HomeMy WebLinkAboutPR 24789: ACKNOWLEDGING JEFFERSON COUNTY DRAINAGE DISTRICT NO. 7 AS THE NON-FEDERAL SPONSOR FOR THE U.S. ARMY CORPS OF ENGINEERS' SABINE PASS TO GALVESTON BAY (S2G) COASTAL STORM RISK MANAGEMENT PROJECT P.R.No.24789
06/10/2026 ht
RESOLUTION NO.
A RESOLUTION ACKNOWLEDGING JEFFERSON COUNTY
DRAINAGE DISTRICT NO. 7 AS THE NON-FEDERAL SPONSOR
FOR THE U.S. ARMY CORPS OF ENGINEERS' SABINE PASS TO
GALVESTON BAY(S2G) COASTAL STORM RISK MANAGEMENT
PROJECT; AUTHORIZING THE GRANT OF A PERMANENT
STORM PROTECTION LEVEE EASEMENT, A TEMPORARY
WORK AREA EASEMENT, AND AN INGRESS AND EGRESS
ACCESS EASEMENT ACROSS PORTIONS OF CITY-OWNED
PROPERTY LOCATED ALONG AND/OR BETWEEN 4TH STREET,
LAKESHORE DRIVE, AND SEAWALL DRIVE IN CONNECTION
WITH THE PORT ARTHUR PROJECT; AND AUTHORIZING THE
CITY MANAGER TO EXECUTE THE NECESSARY EASEMENT
INSTRUMENTS.
WHEREAS, the U.S. Army Corps of Engineers (USACE) is implementing the Sabine
Pass to Galveston Bay(S2G)Coastal Storm Risk Management Project, a regional flood mitigation
initiative extending along the upper Texas coast from Brazoria County to Jefferson County; and
WHEREAS,the Port Arthur Project is a component of the S2G Project and is being carried
out through a partnership between the USACE and its non-federal sponsor, Jefferson County
Drainage District No. 7 (DD7); and
WHEREAS, in connection with the Port Arthur Project, USACE's non-federal sponsor,
DD7,has requested that the City of Port Arthur grant a permanent storm protection levee easement,
together with a temporary work area easement and an ingress and egress access easement, for
portions of City-owned tracts of land located along and/or between 4th Street,Lakeshore Drive and
Seawall Drive, as depicted in Exhibit"A", for the purpose of constructing,maintaining,repairing,
operating, patrolling, and replacing flood protection improvements, including a flood protection
levee, floodwall, gate closure, and sandbag closure; and
WHEREAS, the approval and acceptance of the Permanent Storm Protection Levee
Easement, attached hereto as Exhibit"B", is hereby deemed to be an appropriate course of action.
NOW THEREFORE,BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF PORT ARTHUR,TEXAS:
SECTION 1. That the facts and above recitals are true, correct, and hereby incorporated
for all purposes.
SECTION 2. That the City Council hereby grant unