECH";
SOUTH 18°54'55"EAST for a distance of 239.18 feet to a 5/8 inch iron rod with alp
stamped"WORTECH";
SOUTH 12°09331 WEST for a distance of 527.03 feet to a 5;8 inch iion,rod wit-
stamped"WORTECH
SOUTH 05°40'11" WEST for a distance of 196.89 feet to a 5/8 inch iron rod with ca;
stamped"WORTECH
SOUTH 13°33'1 4" WEST for a distance of 1004.20 feet to a 5/8 inch iron rod wi th cap
stamped'`WORTECH"located in a Westerly line of the said TR‘-'.CT 7 and also
the Wasted) line of the said Tract 2:
THENCE NORTH 01°41'46" EAST,along th' said Westerly [ins of the said TAC T ' t''s iata
Tract 2 and the tract herein described,for a distance of 496 50 fee((s) a Civ; ,,; tilwrlcr.; f.'r
cornet;
THENCE NORTH 88' 06 49' WEST, along and -with a Soothed'line of said TRACT 7.,:•f rite
said tract herein described. a distance of 2169.t 0 f: to a point far corn ;n tae S 7 re;1e;:
lira of theiaffarsor1 Co.2nt1 D:a,naaa Distrt_. No. 7 alai.; L 1Et14G Larl t . i:'.
Southweaterl) corner of that certain Tract.i or said 112.53c acre,:
oac.; t,r
THENCE NORTH 09°09'08"EAST,along and with the West line of said Tract 3, the sed
TRACT 7 and the said tract herein described,a distance of 3 349.42 feet.to a point for corner.
said corner also being in said Southeasterly line of D.D.7 Outfall Canal;
THENCE NORTH 10° 41'30" EAST. along and with the West line of said TRACT 7 andthc
said tract herein described,a distance of 7819.98 feet,to a point for corner in theNorthwestcrly
line of said Outfall Canal;
THENCE SOUTH 46°43'29" EAST,along and with a Northeasterly lint of said TRACT and
the said tract herein described, a distance of 769.40 feet to a point for corner;
THENCE in a Northerly direction along and with a Westerly line of said TRACT 7 and thesaid
tract herein described the following courses and distances;
NORTH 01°06'04"EAST,a distance of 358..89 feet to a point for comet;
NORTH 44° 18'04" EAST,a distance of 548.06 feet to a point for corner;
NORTH 19°44'31''EAST,a distance of 252.95 feet to a point for comet 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 acre
tract and a Westerly line of the said TRACT 7 and the said tract herein described,a distanraf
100.26 feet to a point for corner;
THENCE continuing is a Northerly direction along and with e Westerly line of said 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" NEST,a distance of 169.19 feet.to a point for comer;
NORTH 06°•35'24" WEST, a distance of 120.91 feet,to a point for corner:
NORTH 0e.'45'47" WEST, a distance of 121.92 feet. to a point for corner;
NORTH 06'20'31" WEST, a distance of 87.61 feet, to a point for corner;
NORTH03°48'09" WEST, a distance of 106.37 feet,to a point for corner:
NORTH O8° 13'01" WEST, a distance of 99.75 feet, to a point for comer.
NORTH 26°44'50" EAST,a distance of 104.69 feet;to a 518 inch iron rod for cone!:
NORTH 35°24' 15" NEST, a distance. of 110.78 feet. to a 2 inch iron pipe for cornet;
NORTH 38' 54'28" EAST, a distance of 147.09 feet,to a point for corner;
NORTH 51'05' 3?" WEST, a distance of 568.96 feet,to a point for cornu;
NORTH 38' Se.'28" East,a distance of 100.00 fact, to a point for corner ir. the Seu :t
Right-of-Way line of the Southern Pacific Railroad (based on a 100 foot Right-ot-+`•s:,'
and the ntosr Northerly corner of the said TRACT 7 and the said tract h:rein descr:�r :
THENCE SOUTH 51'05' 31" EAST. alone and with said Southerly Right-of-Way line sec the
Northerly line of said TRACT 7 and the said tract herein described.a distance e!.'2251.
;he brZ;r..,t:ingof iJ,JR'e iU!!,d1 c ft.,the Sow.'neesu t'..a'.ing a redies i t4:.3^test, ante
angle of 40° 40'25"and being subtended by a chord which tears South 30°45 19" East l28l.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 13 1 0.00 fent to
a point for corner;
THENCE SOUTH l0° 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 of 1496.20 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 1 436 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 die said
tract herein described,a distance of 37.20 feet,to a point for comer;,
THENCE SOUTH 29°44'24" WEST, along the Easterly line of the said TRACT 7 and the said
tract herein described.,a distance of 100.86 feet to a point for corner in the Westerly line ofState
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 lin:of the sail
TRACT 7 and the said tract herein described, the following courses and distances;
SOUTH 1 D° )7'36" EAST tangent to said curve,a distance of 147.00 feet, to an iron rod
for comer;
SOUTH OP 27'08" EAST, a distance of 333.63 feet, to a Texas Department of
Transportation Highway Monument for corner;
SOUTH 12°42'33"EAST, a distance of 548.43 feet.to a point for comer:
SOUTH 19°25'06'EAST,a distance of 4577.81 feet.to an iron rod For fegin hni.r:a
curve tangent to said line;
THENCE Southerly along the said Westerly line of State Higttv.a; S7 and the Easterly li ec
the said TRACT 7 and the said tract hereia,Qiescribed,a distance of 766.64 fen to a po=i r*f:•;
corner along the curve concave to the east.having a radius of 5'79.64 feet,aki 1 contral
07°36'00";
THENCE SOUTH l3'01'06" EAST. a:rg the 32i'1,.
••e
Easterly line of the said TRACT? and rice seid t:act hercir, de:c-ihz?. tar2en.:. _w: ! :a.•e.'
distance cf 160;.53 feet to o point for coerce;:
Page 6 7
THENCE SOUTH 17°59'37"EAST,along the said Westerly line of State Highway 87 aedthe
Easterly line of the said TRACT 7 and the said tract herein described, a distance of 1803.26fcet
to a point for corner;
THENCE SOUTH I7'07'06" EAST,along the said Westerly line of Star Highway 87 and the
Easterly line of the said TRACT 7 and the said tract herein described,a distance of 983.17 feet to
the POINT OF BEG1i(NING,containing 1161.0954 Acres,more or less.
Notes: 1) Beatings Based on Port Arthur Land Co.Subdivision ss recorded in Volume 1.Page
24 of the Map Records.Jefferson County,Texas.
•
C3^ 7 Ct'
MA1LXw.IVIUTZLET
ANDISSOCZUTXS
SOOGNIMATED
cOmstomMarolaaps
=maw Ant nortlim
December 14, 5994 ro.ROxit3
as4 ufmmN1',rrus m26
409)1.02401
MCT s
Chevron U.S.A. , Inc, - Port Arthur Ratinory
Jefferson County, Texas
Being a 1151.947 acre tract or parcel out of the T.4 N. O. R.R.
Survey abstract No.'s 279, 230, 281 and 282 and part of that
certain 1158.220 acre tract as conveyed by correction Deed dated
6..15.54 described in Volume 946 Page 461 Deed Retards, Jefferson
County, Texas, executed by W. P. X. KoFaddin at al, in favor 6f
Gulf Refining Co. ,
COMMENCING 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 89.02'57" West fora distance of 7651.45 fust to
the POINT OP BZGINNING 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
corner,
THENCE North O1°41'54" East, along the Easterly bank of Taylors
Bayou, a distance of 795. 29 feat to a point for corner;
THENCE along and with the meanders of Taylors Bayou the fo3.ouing
courses and distances:
North 65°50'55" West, a distance of 185.16 feet;
North 65.16'37" Kest, a distance of 214.32 feet;
North 82.52'05" West, a distance of 157.17 fest; •
south 83.24'06" West, a distance of 224.05 feet;
South 83.05041" West, a distance of 210.17 feat;
South 77°03'3e" West, a distance of 203.07 feet;
South 78.30'24" West, a distance of 272.02 feet;
South 85'22'38" West, a distance of 242.25 fest;
South 89.26'42" West, a distance of 242.77 feat;
North 88,05'59" West, a distance of 170.97 feet;
North 83.33'43" West, a distance of 201.28 feet;
ttarth 03.24'04" West, a distance of 214.13 feet;
South 99.57'31" West, a distance of 189. 34 fest;
north 85.44'59" West, a distance of 217.24 feet;
forth 88'22'46" West, a distance of 210.22 feat;
South 76.06'18" West, 'a distance of 137.90 feet;'
'err 8 Page 1 of 2
South 67'39'43" West, a distance of 143.32 feet;
South 74'17'17' Wast, a distance of 206.93 feet;
South 49.47'10" West, a distance of 423.16 feet;
South 39'13'11" Vest, a distance of 266.19 feet;
South 43.33'33" West, a distance of 185.95 feet;
North 71'02'32" Nest, a distance of 39.25 feet;
South 73'01'56" West, a distance of 433.98 feet;
North 75.30'55" West, a distaioe of 311.04 feat;
North 56'19'55" West, a distance at 143.87 feat;
North 49'15'31" West, a distance of 241.31 fest;
North 37.1S'0s" West, a distance of 236.94 feet;
Korth 17•Z1'11" Wait, q distance of 116.22 Cast;
North 43.56'45* Wast, a diatanae of 95.94 teat;
North 72.11'56" West, a distance of 116.30 feet;
North 66'49'$9" West, a distance of 197.27 feat;
South 1440,36" W1st, a distance of 121.65 feet;
South 79'4=042* West, a distance of 175.56 test;
South 4i'59'S2* West, a distance of 461.13 fest;
South 38'34.02" West, a distance of 364.41 fest; .
South 46'36'31" West, a distance of 326.13 feat;
South 37.39'3$" pest, a distance of 602.21 feet;
South 69.00'56" West, a distance of 288.46 fest;
South 14.04'11" West, a distance of 191.78 feet;
North 72.36'35" West, a distance of 37).97 feet;
North 63'04'55" West, a distance of 253.47 feat;
North 41.15'22" Wast, a 'distance of 227.17 feet;
North 45.23'31" West, a distance of 371.40 feat;
North 62'54'54" West, a distance of 83.38 feat;
South 19.04'33" West, a distance of 196,66 feat;
South 28405'01" West, a distance of 175.59 teat;
WHENCE South 03'53'30" West, a distance of 5167.17 feet to a
point for corner;
THrNCE south 86.03'57" East, a distance of 8203. 37 feet to the
POINT or AZGINNINs. Containing 1151.947 Acres, snore or less.
Notes: 1) Bearings Based on Port Arthur Land Co. Subdivision as
recorded in Volume 1, Page 24 of the Map Records,
Jefferson County, Texas.
•
_) Drawing included on separate shoot.
*IV . 363
suR;t.
Mark W. Whitney, R.P.L.S. too. 3635 �..•-
J:V:r4,NNATA174.40i.M13
• TRACT 8 Pag a 2 of i
1/iDf ; oV:02 •ww 4440
M$ anitatrc, ....,
7llRR W. WMZThLSY
AND ASSOCUTXS
ppm .(ORPO�D
31.0�Y�)'Glt901011411105
.A1122 ibwethts
t,O,MQXpl2
December 14, 1994 suumatm2'ftra.sMaa
CM MM2.401
TRACT 1
Chevron U.S.A. , Inc, - Fort Arthur Refinery
Jefferson County, Texas
•
Being a 120.517 acre tract or parcel of land situated in the
Texas and Hew Orleans Railroad Survey, Section 122, 2afCorson
• County, Texas and being out of a 533.61 acre tract or parcel of
land described in deed from W.P.K. KcFaddin to Gulf Refining
Cospany, dated June 11, 1924, recorded in Volute 240, Page 62o,
Deed Records, ,faffereon County, Texas, and alto the reriainder of
a 57.00 acre tract or parcel of land described indite from
W.P.H. t!OFaddin to Gulf Refining Company, dated January 30; 1923 ,
recorded in Volume 223, 'Page 2s6, Dead Records, Jefferson County,
Taxa*, said 120.317 acre tract being more particularly descrlhed
as follows:
COXNINCING at a Gulf monument found for the southeast corner of e
0.034 acre -tract as desoribid on Volume 219 Page 76, Deed
Records, Jefferson County, Texas;
THENCE South 33°20'21" West, a distance of 10, 372,12 feet to a
point for the POINT OF BEGINNING;
THENCE South 28.19'06" East, a distance of 3595 .70 feat to a Gul£
monument found;
THENCE North 0I1,28'44n East, a distance of 31. 96 feet to a point
for corner;
THENCE North 01.42137" East, a distance of 1656 .5o feat to a
point for corner;
THENCE North 86'43' 1E0 West, a distance of 570. 31 teat to a point-
tor
oint=for corner;
THENCE South 72'57'22" West, a distance of 100 , 0C feat to a ?pint
for corner;
TRACT 9 Page 1 of 2
w... •ai lu►y
THENCE South 72•S7'02" Want, n distance of 5207 .42 teat to the
POINT Or BEGINNING and containing 120.517 Acres, more or lass.
Notes: 1) Bearings Based on Port. Arthur Land co. Subdivision as
recorded in Volum 1, Page 24 of the Map Records,
Jefteraon County, Texas.
2) Drawing included on seperate shoat.
•
a *. 'KS.
44it,tie
Mark W. Whiteley, R.P.L.S. No, 363E 4 ,� �Q
' d
wrr
I r\x'40\OA/A.V11AC?9.Xii
TRACT 9 Page 2 of 2
MARX W. RIIITRLIZT
AND• PpTSD
P0.icuula
TWEVONT.tztiS m26
to:lea24au
December 14, 1994
TRACT 10
Chevron B.S.A. , Inc. - Port Arthur Refinery
Jefferson County, Texas
•
Being a 0.782 acre tract or parcel of land situated in the B.C.
Arthur Survey, Abstract Nc.e . and also out of Blocks Two, .Three,
and Pour (2,3, i4) in Ranges P and Q of the lands of the Port
Arthur Land Company, )atfcapon County, Texas and being described
in deed from port Arthur Land Company to Gulf Refining Company
dated November 11, 1913 recorded in Volume 140, Page 316, Deed
Record., Jefferson .County, Texas, said 0.761 acre tract being
more particularly described as follows:
CONNENCtNG at Gulf monument found for the sout7iweet corner of a
0.034 acre tract as described in Volume 219, Page 76, of the Deed
Records, Jefferson County, Ttxee;
THENCE North 12'59'34" West, a distance of 6689 . 46 feat to 4
point for the POINT OF BEGINNING of the herein described tract;
THENCE North 37'14 '24" East, a distance of 2204. 66 feat to a
point for corner;
THENCE South 29.38'43" West, a distance of 75. 66 fast to a yoint
for corner;
THENCE South 37.14'23" West, a distance of 350.00 fest to a Point-
for corner;
THENCE South 31.14'41" West, a distance of 201. 0 Seat to a poinr_
for corner;
THENCE South 38.17'23" West, a distance of 1659 .94 feat to the
PO/NT OF BEGINNING and containing 0.761 ACrss, c::.:,-2 or 11:1:,1
TRACT 10 Page 1 o: 2.
•
a• tort g$:174 "wavy 011i 1345
All 11411Dl.bt u�
'Wu1
Note: 2) Bearings based on Port Arthur band Co. Subdiviel ion al
redorded in Volume 1, Page 24 of the Map Records,
Jefferson County, Texas.
2) Drawing Included on depurate sheat.
Viapg ..4
.yw...
Mark W. Whiteley, R.P.1..S. No. 363 0
T imine\o4TA\ToACTlo.Ny
•
TRACT 3.0 Page 2 of 2
Wag W. FIBITSLI7
AND A•990CinerS
ORATED
CONSVIZINO
AO.BOUM
WAVALONT,TZtt.5 7772l
December 24, 1994 !!ei ?1
TRACT 11
Chevron 13,s.Jl. , Inc. - Port Arthur Ref inery
Jefferson County, Texan
Being a 4.123 acre tract or parcel of land situated in the ?Rias
and New Orleans Railroad Company Survey 121, Patent 1433, Volume
13, Jeftersor, County, Tames and described in dead from Texas and
New Orleans Railroad Company to Gulf Oil Corporation, dated
November 19, 1940, recorded in Volume 487, Page 72, Deed Records ,
Jaaffersan County, Texas, acid 4.123 acre tract beim more
particularly described as follows;
CONXZNCrNO at Gulf monument found for the southwest corner- of a
0.4334 Gore tract as described in Volum• 219, Pege76, of the Dead
Records, .7efteraon County, Texas;
TNZNCE North 56°42'06" West, a distance of 7792.78 feet to a
point for the POINT of BEGINNING of the herein described tract;
THENCE North 71'40'S5" West, a distance of 72 . 59 feet to a point
for corner;
•
TACE North 85°42'3o West, a distance of 94. 38 feet to a point
for corner;
THENCE South 11'09'03" East, a distance of 1558,2E facet to
point for Corner;
THENCE North 04°23108" Zest, a distance of 33.0.32 feet to a poi:I t
for corner;
THENCE North 10625'51" West, a distance of 244 .:8 fact to s point
for corner;
TiiEi10E North 21°07'49" East, or 1.05 .$ f3et tc e point
for corner;
TRACT 11 Page 1 or 2
THENCE North 10.25'07" West, a distance of 903 . 68 feat to th.
POINT OF $!GINNING and containing 4.123 acres, more or less.
Notes: 1) Bearings Based on Fort Arthur Land Co. Subdivision is
recorded in ValUMa 1, Page 24 of the Map Records,
Jefferson County, Texas.
2) Drawing included on separate sheet.
j01.41 •
awl
Hark W. Whiteley, R.P.L.B. No. 3636
Ft1YV801DA7A1T*ACT11.}lit
TRACT 11 Page 2 of i
EXHIBIT "H"
LEGAL DESCRIPTION
of
TOTAL Petrochemicals USA, Inc. and TOTAL PAR, LLC
(Resolution No. 16-348)
14
TRACT I
1,2271 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 32"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 32" Street, a
distance of 1305.06' to a point for corner on the intersection of the South right of way line of said 32'
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 Y" 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 '/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 '/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 1/2" 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'/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 '/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 'h" 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 ''/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 '/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 '/z" 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 '/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 ''/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 '/z" 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 'A" 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 %2" 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 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"
LEGAL DESCRIPTION
of
Oxbow Calcining LLC
(Resolution No. 16-334)
15
113.2 ACRES OF LAND
OUT OF THE B. C. ARTHUR SURVEY,ABSTRACT NO. 61,
THE W. H. THAXTON SURVEY,ABSTRACT NO 831,
& THE JOHN BENNETT SURVEY,ABSTRACT NO. 70,
CITY OF PORT ARTHUR,
JEFFERSON COUNTY,TEXAS
BEING 113.2 acres of land out of and a part of the B. C. Arthur Survey,Abstract No. 61,
the W. H. Thaxton Survey, Abstract No. 831 and the John Bennett Survey, Abstract No.
70, City of Port Arthur, Jefferson County, Texas; being the same land described in
Amended and Restated Memorandum of Lease between the Kansas City Southern
Railway Company and Great Lakes Carbon, LLC, recorded in File No. 2004033339,
Official Public Records, Jefferson County, Texas and a portion of an abandoned roadway
known as Coke Dock Road, recorded in Film Code 104-81-0396 and File No.
2004030565, Official Public Records, Jefferson County, Texas; said 113.2 acre tract
being more fully described by metes and bounds as follows,to wit:
BEGINNING at a point on the intersection of the West line of a 50' wide roadway
easement named Coke Dock Road, recorded in Film Code 101-48-0758, Official Public
Records, Jefferson County, Texas and the Southeasterly line of a Kansas City Southern
Railway Company right of way as shown in said roadway document; said point being the
Northeast corner of the herein described tract; having a State Plane Coordinate of N:
13888791.79', E: 3566934.08;
THENCE, South 26 deg., 04 min., 19 sec., West, on the West line of said Coke Dock
Road, a distance of 813.71' to a point for corner being an angle point on the Easterly line
of the herein described tract;
THENCE, South 26 deg., 43 min., 03 sec., West, continuing on the West line of said
Coke Dock Road, a distance of 1346.79' to a point for corner being the Northeast corner
of a (Called 12.390) acre tract of land recorded as Tract 1 to Chevron Phillips Chemical
Company, LP, recorded in File No. 2004000578, Official Public Records, Jefferson
County,Texas;
THENCE, the following bearings and distances on the perimeter of the (Called 12.390)
acre tract:
North 57 deg., 34 min., 52 sec., West, a distance of 450.97' to a point for corner;
South 27 deg., 01 min., 45 sec., West, a distance of 107.86' to a point for corner;
North 57 deg.,47 min., 43 sec., West, a distance of 358.47' to a point for corner;
South 27 deg., 05 min., 48 sec., West,a distance of 409.60' to a point for corner;
South 57 deg.,42 min., 23 sec.,East, a distance of 360.30' to a point for corner;
South 26 deg., 50 min., 35 sec., West,a distance of 354.87' to a point for corner;
South 57 deg., 34 min., 47 sec., East, a distance of 453.19' to a point for corner on the
West line of said Coke Dock Road;
THENCE,North 57 deg., 34 min., 08 sec., East, a distance of 50.27' to a point for corner
on the West line of a (Called 7.419) acre tract of land recorded as Tract 2 in said File No.
2004000578, Official Public Records, Jefferson County,Texas;
THENCE, the following bearings and distances on the West line of the (Called 7.419)
acre tract:
South 26 deg., 44 min.. 09 sec., West, a distance of 170.10' to a point for corner;
South 20 deg., 22 min., 11 sec., East, a distance of 68.21' to a point for corner;
South 65 deg., 22 min., 11 sec., East, a distance of 97.16' to a point for corner;
South 23 deg., 37 min., 56 sec., West, a distance of 214.97' to a point for corner;
South 38 deg., 56 min., 11 sec., West, a distance of 169.85' to a point for corner;
South 16 deg., 28 min.,43 sec.,East, a distance of 150.65' to a point for corner;
South 08 deg., 39 min., 15 sec.,East, a distance of 59.77' to a point for corner;
South 00 deg., 50 min., 01 sec., West, a distance of 80.48' to a point for corner;
South 08 deg., 25 min., 38 sec., West, a distance of 66.51' to a point for corner;
South 63 deg., 05 min., 35 sec., East, a distance of 83.05' to a point for corner;
THENCE, South 63 deg., 24 min., 43 sec., East, a distance of 131.88' to a point for
corner on the (Called common line) of the John Bennett Survey Abstract No. 70 and the
B. C. Arthur Survey,Abstract No. 61;
THENCE, South 07 deg., 02 min., 16 sec., West, a distance of 82.94' to a point for
corner;
THENCE, South 16 deg., 36 min., 09 sec., West, a distance of 102.77' to a point for
corner;
THENCE, South 22 deg., 26 min.. 02 sec., East. a distance of 60.90' to a point for
corner;
THENCE, South 59 deg., 42 min., 14 sec., West, a distance of 66.47' to a point for
corner;
THENCE, South 19 deg., 33 min., 27 sec., West, a distance of 38.73' to a point for
corner;
THENCE, South 33 deg., 58 min., 15 sec., West, a distance of 24.32' to a point for
corner;
THENCE, South 57 deg., 37 min., 11 sec., East, a distance of 40.00' to a point for
corner;
THENCE, South 32 deg., 22 min., 52 sec., West, a distance of 52.22' to a point for
corner on the North line of the West Turning Basin; said point for corner being the
Southeast corner of the herein described tract; having a State Plane Coordinate of N:
13884626.28, E: 3565601.66;
THENCE,North 57 deg., 37 min., 20 sec., West, on the North line of said West Turning
Basin, a distance of 669.59' to a point for corner;
THENCE,North 57 deg., 37 min., 22 sec., West, on the North line of said West Turning
Basin, a distance of 1645.54' to a point for corner;
THENCE, North 06 deg., 06 min., 47 sec., West, continuing on the North line of said
Turning Basin, a distance of 218.40' to a point for corner;
THENCE, North 14 deg., 58 min., 51 sec., West, continuing on the North line of- said
Basin, a distance of 355.20' to a point for corner;
THENCE, North 03 deg., 40 min., 15 sec., West, continuing on the North line of said
Basin, a distance of 242.76' to a point for corner;
THENCE, North 44 deg., 20 min., 29 sec., East, a distance of 119.34' to a point for
corner on the East line of a tract of land conveyed to Clark Refining and Marketing, Inc.,
recorded in File No. 9505598, Official Public Records, Jefferson County, Texas; said
point for corner being the Southwest corner of the herein described tract;
THENCE, the following bearings and distances on the East line of said Clark Refining
tract:
North 64 deg.,46 min., 29 sec.,East, a distance of 199.30' to a point for corner;
North 76 deg., 15 min., 19 sec.,East, a distance of 799.75' to a point for corner
North 61 deg., 52 min., 47 sec.,East, a distance of 200.00' to a point for corner;
North 56 deg., 44 min., 20 sec., East, a distance of 201.90' to a point for corner;
North 44 deg., 46 min., 22 sec., East, a distance of 198.10' to a point for corner;
North 32 deg., 32 min., 19 sec.,East, a distance of 199.85' to a point for corner;
North 15 deg., 52 min.,42 sec.,East, a distance of 200.02' to a point for corner;
North 10 deg., 37 min., 30 sec.,East, a distance of 64.31' to a point for corner;
North 13 deg., 29 min., 51 sec.,East, a distance of 92.08' to a point for corner;
North 19 deg., 07 min., 03 sec.,East, a distance of 103.17' to a point for corner;
North 25 deg.,26 min., 15 sec.,East, a distance of 103.90' to a point for corner;
North 34 deg.,28 min., 43 sec.,East, a distance of 103.98' to a point for corner;
North 41 deg., 37 min., 37 sec., East, a distance of 103.79' to a point for corner;
North 49 deg., 22 min., 38 sec., East, a distance of 103.98' to a point for corner;
THENCE,North 57 deg., 41 min., 37 sec., East, a distance of 34.20' to a point for corner
on the Southeasterly right of way line of said Kansas City Southern Railway Company;
THENCE,North 88 deg., 50 min., 38 sec., East, on the Southeasterly right of way line of
said Kansas City Southern Railway Company, a distance of 64.26'to a point for corner;
THENCE,North 82 deg., 24 min., 43 sec., East, continuing on the Southeasterly right of
way line of said Kansas City Southern Railway Company, a distance of 106.72' to a point
for corner;
THENCE, North 74 deg., 16 min., 46 sec., East, continuing on the Southeasterly right of
way line of said Kansas City Southern Railway Company, a distance of 107.40' to a point
for corner;
THENCE,North 69 deg., 23 min., 49 sec., East, continuing on the Southeasterly right of
way line of said Kansas City Southern Railway Company, a distance of 1135.11' to a
point for corner;
THENCE,North 67 deg., 58 min., 10 sec., East, continuing on the Southeasterly right of
way line of said Kansas City Southern Railway Company, a distance of 51.14' to the
POINT OF BEGINNING and containing 113.2 acres of land, more or less.
Note: Bearings, distances, coordinates and acreage shown are based on State Plane
Coordinate Grid System, Texas South-Central Zone,NAD 83.
Scale Factor=0.999906809, Convergence Angle= 02 deg., 28 min., 15 sec.
Reference Monument=NGS AJ8221.
Note: This description is based on recorded Deeds and prior surveys made by Soutex
Surveyors& Engineers. October 16, 2013.
Oxbow Calcining
LS-13-0645
RPLS#5481
TBPLS#10213800
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EXHIBIT "J"
LEGAL DESCRIPTION
of
GT Logistics and Golden Triangle Properties
(Resolution No. 14-577)
16
April 30, 2008
METES AND BOUNDS DESCRIPTION OF
A 1,116.39 ACRE TRACT OF LAND IN THE
T & NO RAILROAD SURVEY, SECTION 276,ABSTRACT 414,
THE T& NO RAILROAD SURVEY, SECTION 275, ABSTRACT 316,
THE BBB & C RAILROAD CO. SURVEY, SECTION 390, ABSTRACT 93,
THE W. KYLE SURVEY, ABSTRACT 414, THE WILLIAM H. VORIS SURVEY,
ABSTRACT 382, AND THE R. A. GREER SURVEY, ABSTRACT 666
PORT ARTHUR, JEFFERSON COUNTY, TEXAS
A 1,116.39 acre (48,630,066 square feet) tract of land In the T & NO Railroad Survey,
Section 276, Abstract 414, the T & NO Railroad Survey, Section 275, Abstract 316, the
BBB & C Railroad Co. Survey, Section 390, Abstract 93, the W. Kyle Survey, Abstract
414, the William H. Voris Survey, Abstract 382, and the R. A. Greer Survey, Abstract
666, Port Arthur, Jefferson County, Texas, and being comprised of a called 1101.94
acre tract of land (called Parcel 1) conveyed to Equistar Chemicals, LP and described in
a deed to National Distillers and Chemical Corporation, as recorded under Jefferson
County Clerk's File Number 8403467, a called 2.02 acre tract of land (called Parcel N)
described in a deed to National Distillers and Chemical Corporation, as recorded under
Jefferson County Clerk's File Number 8403467, and a called 9.49 acre tract of land
described in a deed to National Distillers and Chemical Corporation, as recorded under
Jefferson County Clerk's File Number 8414481, said 1,116.39 acre tract being more
particularly described as follows (bearings based on the Texas State Plane Coordinate
System, South Central Zone, derived by GPS observations from TXBM, TXCN, and
TXGA (TXDOT COR Stations)):
COMMENCING at a 3/8-inch iron rod found at the northwest corner of a called 1.345
acre tract of land described in a deed from Equistar Chemicals, LP to Lakeside Palomar
Community Development, Inc., as recorded under Jefferson County Clerk's File Number
2001004526, the intersection of the southerly right-of-way line of State Highway 73
(width varies), and the easterly right-of-way line of Lakeside Plaza:
THENCE, South 85 degrees 12 minutes 34 seconds East, along the southerly right-of-
way line of said State Highway 73, a distance of 139.60 feet, to a 3/8-inch iron rod found
at the northeast corner of said called 1.345 acre tract, the most northerly corner of said
called 1101.94 acre tract, and the most northerly corner and POINT OF BEGINNING of
the herein described tract of land;
THENCE, South 75 degrees 27 minutes 26 seconds East, along the southerly right-of-
way line of said State Highway 73, a distance of 636.46 feet, to a 5/8-inch iron rod with
"CLR" cap set at a northeasterly corner of the herein described tract, the intersection of
the southerly right-of-way line of said State Highway 73 and the westerly right-of-way
line of F.M. 823 (100 feet wide);
F:\surveyt07043001DOCSIMB-1116.doc 1116 Ac Page 1 of 10
THENCE, South 34 degrees 49 minutes 10 seconds East, along the westerly right-of-
way line of said F.M. 823, a distance of 846.39 feet, to a 5/8-inch iron rod with "CLR"
cap set at a point of curvature;
THENCE, Southeasterly, along said curve to the left, through a central angle of 10
degrees 25 minutes 43 seconds, to a 5/8-inch iron rod with "CLR" cap set at a point of
tangency, said curve having a radius of 1,687.07 feet, an arc length of 307.07 feet, and
a chord which bears South 40 degrees 02 minutes 02 seconds East, a distance of
306.65 feet;
THENCE, South 45 degrees 06 minutes 25 seconds East, a distance of 59.59 feet, to a
5/8-inch iron rod with "CLR" cap set at an interior corner of the herein described tract;
THENCE, North 47 degrees 31 minutes 22 seconds East, a distance of 100.11 feet, to a
1-inch iron pipe found at an interior corner of the herein described tract, and lying in the
easterly right-of-way line of said F.M. 823;
THENCE, North 45 degrees 06 minutes 25 seconds West, along the easterly right-of-
way line of said F.M. 823, a distance of 64.31 feet, to a 5/8-inch iron rod with "CLR" cap
set at a point of curvature;
THENCE, Northwesterly, along a curve to the right, through a central angle of 10
degrees 25 minutes 59 seconds, to a 5/8-inch iron rod with "CLR" cap set at a point of
tangency, said curve having a radius of 1,587.07 feet, an arc length of 288.99 feet, and
a chord which bears North 40 degrees 02 minutes 10 seconds West, a distance of
288.59 feet;
THENCE, North 34 degrees 49 minutes 10 seconds West, a distance of 742.18 feet, to
a 1-inch iron pipe found at a northwesterly comer of the herein described tract;
THENCE, North 29 degrees 49 minutes 53 seconds East, a distance of 61.31 feet, to a
1-inch iron pipe found at a northwesterly corner of the herein described tract, and lying
in the southerly right-of-way line of said State Highway 73;
THENCE, South 85 degrees 05 minutes 29 seconds East, along the southerly right-of-
way line of said State Highway 73, a distance of 75.01 feet, to a 5/8-inch iron rod with
"CLR" cap set at a northeasterly corner of the herein described tract;
THENCE, South 30 degrees 56 minutes 15 seconds East, a distance of 1,073.07 feet,
to a 1-inch iron pipe found at an interior corner of the herein described tract;
THENCE, North 43 degrees 45 minutes 45 seconds East, a distance of 123.97 feet, to a
5/8-inch iron rod with "CLR" cap set at a northeasterly corner of the herein described
tract;
F:Isurvey107043001DOCSIMB-1116.doc 1116 Ac Page 2 of 10
THENCE, South 30 degrees 54 minutes 24 seconds East, a distance of 4,363.53 feet,
to a 5/8-inch iron rad with "CLR" cap set at an angle point in the easterly line of the
herein described tract;
THENCE, South 32 degrees 16 minutes 49 seconds East, a distance of 400.39 feet, to
a broken concrete monument found at the most northerly corner of the aforementioned
called 9.49 acre tract;
THENCE, Southeasterly along a non-tangent curve to the left through a central angle of
01 degrees 34 minutes 14 seconds, to a 5-inch concrete monument found at the most
easterly corner of said called 9.49 acre tract, said curve having a radius of 5,779.65
feet, an arc length of 158.43 feet, and a chord which bears South 34 degrees 37
minutes 50 seconds East, a distance of 158.40 feet;
THENCE, South 36 degrees 37 minutes 44 seconds West, a distance of 2,716.64 feet,
to a 1-inch iron pipe found at the most southerly corner of said called 9.49 acre tract and
an interior corner of the herein described tract;
THENCE, South 64 degrees 42 minutes 06 seconds East, a distance of 1,434.17 feet,
to a 5-inch concrete monument found at an easterly corner of the herein described tract,
and lying in the in an easterly line of the herein described tract;
THENCE, South 14 degrees 26 minutes 02 seconds East, a distance of 389.11 feet, to
a point in the northerly bank of Taylor Bayou, at the southeasterly corner of the herein
described tract;
THENCE, North 89 degrees 54 minutes 00 seconds West, along the northerly bank of
Taylor Bayou, a distance of 88.44 feet, to a point for corner;
THENCE, North 76 degrees 03 minutes 49 seconds West, along the northerly bank of
Taylor Bayou, a distance of 88.58 feet, to a point for corner;
THENCE, North 84 degrees 22 minutes 39 seconds West, along the northerly bank of
Taylor Bayou, a distance of 59.83 feet, to a point for corner;
THENCE, South 88 degrees 58 minutes 36 seconds West, along the northerly bank of
Taylor Bayou, a distance of 59.73 feet, to a point for corner;
THENCE, South 86 degrees 45 minutes 53 seconds West, along the northerly bank of
Taylor Bayou, a distance of 38.13 feet, to a point for corner;
THENCE, North 13 degrees 41 minutes 30 seconds East, a distance of 11.39 feet, to a
point for corner;
F:\survey107043001DOCSIMB-1116.doc 1116 Ac Page 3 of 10
THENCE, North 01 degrees 38 minutes 12 seconds East, a distance of 23.09 feet, to a
point for corner;
THENCE, North 07 degrees 36 minutes 37 seconds West, a distance of 14.64 feet, to a
point for corner;
THENCE, North 57 degrees 12 minutes 26 seconds West, a distance of 30.60 feet, to a
point for corner;
THENCE, South 65 degrees 32 minutes 21 seconds West, a distance of 29.18 feet, to a
point for corner;
THENCE, South 22 degrees 23 minutes 51 seconds West, a distance of 48.68 feet, to a
point for corner;
THENCE, North 88 degrees 16 minutes 09 seconds West, along the northerly bank of
Taylor Bayou, a distance of 286.98 feet, to a point for corner;
THENCE, North 89 degrees 45 minutes 37 seconds West, along the northerly bank of
Taylor Bayou, a distance of 182.99 feet, to a point for corner;
THENCE, South 68 degrees 20 minutes 56 seconds West, along the northerly bank of
Taylor Bayou, a distance of 223.09 feet, to a point for corner;
THENCE, North 15 degrees 55 minutes 19 seconds West, a distance of 32.56 feet, to a
point for corner;
THENCE, South 79 degrees 59 minutes 40 seconds West, a distance of 43.90 feet, to a
point for corner;
THENCE, South 19 degrees 20 minutes 41 seconds West, a distance of 64.42 feet, to a
point for corner;
THENCE, South 62 degrees 40 minutes 57 seconds West, along the northerly bank of
Taylor Bayou, a distance of 337.26 feet, to a point for corner;
THENCE, South 85 degrees 56 minutes 10 seconds West, a distance of 1,098.26 feet,
to a point for corner;
THENCE, North 36 degrees 37 minutes 44 seconds East, a distance of 49.73 feet, to a
point for corner;
THENCE, South 85 degrees 24 minutes 44 seconds West, a distance of 545.00 feet, to
a point for corner;
F:lsurveyl07043001DOCS\MB-1116,doc 1116 Ac Page 4 of 10
THENCE, North 06 degrees 30 minutes 08 seconds West, a distance of 53.66 feet, to a
point for corner;
THENCE, North 76 degrees 15 minutes 31 seconds West, a distance of 48.62 feet, to a
point for corner;
THENCE, North 22 degrees 38 minutes 15 seconds West, a distance of 140.59 feet,
along the northeasterly bank of Taylor Bayou, to a point for corner;
THENCE, North 33 degrees 05 minutes 13 seconds West, along the northeasterly bank
of Taylor Bayou, a distance of 96.41 feet, to a point for corner;
THENCE, North 60 degrees 35 minutes 09 seconds West, along the northerly bank of
Taylor Bayou, a distance of 281.92 feet, to a point for corner;
THENCE, North 78 degrees 00 minutes 48 seconds West, along the northerly bank of
Taylor Bayou, a distance of 123.30 feet, to a point for corner;
THENCE, South 82 degrees 22 minutes 05 seconds West, along the northerly bank of
Taylor Bayou, a distance of 112.91 feet, to a point for corner;
THENCE, South 54 degrees 28 minutes 06 seconds West, along the northerly bank of
Taylor Bayou, a distance of 157.98 feet, to a point for corner;
THENCE, South 76 degrees 30 minutes 13 seconds West, along the northerly bank of
Taylor Bayou, a distance of 76.71 feet, to a point for corner,
THENCE, South 46 degrees 35 minutes 51 seconds West, along the northerly bank of
Taylor Bayou, a distance of 402.96 feet, to a point for corner;
THENCE, South 38 degrees 51 minutes 09 seconds West, along the northerly bank of
Taylor Bayou, a distance of 65.50 feet, to a point for corner;
THENCE, South 16 degrees 59 minutes 01 seconds West, along the northerly bank of
Taylor Bayou, a distance of 80.03 feet, to a point for corner;
THENCE, South 16 degrees 35 minutes 00 seconds West, along the northerly bank of
Taylor Bayou, a distance of 132.26 feet, to a point for corner;
THENCE, South 27 degrees 14 minutes 01 seconds West, along the northerly bank of
Taylor Bayou, a distance of 468.77 feet, to a point for corner;
THENCE, South 40 degrees 46 minutes 37 seconds West, along the northerly bank of
Taylor Bayou, a distance of 350.04 feet, to a point for corner;
F:Isurveyl07043001DOCSIM&1116.doc 1116 Ac Page 5 of 10
THENCE, South 46 degrees 28 minutes 54 seconds West, along the northerly bank of
Taylor Bayou, a distance of 237.05 feet, to a point for corner;
THENCE, South 62 degrees 42 minutes 00 seconds West, along the northerly bank of
Taylor Bayou, a distance of 196.52 feet, to a point for corner;
THENCE, South 79 degrees 33 minutes 00 seconds West, along the northerly bank of
Taylor Bayou, a distance of 105.88 feet, to a point for corner;
THENCE, North 08 degrees 41 minutes 43 seconds West, along the northerly bank of
Taylor Bayou, a distance of 59.02 feet, to a point for corner;
THENCE, North 89 degrees 24 minutes 01 seconds West, along the northerly bank of
Taylor Bayou, a distance of 123.82 feet, to a point for corner;
THENCE, South 04 degrees 20 minutes 03 seconds East, along the northerly bank of
Taylor Bayou, a distance of 33.27 feet, to a point for corner;
THENCE, North 87 degrees 33 minutes 19 seconds West, along the northerly bank of
Taylor Bayou, a distance of 107.49 feet, to a point for corner;
THENCE, North 81 degrees 22 minutes 14 seconds West, along the northerly bank of
Taylor Bayou, a distance of 167.37 feet, to a point for corner;
THENCE, North 58 degrees 34 minutes 35 seconds West, along the northeasterly bank
of Taylor Bayou, a distance of 233.42 feet, to a point for corner;
THENCE, North 52 degrees 36 minutes 32 seconds West, along the northeasterly bank
of Taylor Bayou, a distance of 416.40 feet, to a point for corner;
THENCE, North 45 degrees 04 minutes 29 seconds West, along the northeasterly bank
of Taylor Bayou, a distance of 334.26 feet, to a point for corner;
THENCE, North 41 degrees 12 minutes 18 seconds West, along the northeasterly bank
of Taylor Bayou, a distance of 279.62 feet, to a point for corner;
THENCE, North 38 degrees 01 minutes 24 seconds West, along the easterly bank of
Taylor Bayou, a distance of 338.36 feet, to a point for corner;
THENCE, North 29 degrees 27 minutes 09 seconds West, along the easterly bank of
Taylor Bayou, a distance of 425.91 feet, to a point for corner;
THENCE, North 15 degrees 26 minutes 41 seconds West, along the easterly bank of
Taylor Bayou, a distance of 338.77 feet, to a point for corner;
F:\survey10704300\DOCSIM&1116.doc 1116 Ac Page 6 of 10
THENCE, North 11 degrees 04 minutes 11 seconds West, along the easterly bank of
Taylor Bayou, a distance of 341.81 feet, to a point for corner;
THENCE, North 05 degrees 50 minutes 15 seconds West, along the easterly bank of
Taylor Bayou, a distance of 471 .18 feet, to a point for corner;
THENCE, North 12 degrees 00 minutes 33 seconds West, along the easterly bank of
Taylor Bayou, a distance of 249.38 feet, to a point for corner;
THENCE, North 19 degrees 47 minutes 46 seconds West, along the easterly bank of
Taylor Bayou, a distance of 118.89 feet, to a point for corner;
THENCE, North 19 degrees 25 minutes 05 seconds West, along the easterly bank of
Taylor Bayou, a distance of 172.13 feet, to a point for corner;
THENCE, North 35 degrees 29 minutes 15 seconds West, along the easterly bank of
Taylor Bayou, a distance of 314.01 feet, to a point for corner;
THENCE, North 38 degrees 03 minutes 21 seconds West, along the easterly bank of
Taylor Bayou, a distance of 348.90 feet, to a point for corner;
THENCE, North 12 degrees 31 minutes 53 seconds West, along the easterly bank of
Taylor Bayou, a distance of 120.92 feet, to a point for corner;
THENCE, North 00 degrees 45 minutes 58 seconds East, along the easterly bank of
Taylor Bayou, a distance of 157.80 feet, to a point for corner;
THENCE, North 14 degrees 11 minutes 10 seconds East, along the easterly bank of
Taylor Bayou, a distance of 281.70 feet, to a point for corner;
THENCE, North 28 degrees 59 minutes 24 seconds East, along the easterly bank of
Taylor Bayou, a distance of 582.04 feet, to a point for corner;
THENCE, North 43 degrees 40 minutes 13 seconds East, along the easterly bank of
Taylor Bayou, a distance of 389.34 feet, to a point for corner;
THENCE, North 25 degrees 34 minutes 14 seconds East, along the easterly bank of
Taylor Bayou, a distance of 336.16 feet, to a point for corner;
THENCE, North 08 degrees 04 minutes 22 seconds East, along the easterly bank of
Taylor Bayou, a distance of 220.47 feet, to a point for corner;
THENCE, North 14 degrees 38 minutes 23 seconds West, along the easterly bank of
Taylor Bayou, a distance of 273.06 feet, to a point for corner;
F:1survey107043001DOCSIMB-1116.doc 1116 Ac Page 7 of 10
THENCE, North 27 degrees 28 minutes 48 seconds West, along the easterly bank of
Taylor Bayou, a distance of 465.55 feet, to a point for corner;
THENCE, North 28 degrees 46 minutes 03 seconds West, along the easterly bank of
Taylor Bayou, a distance of 417.94 feet, to a point for corner;
THENCE, North 04 degrees 24 minutes 55 seconds West, along the easterly bank of
Taylor Bayou, a distance of 125.95 feet, to a point for corner;
THENCE, North 52 degrees 02 minutes 00 seconds West, along the easterly bank of
Taylor Bayou, a distance of 67.85 feet, to a point at the northwest corner of the herein
described tract, and lying in the southerly bank of Tiger Bayou;
THENCE, leaving the easterly bank of Taylor Bayou, and along the southerly bank of
Tiger Bayou, as follows;
THENCE, North 54 degrees 32 minutes 23 seconds East, a distance of 251.63 feet, to a
5/8-inch iron rod with "CLR" cap set at a northerly corner of the herein described tract;
THENCE, North 51 degrees 22 minutes 50 seconds East, a distance of 242.28 feet, to a
5/8-inch iron rod found at a northerly corner of the herein described tract;
THENCE, North 24 degrees 29 minutes 19 seconds East, a distance of 395.65 feet, to a
5/8-inch iron rod with "CLR" cap set at a northerly corner of the herein described tract;
THENCE, North 52 degrees 35 minutes 33 seconds East, a distance of 603.19 feet, to a
5/8-inch iron rod found at a northerly corner of the herein described tract;
THENCE, North 68 degrees 18 minutes 18 seconds East, a distance of 273.23 feet, to a
5/8-inch iron rod with "CLR" cap set at a northerly corner of the herein described tract;
THENCE, North 78 degrees 40 minutes 42 seconds East, a distance of 196.73 feet, to a
5/8-inch iron rod found at a northerly corner of the herein described tract;
THENCE, South 80 degrees 02 minutes 00 seconds East, a distance of 151.51 feet, to
a 5/8-inch iron rod found at a northerly corner of the herein described tract;
THENCE, North 82 degrees 58 minutes 03 seconds East, a distance of 584.69 feet, to a
5/8-inch iron rod found at a northerly corner of the herein described tract;
THENCE, North 77 degrees 22 minutes 04 seconds East, a distance of 236.38 feet, to a
5/8-inch iron rod with "CLR" cap set at a northerly corner of the herein described tract;
F:1survey107043001DOCSIMB-1116.doc 1116 Ac Page 8 of 10
THENCE, North 83 degrees 54 minutes 58 seconds East, a distance of 928.06 feet, to a
5/8-inch iron rod with "CLR" cap set at a northerly re-entrant corner of the herein
described tract;
THENCE, leaving the southerly bank of Tiger Bayou, North 08 degrees 36 minutes 40
seconds West, a distance of 933.50 feet, to a 3/8-inch iron rod in concrete found at a
northwesterly corner of the herein described tract;
THENCE, North 87 degrees 08 minutes 10 seconds East, a distance of 114.31 feet, to a
1/2-inch iron rod found at a northerly re-entrant corner of the herein described tract;
THENCE, North 09 degrees 21 minutes 06 seconds West, a distance of 227.73 feet, to
a 1/2-inch iron rod found at a northwesterly corner of the herein described tract;
THENCE, South 85 degrees 30 minutes 28 seconds East, a distance of 124.46 feet, to
a 1/2-inch iron rod found at a northerly re-entrant corner of the herein described tract;
THENCE, along a non-tangent curve to the left, through a central angle of 12 degrees
16 minutes 36 seconds, to a 1/2-inch iron rod found at a northwesterly corner of the
herein described tract, lying in the westerly right-of-way line of Lakeside Plaza Drive,
said curve having a radius of 258.42 feet, an arc length of 55.37 feet, and a chord which
bears North 01 degrees 06 minutes 08 seconds West, a distance of 55,27 feet,;
THENCE, South 85 degrees 09 minutes 10 seconds East, a distance of 59.76 feet, to a
5/8-inch iron rod with "CLR" cap set at a northerly re-entrant corner of the herein
described tract, and lying the easterly right-of-way line of said Lakeside Plaza Drive;
THENCE, with the easterly right-of-way line of said Lakeside Plaza Drive, North 04
degrees 48 minutes 08 seconds East, a distance of 114.86 feet, to a 1/2-inch iron rod
found at the southwest corner of the aforementioned called 1.345 acre tract, and a
northwesterly corner of the herein described tract;
THENCE, South 85 degrees 13 minutes 23 seconds East, a distance of 139.54 feet, to
a 1/2-inch iron rod found at the southeast corner of said called 1.345 acre tract, and a
northerly re-entrant corner of the herein described tract;
F:\survey107043001DOCS\MB-1116.doc 1116 Ac Page 9 of 10
THENCE, North 04 degrees 48 minutes 39 seconds East, a distance of 420.04 feet, to
the POINT OF BEGINNING and containing a computed area of 1,116.39 acres
(48,630,066 square feet) of land.
50�a gFk9''' 11(.v)IO
ier
PAUL RAY SMIT ..» 4,4 ct,
• q 4648 +ter• �
ko�Ess •o: Paul R. Smith, RPLS
•'t -'' Registered Professional Land Surveyor
Texas Registration Number 4646
A separate survey map was prepared in conjunction with this description.
Revised February 2, 2010
F:lsurvey107043001DOCSIMB-1116_doc 1116 Ac Page 10 of 10
EXHIBIT "K"
LEGAL DESCRIPTION
of
Premcor Refining Group, Inc.
(Resolution No. 14-635)
17
•
2/i5/114 007.10 u,v. oho /J40 ..,,,...• --�
MARK W. WHITELKT
AND ASS(IgAms
ZYCOAPORATED
COY ULt1NG lNceiZZAS.
sum AND?LAWYERS
JOZ N9!
December 14, 1.994 � i .77 28
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 trle B.C.
ArthuH ockrNum:berSlIrVeyTwoo.227(2) , and in Jeffersonngs 1,County81ock T Texas and being and
beingout of a
45.57 acre tract or parcel of land described in deed from Joe
Stewts, Will newts, Mrs. arialla Dupont, and her ahusbaand John
hnly
Dupont, and David E. o'Fiel to Gulf Refining Company, ded
3, 1914, recorded in volume 658, Page 112, Deed Records,
Jefferson County, Texas, said 34.475 acre tract being more
particularly described as follows:
COMMENCING at Gulf monumentfoundfor
the
19outhgest6corner
rhofDaed
a
0. 034 acre tract as describe
Records, Jefferson County, Texas;
THENCE North 41.13'45" East for a distance of 1939.55 set to a
county
found Gulf monument in the west line of a sixty (60)
foot roadway;
e of 928.35
eet
THENCE
Gulf monumentinthetsouthfor alinetofCf a
North West Seventh Street;
found
ce of 2301.3o feet to
THENCE
rodoset for2the oPOINT tOFoBEGINNING r a nan
Nrth of the herein describedti
tract;
THENCE South 48'34'25" East, a distance of 998 . 81 feet to a pint
for corner;
THENCE North 41•16134'1 East, a distance of 14.59 -56 fas;, toga
point for. corner;
THENCE North 48.44104" West, a distaste of 945. 01 feet to a pint
for corner; '
THENCE North 41.16'41" East, a distance of 668 . 38 Cie::
for corner in the westerly right-cf-:way :tins of State Highway
r2Ac1 , Page 1 of 2
Attachment
„A"
/26/91 U3:3 =iv. •.< tale .....,...... _ .
Spur 214;
THENCE North 51•30'581# West, a distance of 53 .3 6 feat to a point
for corner in the weatarly right-of-way lino of State Highway
Spur 214;
THENCE South 41.17'24" West, along and with the southerly right-
of-Way line of county roadway a distance of 213 2 .54 feet to the
POINT OF BEGINNING and containing 14.475 acres of land, 'more or
less.
Notes: 1) Bearings Based on Port Arthur Land Co. Suivision as
recorded in Volume 1, Page 24 of the flap bd
Jefferson County, Texas.
2) Drawing included on separate sheet.
} fC
t�lifN�,��F��
...,,
/(.5.164_ , ' ft i
0 I ., . .1;ing. K...._‘-...,. .
Farig
yam.
�, �0�‘Y .
Mark W. White ley, R.P.L.S. N♦o. . -
r: wrovvrA\TRACT1.!UD
.
•
TRAC1 1 page 2 of 2
ii1.0/b1 too.41 — •--
BARS W. WHITELEY
AND ASSOCIATES
INCORPORATED
ctelYSUL77N4 2142013713,SVA9370113,AND S•
P.O.saran:
December 14, 1.994 BrAtal NT,TTEXI.S17736
• 449109344n
TRACT 2
Chevron U.S.A. , rnc, - Port Arthur Refinery
Jefferson County, Texas
Being a 40.410 acre tract or parcel of land situated in the 1,C.
llrthur Survey, No.227, and being part of Blocks Two and Three (2
& 3) Range P, and Block Two (2) Range Q, Jefferson County,. 'flues
and being out of a 44.86 acre tract or parcel of- land derscribed
in deed from Holland Texas Nypotheek Bank to Gulf Refining
Company, dated November 11, 1915, recorded in volume 153., Page
627, Deed Records, Jefferson County, Texas, said 40,410 acre
tract being teore particularly described as follows:
COMMENCING at GUlI ionument found for the southwest corner of a
0.034 acre tract es dea$ribed in Volume 219, Page 76, of the Deed
Records, Jatterson 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 et sixty (60) foot county
roadway;
THENCE North 48.42'36{' West for a distance of 924.35 feet to a
found Gulf aonument in the south line of West Seventh Street;
THENCZ North 41'24,00" East for a distance of 2 301.30 feet to a
point for corner ; said point also being the northwest corner of
the 34.475 acre tract described as Tract 1;
THENCE North 01.37'19" East for a distance of 231.49 feat to a
iron rod set for the POINT OF BEGINNING of the herein described
tract;
THENCE North 02.02'37" west, along and with the southerly righ'
of-way of a sixty (60) foot roadway, fora distant° of 2655.13
feet to a point for corner in the westerly right-of-way line of
State Highway Spur 214;
THENCE Sough 48.42'36" East, along and with the westerly right—
of-way line of State Highway Spur 214 ; for a distance of 1927.4 S
feet to a point for .corner in the westerly right-of-e,ay line of
State Highway Spur 214;
TRACT 2 Page 1 of 2
Z/10/114 va.Vr y... .... Aviv —
THENCE South 41'17'24" West, along and with the northerly right—
the�P"INTline
OFaSEGINNINGroadway;
containingdistance
40 .410 acres931.70 feet to
of land, tore
or less.
NCL'S: 1) Bearings Based on Port Arthur Land Co. Subdivision is
recorded in Volume 1, Page 24 of the Map
Jefferson County, Texas.
2) Drawing included on separate sheet.
•
act.„
R.P.L.S. No. 3636 '� u
Mark W. Whiteley, Aty?OltA�
tAw M\DA1ATJACIZ Nal
•
TRACT 2 Page 2 at 2
MARX W.WZLEY
AND ASSOCIATZ
11•100.RPORATEE
CONSU1J7N0l1vOD 3S
8118V12nit.%AND PLAWIRS
P.O.DOI 5101
DL4t matt rs.Y.As71126
409189J-0421
December 14, 1994
TRACT 3
Chevron U.S.A., Inc. - part Arthur Refinery
Jefferson County, Texas
Being a 554.093 acre tract or parcel of land situated In the 8 - C
Arthur Survey, No.227 and in Ranges P and Q, Blocks 2,
(2,3 & 4) , Jefferson county, Texas and being a tract t or parcel
Refining
innn described in datsdBd Novrom esaberort 1.1,A1411r LandCompany
inyVoluac
Refining Co3apa.ny! Togas, and oleo
140, Page 216, Dead Records, Jefferson County,
being a. tract or parcel of land described in dead
3fro., 19 Port
Arthur Land Company toll. M. Guffey, dated April
1,
recorded in Volume 49, Page 632, Deed Records, Jefferfson County,
Texas, and a tract or parcel of land describedin� eed from port
lrthur Land Company to Gulf Refining Company,
ed dated r e anuarys1n
1902, recorded in Volume 56, page
County, Texas, said 554 .093 acre tract being more particularly
described as follows:
0.034 acre tractGulf
monument described inund for the Volume 119,bPagew76tc t thecorner
Darada
0 .034 acre
Records. Jefferson County, Texas;
ance
f
003.73 to a point
111-1ENCE North 37• 9/1.a" West for a
saidlpoint also being thetPOINTQOFI
for
of th.e
r corner;
herein described tract;
THENCE North 41'40' 36" Wast along and with the easterly 1i"'- of
Ranaas City Southern railroad right-of-way; for a distance of
3988.28 feet to a point for corner;
THENCE North 10°25'06" West for a distance or 95.85 f met tc, a
point for corner;
THENCE North 06°46'55" West foria distance
of to f 73 f eit�'J et cc. e_
point for corner for the beginning
TRACT 3 ,.ga 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 feat, a Central Angle cf
50.37'47", a chord which bears South 11`54'24" West 657 . 23 feet ,
for an Arc length of 679.11 fleet to a point for corner in the
south right-of line of State Highway 87;
THENCE North 37.14'24" East, along and with the south right-of-
way line of State Highway 87; for a distance of 2662.95 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 line of State Highway 87; for a distance of 229.19 feiat .to a
point for corner in the south right-of-way line of State Highway
87;
THENCE South 49.46'16" East, along and with the south right-of-
way line of State Highway 87; for a 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 line of State Highway 87; for a distance of 1650.06 feet to a
point for corner in the south right-of-way line of state Highway
87;
THENCE South 51.42'36" 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
87;
THENCE North 38,17124" East, along and with the south right-of-
way line of State Highway 87; for a distance of 172.65 feet to a
point for corner in the south right-of-Nay line of State Highway
87 and the west right-of-say line of State Highvay Spur 214;
THENCE North 60'27'30" East, for a distance of 109.17 feet to a
point for corner;
THENCE South 48'42'36" East, along and with the Mast right-of-wells'
line of State Highway Spur 214; for a distance of 2436 . 13 i?tt to
a point for corners
THENCE South 02'02'36" East, along and with the ;rssterly
of-way line of an 80 foot TeXaco Pipeline Right-of-Way; for a
distance 2965.02 feet to a point for corner in tre north of-Way line of West Seventh Street;
BRACT 3
Page. 2 of 3
THENCE South 41-'17'74" West, along and with the north right-°f-
vy linaapointgfor cornerainn
the north right-of-way line of West Sveth Street; tor a distance f of 218.00feet
Seventh
Street;
THENCE South 48'41'36" East, along and with the north right-of-
way line of West Seventh Street; for a distance of 66.00 feat to
a point for corner;
THENCE North 41.17'24" East, along and with the north right-of-
folint of West S3757.05SfeetttonthehPoint oflBeginningTract
and4
for a distance of 37S
containing 554.093 Acres, more or less.
d
Rotas: 1) Bearings record d inBaSed on Volumeport 1, i'9eh2 ofLantheoMapuRecordson as
Jefferson County, Texas.
2) Drawing included on seperate sheet.
Mark W. Whiteley, R.P.L.S . No. 3636 (: :v
P \t080\BATA\TX.1C73,'44
•
TRACT 3 pagI 3 of .3
-.t
A W.
AIV'D ASSOCIATES
INCORPORATED
CONSULTD101,10Drign
su1rvz70.11St.tND T3:ANMRs
P.O.Ear sill
December 14, 1.994 asltlNGNT,3"Z.Y'Asrrras
sae Iass-an
TRACT 4
Chevron U. S.A., Inc. - Port Arthur Refinery
Jefferson County, Texas
Being a 40.311 acre tract or parcel of land described inGuhat
certain dead from Port Arthur Canal and Dock Company to
Refining Company dated June fl, 1922, recorded in Volume 23.3,
Va • 269, Deed Records, Jefferson County, Texas, and also a
Quitclaim Deed from Port Arthur Land Company to Gulf 011
Corporation dated November 9, 1937, recorded in Volume 442 , page
93, Deed Records, Jefferson County, Texas said 4,0.511 acre tract
being more particularly uasccribed as follows;
0.034commanixa at of
acre tractGasidesaribed inpent uVolume 219,nd for the BPag W76tofothe rDeada
Records, Jefferson County, TsXaS.
THENCE North 41'13'00" East, for a distance of 110.93 feat to a
point for the POINT OF BEGINNING of the herein described tract;
TF3ENCE continuing in a northerly direction along a curve to the
Right having a Radius of 714 .50 feet, a Central Angle of
12.02/10", a chord Which bears North 47 .56'09" West, for an krc
length of 150.10 feet to a point for corner;
THENCE North 41'40'36" West, along and with Kansas City Sauthern
right-of-way for a distance of 0:6.85 feat to a point for cone ;
THENCE South 41'17'24" Wast, a distance of 20.15 feet to a point
for corner;
THENCE North 41.40'36" West, sa distance of 30. 00 feat to point
for corner; in the north line of the abandoned Wast Seventh
Street;
THENCE North 41'17'24" East, along the north right-of-way line of
the abandoned West Seventh Street and the scuth lin. of Tra:t_ 3 a
distance of 1743 .05 feet to a point for corner;
TRACT 4 Paga 1 of 2
THENCE South 48'42 '36" East, a distance of 988. 35 feet to a point
for corner;
THENCE South 41.13'45" West, a distance of 1828 . 62 feet to the
POINT of BEGINNING and containing 40.502 acres of land, more or
less.
Notes: 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 eeperate sheet.law.4 stymy,:
joAk
rl r ayyy }•r
Mark W. Whiteley, R,P.L.S, No. 3636 4.c/kvti0
f;WP6*\DAT.I\11tAZ14.MLt
TRACT 4 Page 2 Cr .2
:tis/ei 09.06 • 'aV9 892 1346 a•r ”u,101..o.
MARL W. WIdITELEY
wxv AS OCLATES
INCORPORATED
OONsUI3'WQ ENQOYYaRs
SURYYYDR3,AND PI.tNN.>E2R3
P.O.BOX 6492
December 14, 1994 (L/UM 1lXAS77726
-0421
TRACT 5
Chevron U.S.A. , Inc. - Port Arthur Refinery
Jefferson 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 1.26 Page 194, Deed Records, Jefferson
County, etesouted by the Texas Kew Orleans Railroad Co. in. favor
of Gulf Refining Co. , also that 16.17 acres described by Deed
dated 22-3-46 recorded in Volume 651 Page 74, Dead Records,
Jefferson County, executed by Port Arthur Canal and Dock Co. in
favor of Gulf oil Co., also that 37.06 acres described by Deed
dated 6-1-22 recorded in Volume 222 Page 483, Deed Records,
Jaffereori County, executed by G. N. Bliss in favor of GulL
Refining Co. , also that certain parcel known eat Tract 2 in Dead
dated 6-28-22 recorded ,in 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 stewtn, et al, in favor- of Gulf Refining
Co., also that certain .7 .40 acre tract described by Deed dated
1-16-22 recorded in Volume 213 Page 269, Deed Rscord6, Jefferson
County, executed by Port Arthur Rice Milling Co. in favor of Galt'
Refining Co. , also that certain 0.43 acre Quitolaix Deed dated 6--
28-22 recorded in Volume 222 Page 328, Deed Records, Jefferson
County, executed by The Trustees of the Port Arthur Land Co. in
favor of Gulf 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 as described by
Deed doted 2-7-02 recorded in Volume 57 Page 166, Deed Records ,
Jefferson County, executed by J. M. Cut fey Petroleum Co. in favor
Of Gulf Refining Co. , alga out of and part of that 70. 00 acre
tract or parcel as described by Deed dated 1-11-02 recorded in
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, extuted by the Trustees for the Port Arthur
Land Co. in favor of .7. M. Cutesy 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, geed
Records, ."eefarson County, executed by H. A. Phillips in feicr. o=
Gulf Refining Co. , said 103 .244 acres Dein.y .-::cr: "*71_<"113.7:'%
described as follows :
C/1Vl �1 Y..VV r... . v.- ♦.I�u .w..w��. ..
BEGINNING at a Gulf Oil monument found for the southwest corner
of said 0.034 acre tract;
THENCE Horth 41.13'00" East, a distance of 30, 39 feet to a point
for corner in the Southerly Right-of-Way line 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 48'28'13" West. a distance
of 135.90 fest, along the curve concave to the northeast, having
a radius of 794.50 feet and a central angle of 10'02'01";
THENCE North 41'40'36" Nast, a distance of 4754 .97 feat to
point foZ the intersection of said southerly Right-of-Way and thea
Easterly Right-of-Way line of State Highway 07;
THENCE South 10'25'08" East, along said Highway Right-of-Way
line, a distance of 277.39 fest to a point for corner in the
Northerly Bank of the Turning Basin;
THENCE South 72.55'22" East, along the North side of said Turning
Basin, a distance of 42.99 fast, to a point on the existing
Headwall for corner;
THENCE South 65'29'15" East, a distance of 95. 85 feet, to a point
on the existing Headwall far corner;
THENCE South 59.07'53" East, a distance of 44 . 54 feet, to a point
on the existing headwall for corner;
THENCE South 77°14126s East, a distance of 25. 51 feet, to a point
on tho existing Headwall for corner;
THENCE South 42.21'32" East, a distance of 918 .57feet, to 4
point on the existing Headwall for corner;
THENCE South 59.44'46" West, a distance of 50. 68 feet, to a point
on the existing Headwall for corner;
THENCE South 29436'07" 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 1206 . 02 fest, tool.
point on the existing Headwall for corner;
THENCE South 48'53 '15" East, a distance of 850 .91 feet, tc 1
point on the existing Headwall for corner;
THENCE North 39'58'06" East, a distance ;.f 49 . 69 feet, tc epoint
on the existing headwall for corner;
TRACT 5 ?age 2 of 4
THENCE South 40.32'56" 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 feet to an iron
rod found for corner;
THENCE South 40°40'11" West, 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 ir.>n
rod found for corner;
THENCE South 09'12'18" East, a distance of 809 . 79 feet toan iron
rod found for corner;
THENCE South 10.27'44" 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 feet 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 feet to an iron
rod found for corner;
THENCE North 80.39'45" East, a distance of 633 .29 feat to an iron
rod found for corner;
THENCE North 65.43'07" East, a distance of 197. 69 feet to a1 iron
rod found for corner;
THENCE North 61.12'28" East, a distance of 201. 96 feet to VI irW.l
rod found for corner;
THENCE North 52'05'05". East, a distance of 199 . 67 feet to an iror'•
rod found for corner;
THENCE North 34.20'04" East, a distance of 202. 99 feet to an it cr
• rod found for corner; ,
THENCE North 20'41'05" East, a distance of 201 . 24 .ret tc an it cr
rod found for corner;
TRACT 5 Page 3 of 4
J
•
THENCE North 14.(33103', East, a distance of 63.3.5 feet tc an iron
rod found for corner;
THENCE North 16.51'40" West, a distance of 230. 63 feat to an iron
rod found for corner;
THENCE North 25.44100" West, a distance of 100. 34 feat to an iron
rod found for corner;
THENCE North 41.13'00" East, a distance of 214 .93 feat to the
POINT OF BEGINNING. Containing 103.224 Acres, more or lease,
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.
.11-41111
-J(061 AO.
Mark W. Whiteley, R.P.L.S. No. 3636 ~, ..001St o�
t NV►itaDATATILIM.Mil
•
TRACT 5 page 4 of 4
I
Kurt W.WS2710.sz
1NDINIOC AILI
December 14, 1994 taiact 4,3
A/ Y---nue
TRACT i
Chevron U.i.A. , Ina. - Port Arthur Refinery
/offersosn County, Texas
Being a 371.71.9 acre tract or parcel of lend out of and part of
that certain 279.46 acres of land described as "First Tract* by
Deed dated 2.26-07 recorded in Volume 95 Page 499, Deed Record.,
Jefferson County, executed by Li. Pbiilips in favor of Gulf
ltetisning Co., also that oertaia tract known as "'Triot 1• as
described in Deed dated 11-14-10 recorded in Voles 2276 page
267, Deed Records, Jeffarson County, executed by Texaco, Ing. •in.
favor of Gulf Oil Co., also that certain 37.20 acre tract as
described by Deed dated 1-39-13 recorded in Volume 139 Page 44,
Dead Records, Jefferson County, also that certain 40 toot strip
of land being hors pertioularly described as *Treat 1* by Wed
dated 12-21-21 recorded in Volume 212 Peg• 6, Dead Records,
'Utter-son County, executed by The County of Jefferson in favor of
Cull Refining Ca., also that 179.09 acres as described-by Oiled
dated 1.0-30-15 recorded in Volume 133 Page 11, Deed Records,
3afterson county, executed by The Texas Co. in favor of GUlf
Refining Co., also Fart of that 1.17 acre tract described by coed
dated 3-29.13 recorded in Volume 149 Page 19, Deed Records,
Jefferson County, executed byThe Trustees of The Port llrthur
Land Co. in favor of Gulf Reining Co. , said 371.719 acres being
sora particularly described as tollovst
co/OM/ICING/ICING at a Gulf oil aotsunent found for the southwest corner
of a 0.034 stere tract as described in Value* 219 Pogo 76 ;
norxcZ North Ol•35'31* West, a distance of a630. 63 That to a
point far corner at the Northwesterly corner of the intersection
of the Southern Pacific Railroad and Spurr 214 for the POINT 0?
sZCIWNINC;
THICQCE North 41.42'34* West, a distance of 171..16 feat to a
point for corner in the Southvestarly Right-of-Way Una of 8pu.^r
214;
Tattier South 62.36'24' Wast, along the centerline of Alligator
asyou, a distance of 1616.87 feat to a paint for cornet;
THENCE 6out13 14144130* Kest, a distance of 399. 67 foot to a point
for corner in the beginning of a curve tangs..-it to said line;
TRA
sadds..o.b.r n., 1194 Page 1 of 3
•
EC 27 '94 11 :83 429 b32 :3- ha,:.72�
TWLNCS Southeasterly, westerly, northeasterly and northerly a
distance of 120.49 fast to a point for corner alonf the verve
concave to the north, having a radius of 50.00 feet and a central
angle of 13 .10'20';
11 CE North 11.57'10" West tangent to said curve, a distance of
24.05 fast to a paint for corner in said 'Tract 1';
Trim= Worth 45'050'47" West, along the Worth Lina of said *Tract
I' a distance of 88.00 teat to a point for oornsr';
TX7tCE Worth 71.53.51' Nast, a distance of 136.04 foot to * point
for corner;
THENCE North 117•42.24* West, a distance of 60.09 fiat to a point
for corner;
THENCE South s5•17'12• Wast, a distance of 80.91 teat to at point
for corner;
%SINCE South ;0'30'52" Rost, a distance of 100.06 feet to es point
for corner;
THENCE South 76632131* hast, a distance of 123.41 feat to a point
for corner;
';'HENCE South 4616014'21" Wsat, a distance of 91.21 fast to a point
for corner;
THENCE South 59.54'40' West, a distance of 155.63. fait to •a point
for corner;
TRE{CE South 48.18'06" West, a distance of 70.05 fast to a point
far corner;
TESL'I(CE South 32.46'7.3" Wait, a distaslca of 107.23 feat to a point
for corner;
THENCE South 70.06'37' West, a distance of 159.21 feet to a point
for corner;
T'HIDIct South 50'10'53" 'Nast, a distanca a! 38.21 fist to a point
fur corner;
TCENCE South 01'46'02" Rost, a distance of 68.28 fiat to tt point
for cornaur;
%IIEHCE South 53'22'421" Last, a distance of 27.65 feat to a point
for corner;
THENCE South 59.00'03' Watt, a distance of 139.15 feat t0 n Pint
RACT
•
• *.,i. 11 rbyr ii, ifYi Ps Q t2 O C
fC ?7 ' 94 l 1 l lB .139 EH? 4345
for corner;
T$D(CE South 61.51'50• Mast, a distaaoe of 541.26 feat to a paint
for corner;
TRUCE South 6$.46'16• Nast, a distance of 295. 50 fest to a point
for corner;
THlJ(CE South 10.25'56• haat, a distance at 310.44 fest to a point
for corner;
TM:SCE South 32•C1'Sf' Vast, a distance of 235.23 fest Co a paint
for corner in the Nort Orly Eight-of-tray line of the Gout-horn
Pacific Railroad (baked on a 100' Right-of-Way) ;
TWISCE South 51.05'32" East, along and with the said Northerly
lino, a diatanca of 2222.12 fast to a point for corner tar the
beginning of a curve tangent to said line;
TENN= southoastaxly and southerly a distance of 1711.00 teat to
a point for corner along the Curve concave to the southwest,
having a radius of 2945.36 feat and a central angle of 4(24140'24';
TWClt(CI South 10.21'04r East tangant to said curve, a distance
of 1131.47 feet to a point for corner to ago int of cusp eras a
curve concave to the southeast having a radius of 161.12 feet vd
a central angle' of 20.05.54" and being subtanOed by a chord which
bears North 27.05'55* East 303.85 foot, said rod also being at
the intersection of said Wortharly line and the Westerly Right-
of-Way line the Southern Pacific Railroad;
TI CE northerly and northeasterly along said curve, a distance
of 305.42 feet to a point, for corner;
THENCE North 37•14'24" East, along and with said Southern Pacific
Railroad, a distance of 5029.71 fest to the POINT or BtCIt7KI)(G.
Containing 371.719 Acres, Hors or less.
Rotas: 1) hearings aalad on Port Arthur Land Co- Subdivision as
recorded in volume 2, Fags 24 of tha Nap Rsaords,
aeCfsraon County, Texas.
2 praving included on separate sheat.
lurk W. Whiteley, R.P. ._ . 35�4
r w►sawtWrimmora
♦p ►d4,
,tett
TRACT 6awl sad is maw rr, 1,94 gags 3 of 3
)EC 27 '94 1 1 1 10 439 992 !.14S PAGi..?a4
lk.4cr 7
June 18,2004
Field Note Description
Being an 1161.0954 acre Tract or Parcel of land out of and a part of that certain called 1555.182
acre tract of land out of the T.&N.O. 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 WARRANTY DEED dated
February 29, 1995,from Chevron U.S,A.. Inc,,a Pennsylvania corporation,to Clark Refining&
Marketing,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 that certain 53 .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.K 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. 84N,O.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 1.52 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. 1 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 Ilio.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,et a1,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 I1-6-17 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 dated
I 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 trier es
described in deed dated 12-1-82 recorded in County Clerks Film Code No.100-01-1 3 72 Real
Property Records Jefferson county,executed by W.P.Clements,Jr. Governor of the State of
Texas and Bob Armstrong,Commissioner of the General Land Office in favor of Gulf Oil Co..
also that certain 10.0630 acre described as"Tract 2"in that certain deed dated 11-14-80 recorded_'_
in Volume 2276 Page 267 Deed Records Jefferson county,executed by Texac Inc. in fa'.c.
Gulf Oil Co.,also that certain 24.00 acres out of the B C. Arthur Survey, .Abstract No. 6i.
Jefferson County,being more fully described ss"Second" in t'nat certan deed Fated 1 I-i9-7s
recorded in Volume 487 Page 72, Deed Records Jefferson County. executed in Texas aco Ne's
Orleans Railroad Co. in favor of Gulf Oil Co.. also 16.54 acres the of the T.4 N 0. R R.C:
Survey No. 121,Abstract No 250,as described in deed dsted .l.4 J recorded in Volume 3:s
Page 102. Deed Records Jefferson Counnn executed t Spence<i ii::tr_ C,r::;n cm ,, Co ...
raver pi-Cit f oil ('n
•
•
COMMENCING at a Gulf monument found for the southwest corner ofa 0.014 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 at the
intersection of the Intracoastal Waterway Northerly Right-of-Way line as recorded in Volume
330, Page 136,Deed Records,Jefferson County, and the Southwesterly Right-of Way line cf
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 with cap stamped"WORTECH"for
the Southeast cornet of that certain called 394.130 acre tract or parcel of land as described is a
CORRECTION SPECIAL WARRANTY DEED dated October 16,2003,from THE PREMCOR
REFINING GROUP,INC., a Delaware Corporation,to JEFFERSON COUNTY WATERWAY
AND NAVIGATION DISTRICT,recorded in Clerk's File No.2004007419.0fcial Public'
Records oflef3erson County,Texas,and also being the most Southerly corner of the tract herein
described;
THENCE in a Northerly direction along the common line between the said 394.130 acre tract
and the tract herein described the following courses and distances;
NORTH 17°39'4Y' WEST fora distance of 177.07 feet to a 518 inch iron rod 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 5/8 inch iron rod with cap
stamped"WORTECH";
NORTH 50°56'10" WEST for a distance of?4.2% feet to a 98 inch lion rod with cap
stamped "WORTECH";
NORTH 47°03'54" WEST for a disia;rce of 232.14 feet to a 5.'8 inch iron rod with cap
stamped"WORTECH';
NORTH 36005'34" WEST for a distance of 214.38 feet to a 5'8 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 cs>
stamped '•WORTECH";
NORTH 43°35'49" WEST for a distance o 54.37 feet :
a 5-8 inch rrcRracl with
gat:
stamped ' WORTECH";
NORTH 70'48'48" WEST for a distance of 32.36 feet to a 5.8 inch iron,rod avi th cad
stamped "WORTECH";
NORTH 82°50'30" NEST for a distance of 405.09 feet ie]:'8 i^..n i:o;.rad
stamped"WORTECH';
6 2" EST for s7.Jir;anc2 O 1 t;'0 25 .e>¢ :;,a 5 3 inc.:. ...rad
•t�
SOUTH 55 O:i 5,. � .. ... _..
s:atnped"WORTECH";.
•
ray. 2 �=
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 to a 5/8 inch iron rod with cap
stamped"WORTECH";
NORTH 19°04'04"EAST for a distance of 192.07 feet to a 5/8 inch iron rod with cap
stamped"WORTECH";
NORTH 00°40'17"EAST for a distance of 244.39 feet to a 5!8 inchironrod with cap
stamped"WORTECH';
NORTH 05°15'4 9" EAST fora distance of 554.53 feet to a S/8 inch iron rod with cap
stamped"WORTECH";
NORTH 11°25'41" \VEST for a distance of 206.61 feet to a 5/8 inch iron rod with op
stamped"WORTECH';
NORTH 10°53'54"' 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°33'06" WEST for a distance of 220.02 feet to a 5/8 inch iron rod with cap
stamped"WORTECH";
NORTH 57°09'52"WEST for a distance of 35.78 feet to a 5/8 inch iron rod with cap
stamped"WORTECH.";
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 394.1 30 acretract
and the said tract herein described, for a distance of 80.14 feet to a 5!8 inch iron rod;
THENCE in a Soothwesterl} direction along the. common line between the said 394.130 am
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 r:d;
SOUTH 30°03'18"WEST for a distance of 39.95 feet to a 5/8 inch iron rod;
SOUTH 46°45'4 I" WEST for a distance of 39.89 feet to a 5/8 inch iron rod:
SOUTH 58°3727" INVEST for a distance of 80.01 feet to a 5/8 inch iron rod:
SOUTH 63'09'03" \FEST for a distance of 89.86 feet to a 518 inch iron rod:
SOUTH 71'20'22" WEST for a distance of 109.19 feet to s 5!8 inch iron r;d:
SOUTH 76°54'14" WEST for a distance of 70.88 feet to a 5/8 inch iron rid;
SOUTH 86`43'I8" WEST for a distance of 50.37 feet to a 5!8 inch iron rod:
THENCE in a Northwesterly direction along the common line ben.:'een the sai139-4.13.'
tract and the said tract herein described the following courses and distances:
NORTH 87°22'50' \VEST for a distance of 10.19 feet to 3 5.3 inch i;'a-gid:
NORTH fi_'13.53" WEST for a distance ofi59.67 feet to a 5.iS inch it):rod;
NORTH 51'11'11" \VEST for a distance of 17.68 feet c.,3 5 it ;.'..
Page 3 -,
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 inch iron rod;
NORTH 54°06'47" WEST fora 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 for a 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'l0" 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 5/8 inch iron rod;
NORTH 17°07'21" 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 5/8 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 fora 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 89°38'01"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 7V14'29"WEST for a distance of 549.37 feet to a 5/8 inch iron rod with cap
stamped"WORTECH";
SOUTH 37°56'28" WEST for a distance of 206.37 feet to a 5/8 inch iron rod with cap
stamped"WORTECH";
SOUTH 02°10'3 9"WEST for a distance of 99.85 feet to a 5/8 inch iron rod with cap
stamped"WORTECH";
SOUTH 18°54'55"EAST fora distance of 139.18 feet to a 5!8 inch iron rod with cap
stamped"WORTECH";
SOUTH 12°09'33" WEST for a distance of 527.03 fcetto a 5:8 inch iion:od with
stamped"WORTECH
SOUTH 05°40'11" WEST for a distance of 1c6.89 feet to a 518 inch iron rod with cv
stamped"WORTECH
SOUTH 13°33'14" WEST for a distance of 1004.20 feet to a 5/8 inch iron rod wi th cap
stamped•`leVORTECH"located in a Westerly line of the said TRACT land also be'
the 1Vesterl} line of the said Tract 2:
THENCE NORTH 01°4l'46" EAST,along the said Westerly tins of the said TRAC T .t!,:s3:
Tract 2 and the tract herein described,fora distar:ce of 495.30 feet to a Gia; roAt rxier.t!ar
comer;
THENCE NORTH 88' 06 49' WEST, along and tit a Sotaheily line of suit!TRAC T : :f ti:e
said tract herein described.a distlnce of 2169.1 0 tc'':.to a point for corner;n foe Sotithe 2•i:
lire ofthe.1eFfe.rson Coj.nta D naL•': District iNo. : Otittdi Cane!. s:•.!uCi';: ats. t::`_
Southwesterl} corner of that certain Tact 5 of said cc'..;:
Pegs . ,
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.toa point for cores,
said corner also being in said Southeasterly line of D.D.7 Outfall Canal;
THENCE NORTH 10° 41'30"EAST.along and with the West line of said TRACT 7 and the
said tract herein described,a distance of 7819.93 feet,to a point for corner in the Northwesterly
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 cornea
THENCE in a Northerly direction along and with a Westerly line of said TRACT 7 and the said
tract herein described the following courses and distances;
NORTH 01°06' 04"EAST,a distance of 358:89 feet to a point for cornu;
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 IC° 06'28" WEST,along and with the Westerly line ofsaid 10.0630 pert
tract and a Westerly line of the said TRACT 7 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 of said 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 comer;
NORTH 06°•35'24" 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 comer;
NORTH 03' 48'09" WEST, a distance of 106.37 feet,to a point for comer:
NORTH 08° 13'01" WEST, a distance of 99.75 feet, to a point for comer,
NORTH 26°44'50" EAST,a distance of 104.69 feet;to a 51 inch iron rod for corner;
NORTH 35'24' 15" WEST, a distance of 110.78 feet to a 2 inch iron pipe for corn::;
NORTH 38' 34'28" EAST,a distance of 147.09 feet,to a point forcomcr;
NORTH 51° 05'32" 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 corner in the Sauhert.
Right-of-Way line of the Southern Pacific Railroad (based en a 100feot Right-ot-V 3 ,
and the most Northerly corner of the said TRACT 7 and the said tract hrein des;:r=;
THENCE SOUTH 51'05' 31" EAST. along and with said Southerly Right-of-Way ay linea meth?.
Northerly line of said TRACT 7 and the said tract herein described.a distance of 2261 .4S
�' iP t''at: g 4' :\:J(1. t 84..?�ant. arta' e, -♦ ,....
• a �' ;.ii i1:�i�, ii�J:'y�i:;!::d1=tt?{i,:, Jl�t.n_s�te5t •.!1 3 1 .�:
.aGa
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 feet 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 of 1496.20 feet,to
a point for corner in the Westerly line of a Road Easement from the State of Texas to Gulf ON.
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 sad
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 the 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
tract herein described,a distance of 100.86 feet to a point for corner in the Westerly line of State
Highway 87 far the beginning of a curve tangent to said line;
THENCE Southwesterly and Southerly,along said Westerly line of S tate Highway 87 and the
Easterly line of the said TRACT 7 and the said tract herein described, a distance of 248.l Ofeet 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 8 7 and the Easterly line of the said
TRACT 7 and the said tract herein described, the following courses and distances;
SOUTH I 17'36" EAST tangent to said curve,a distance of 14 7.00 feet, to an iron rod
for corner;
SOUTH OP 27'08" EAST, a distance of 333.63 feet, to a Texas Deparmeut of
Transportation Highway Monument for corner;
SOUTH 12°42'33"EAST, a distance of=-48.43 feet. to a point for corner;
SOUTH 10°25'06"EAST,a distance of 4577.81 feet,to an iron rod for beginniwz•cff_
curve tangent to said line:
THENCE Southerly along the said Westerly line of State Highv.ay 87 and the Easterly-
the
asterlythe said TRACT 7 and the said tract hereist described,a distance of 766.64 feet.to a pa=ir°f:;
corner along the curve concave to the east.having a radius of 57'79.64- feet.a.,:1 a:^sttral an_'r•.,:
07°36'00';
THENCE SO1_'TH 18' 01'06" EAST. a'rg the ,i , `•t�s> :. ?; `'S:_..::: �'_-':..
Easterly line of the said TRACT7 and the said t:act herein des.::ibza, tar; ,. :. ..: : :,a;•...
distance cf 160:.53 feet to a point for corrin:
Pagecc
THENCE SOUTH 17° 59'37" EAST,along the said Westerly line of Statc Highway 87 and the
Easterly line of the said TRACT 7 and the said tract herein described, a distance of 1803.26 feet
to a point for corner;
THENCE SOUTH I r 07'06" EAST,elong 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 988.17 feet to
the POINT OF BEGINNING,containing 1161.0954 Acres,more or less.
Notes: 1) Bearings Based on Pon Arthur Land Co.Subdivision as recorded in Volume 1.Page
24 of the Map Records.Jefferson County, Texas.
C3.,t r( '
MARX W.W J ELEY
AND ASSOCZA77'S
/yI� ry� �y�INCORPORATED/�
INattartg
s IVIIS,AND?LQ'1I11es
December 14, 1996 7.0.110XS492
3LWAtaNe,TXX.t.S 77126
409/.0240.1
TRACT 8
chevron U.S.A. , Inc, - Port Arthur Refinery
Jefferson County, Texas
Being a 1151.947 acre tract or parcel out of the T.& N. O. R.R.
Survey Abstract No. 's 279, 280, 281 and 282 and part of that
certain 7.159.220 acre tract as conveyed by corrmetion Deed dated
6.15-54 described in Volume 946 Page 461 Deed Records, Jefferson
County, Texas, executed by W. P. H. NcFaddln et al, in faOvr of
Gulf Refining Co. ,
COMb1ENC/NG 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 8B'02'57" West for a distance of 7651,85 feet to
the POINT OF BEOINNING of the Tract herein described;
THENCE North 10'41'30" East, along the Easterly line of 9ei.d
Survey No. 282, a distance of 5713. 10 feet , to a point for
corner;
THENCE North O1°41'54" 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 folowing
cvuraes and distances:
North 63.50'55" West, a distance of 185. 16 feat;
North 65.16'37" Kest, a distance of 214 . 32 feat;
North 82.52'05" West, s, distance of 157. 57 feet; •
South 83.24 '09" West, a distance of 224. 05 feet;
south 83'05'41" West, a distance of 210. 13 feet;
South 77.02'18" West, a distance of 206.07 feet;
South 78.30'24" West, a distance of 272. 02 feet;
South 85.22'58" West, a distance of 242. 25 feat;
South 09'26'42" West, a distance of 242 . 77 feet;
North 88.05'59" West, a distance of 170. 97 feet;
North 83.33 '43" West, a distance of 201. 28 feet;
'forth 83.24'04" Weft, a distance of 214. 13 feet;
south 89.57'31" West, a distance of 199. 34 feet;
'forth 85.44'59" West, a distance of 217. 24 feat;
forth 88 °22'46" West, a distance of 210.22 feet;
South 76.06'19" West, a distance cf 137. 90 feet;
'R.ACT 8 Page 1 of 2
-1
South 67'39'43" West, a distance of 143.32 feet;
South 74.17.17" West, a distance of 205.93 fest;
South 49.47'10" West, a distance of 425.16 feet;
South 39'13'21" West, a distance of 268.19 feet;
South 43033'35' West, a distance of 165.95 feat;
North 71002'32" West, a distance of 39.25 feet;
South 73.08'56" Wast, a distance of 413.98 feet;
North 75'30'55" Wast, a distance of 318.06 feet;
North 56.19'55" West, a distance of 143.87 feat;
North 49.05'38" West, a distance of 241.38 fast;
North 37'L5'09" West, a distance of 236.94 feet;
North 27.28'11" West, a distance of 181.22 feat;
North 43.56'45" West, a distance of 45.94 teat;
North 72.11'56" West, a distance of 116.30 feet;
North 66'09'39" West, a distance of 197.27 feet;
South 14.00'38" West, a distance of 121.65 feet;
South 79.42'42" West, a distance of 175.86 fest;
South 41.59'31" West, a distance of 188.18 feat;
South 38434'02" West, a distance of 364.43 flat; •
South 46'36'31" West, a distance of 326.13 feat;
South 57.39'38" West, a distance of 602.21 feet;
South 69.00'36" West, a distance of 216.48 fast;
South 84.04'18" West, a distance of 191.71 feet;
North 72.36'35" West, a distance of 373.97 feet;
North 63'04'55" West, a distance of 253.47 feet;
North 48'13'22" West, a 'distance of 227.17 feet;
Horth 45'23'38" West, a distance of 371.40 feet;
North 52.54'54" West, a distance of 83.38 feat;
South 19'06'33" West, a distance of 196.66 feat;
South 28.05'08" West, a distance of 175.59 feet;
THLNCE South 03'53'30" West, a distance of 5167.17 feet to a
point for corner;
THENCE south 86'05'57" East, a distance of 8203.37 feet to the
POINT or HEGIPnfING. Containing 1151.947 Acres, more or less.
Notes: 1) Bearings eased on Port Arthur Land Ca. Subdivision as
recorded in Volume 1, Page 24 of the Map Records,
Jefferson County, TeXas.
2) Drawing included on separate cheat.
EOir
{tt1i;s) !+
.w;Aiif
op
44 79vaa.vws•y0:*
S'URV1.
Mark W. Whiteley, R.P.L.S. No. 3635
r:V0+o\5erxMru.Ka
• TRACT 8 Page 2 of 2
•
t/Jar Y4 OY:02 C...a ere 4440
WI i1c _ ao'.
nW"..
M.A.RWRITELICY
AND ASSOCIATES
INCORPORATED
Cons uLTIMT sNoanro,
tgarVIY129.AND PLtNNERs
P.O.NIX 4412
December 14, 1994 AX4U310147;MX4.377124
401/.92-0401
TRACT
Chevron T.S.A. , Inc. - Port Arthur Refinery
Jefferson County, Texas
Being a 120.517 acre tract or parcel of land situated ill the
Texas and New Orleans Railroad Survey, Section 122, Jefferson
• County, Texas and being out of a 533.61 acre tract or parcel of
land described in deed from W.P.K. HcFaddin to Gulf Refining
Company, dated June 11, 1924, recorded in Volume 240, Page 620,
Deed Records, Jefferson County, Texas, and also the remainder of
a 57.00 acre tract or parcel of land described in deed trots
W.P.H. McFaddin to Gulf Refining Company, dated January 30; 1923 ,
recorded in Volume 223, 'Page 286, Dead Records, Jefferson County,
Texas, said 120.517 acre tract being more particularly described
as follows;
COMMENCING at a Gulf monument found for the 5outhwrest corner of a
0.074 acre tract as described on Volume 219 Page 74, Deed
Records, Jefferson County, Texas;
THENCE South 33630,21° West, a distance of 10,372. 12 feet toa
point for the POINT OF BEGINNING;
THENCE South 88.19'06" East, a distance of 5595 .70 feet to a Gulf
monument found;
THENCE North 01'29'44" East, a distance of 11. 96 feet to a point
for corner;
THENCE North 01'42'37" East, a distance of 1556 .50 feet to a
point for corner;
THENCE North 86'43,18" West, a distance of 570. 31 fast to a point:
for corner;
THENCE South 72 '57'.22" West, a distance of 100 . 0C feat to a point
for corner;
TRACT 9 Page 1 of 2
II `
.. ..., ., .a,y„
V.
THENCE South 72.57'02" West, a distance of 5207 . 42 feat to the
POINT OF BEGIN?ING and containing 120. 517 Acres, more or less.
Notes: 1) Bearings Based on Port Arthur Land Co. subdivierion es
recorded in Volume 1, Page 24 of the Map Records,
Jefferson County, Texas.
2) Drawing included on separate sheat.
ice' • •' ...
Maroc W. Whiteley, R.P.T..S. No. 3636 "(;10.41.100t•i
~ 1.40
Val.,,p).
tIVAC PATA\71At19.001
TRACT 9 Page 2 of 2
7L 1 j W. WRIT!LWY
AND ASSOCIATRS
INCORPORATED
�t ?LAMA.?
AO.BOX 602
Blur. oxz 71XAS 7772'
l49If92-0/1!
Cece!mber 14, 1994
TRACT 10
Chevron U.S.A. , Inc. - Port Arthur Refinery
Jefferson County, Texas
Being a 0.761 acre tract or parcel of land situated in the B.C.
Arthur Survey, Abstract No.61 and also out of Blocha Two, Three,
and Pour t2,3, 4) in Ranges P and Q of the lands of th. port
Arthur Land Company, jefferfon County, Texas and being described
in deed from Port Arthur Land conpe.ny to cult Refining Company
dated November- 11, 1913 recorded in Volume 140, Page 216, Dos&
Records, Jefferson County, Texas, said 0.761 acre tract being
more Particularly described as follows:
COMMENCING at Cult monument found for the aouthweet corner of a
0.034 acre tract as described in Volume 219, Page 76, of the Deed
Records, Jefferson County, Texas;
THENCE North 12.59'34" West, a distance or 6659 .46 feat to e
point for the POINT OF 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" West, a distance of 75 . 66 feet to a point
for corner;
THENCE South 37'14'23" West, a distance of 350 . 00 fest to a point
for corner;
THENCE South 33'24'41" West, a distance of 201. 0! feet to a coin
for corner;
THENCE South 33'17'23" West, a distance of 1659 . 94 feet to the
POINT OF BEGINNING and containing 0.761 Acres, r:.�.-.a or le”
TRACT 10 Page 1 of
•
`c•ao'•• 09:04 � v. ovZ
17{a
AR 11!11161.11 .nv
441
Note: .) 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.
VICL14,
--vie/4k
r • •
Mark W. Whiteley, R.P.L.B. No. 363 r�;!t!..ek•VQ' .I
r;\uPb\DeTA TIACT10.1U11
TRACT 10 Page 2 of 2
MARS PIIIITIIZZY
AND A38CCL1Tm,S
Cm%UL77Nrr TED
SUMMONS.AND FUNNZRs
P.O.Bar AM
I1 4 VYANT,=As 7772(
Decetabsr 14, 1994 409/l4uVII
TRACT 11
.Chevron U.S.A. , Inc. - Port Arthur Refinery
Jefferson County, Texas
•
Being a 4.113 acre tract or parcel of land situated in the Texas
and New Orleans P. i Lroad Company Survey 121, Petan t #433, Volume
13, Jeft'eraon County, Texas and described in dead from Texas and
New Orleans Railroad Company to Gulf Oil Corporation, dated
NoVember 19, 1940, recorded in Volume 487, Page 72, Deed Records ,
Jefferson County, Texas, said 4.123 acre tract being more
particularly described as follows:
COM:ENCING at Gulf monument found for the southwest corner of m
0,034 acre tract as described in Volume 219, Paga76, of the Deed
Records, ,7effsrson County, Texas;
THENCE North 56442'08" West, a distance of 779 2.78 fsc_t to n
point for the POINT O} HSGTNNING of the herein descr.ib.ed tract;
THENCE North 71.40'55" West, a distance of 72 . 59 feet to a point.
for corner;
THENCE North 85°42130" West, a distance of 94 . 38 feet to a point
for corner;
THENCE South 11'09'05" East, a distance of 1558.25 (set to a
point for corner;
THRICE North 04'23 '03" East, a distance of 310.32 foot to a pc i n t
for corner;
THENCE North 1.0.25'51" West, a distance of 204 .78 feat to 9 point
for corner;
THENCE North 21°07'49" East, a die;,-c.8 of 406 .5E (set to 3 :'oint
for corner;
TRACT 11 Page 1 of 2
Ti!.Nct North 10'25'07" West, a distance of 903 . 68 fest to the
POINT OF BEGINNING and containing 4.123 Acres, more or less.
Notes; 1) Bearings Based on port Arthur Land Co. Subdivision se
recorded in Volume 1, Page 24 of the Map Records,
Jefferson County, Texas,
2) Drawing included on seperate sheet.
a A
Apr
Hark W. Whiteley, R.P.L.S. No. 3636
f \4p601DATA\r*ACT11.Mil
TRACT 11 Page 2 of
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THE PREMCOR REFINING GROUP, INC.
PORK ARTHUR REFINERY j ;
-- '...__....» ...... ..�.....• . ....,.. •..�•..-...T<.... .,...... ... .�.... ...... PORT AH(HUQ. 1 AS...,...,., ... '
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Exhibit " B"
HOUP units ( 1998 Agreement)
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'IRS 12/18/08 Re s'..4
The Premcor Refining Group, Inc.
Port Arthur, Texas
Attachment
, .
1
Exhibit "C"
•
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IRS
1?/18/08 Rel-.AThe Premcor RefiningGroup,
Inc.
Port Arthur, Texas
Attachment
Exhibit "0"
Diesel Hydrotreater. . . • • .. . ..... (2005 Agreement)
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The Premcor RefiningGroup, Inc.
Port Arthur, Texas
Attachment
Exhibit "F"
Hydrogen
Plaflt (Resoftjtjon_ . . ... ....... . . 99-174)
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Port Arthur, Texas
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The Premcor Refining Group, Inc.
Port Arthur, Texas
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Hydrogen Plant (Resolution 05-202)
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JRS 1 2/18/08 Rev.A
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The Premcor Refining Group, Inc.
Port Arthur. Texas
Attachment
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EXHIBIT "L"
CITY LIMIT AND ET) MAP OF PORT ARTHUR
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EXHIBIT "M"
SERVICE PLANS
19
2017 ANNEXATION PROGRAM
CITY OF PORT ARTHUR, TEXAS
SERVICE PLAN FOR BASF TOTAL PETROCHEMICALS LLC (13TP)
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 '/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 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 '/z 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
Page 2
area for the purpose of parks maintenance, playgrounds, swimming pools and other publicly owned
facility,building or service.
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
2017 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.
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. WaterlWastewater 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 '/z 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, 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
Page 2
area for the purpose of parks maintenance, playgrounds, swimming pools and other publicly owned
facility,building or service.
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
2017 ANNEXATION PROGRAM
CITY OF PORT ARTHUR, TEXAS
SERVICE PLAN FOR CHEVRON PHILLIPS CHEMICAL COMPAN Y
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.
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, 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 ''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 %2 years of the effective date of the annexation of the particular annexed
Page 2
area for the purpose of parks maintenance, playgrounds, swimming pools and other publicly owned
facility,building or service.
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
2017 ANNEXATION PROGRAM
CITY OF PORT ARTHUR, TEXAS
SERVICE PLAN FOR CHEVRO\ t SA, 1\C.
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.
>. 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%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 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, 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.
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
Page 2
area for the purpose of parks maintenance, playgrounds, swimming pools and other publicly owned
facility,building or service.
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
2017 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.
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 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 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 '/z 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 '/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, 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
Page 2
area for the purpose of parks maintenance, playgrounds, swimming pools and other publicly owned
facility,building or service.
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
2017 ANNEXATION PROGRAM
CITY OF PORT ARTHUR, TEXAS
SERVICE PLAN FOR PRAXAIR(MOTIVA 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.
�. 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%: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, finds and determines it is not necessary for the City of Port Arthur to
acquire or construct any capital improvements within 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 '/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
Page 2
area for the purpose of parks maintenance, playgrounds, swimming pools and other publicly owned
facility,building or service.
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
2017 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.
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.
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.
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 1A 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, 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
Page 2
area for the purpose of parks maintenance, playgrounds, swimming pools and other publicly owned
facility,building or service.
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
2017 ANNEXATION PROGRAM
CITY OF PORT ARTHUR, TEXAS
SERVICE PLAN FOR TOTAL l'ETROCIIEXIICALS & REFINING 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, 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. WaterfWastewater 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, 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.
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
Page 2
area for the purpose of parks maintenance, playgrounds, swimming pools and other publicly owned
facility,building or service.
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
2017 ANNEXATION PROGRAM
CITY OF PORT ARTHUR, TEXAS
SERVICE PLAN FOR OXBOW CALCINING, 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 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, 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, 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, finds 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.
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 'A years of the effective date of the annexation of the particular annexed
Page 2
area for the purpose of parks maintenance, playgrounds, swimming pools and other publicly owned
facility,building or service.
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
2017 ANNEXATION PROGRAM
CITY OF PORT ARTHUR, TEXAS
SERVICE PLAN FOR G.T. LOGISTICS, 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.
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.
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
11. 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 '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 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'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''A 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 V2 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.
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.
2017 ANNEXATION PROGRAM
CITY OF PORT ARTHUR, TEXAS
SERVICE PLAN FOR PREMCOR REFINING GROUP, 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 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%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 '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 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, 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
Page 2
area for the purpose of parks maintenance, playgrounds, swimming pools and other publicly owned
facility,building or service.
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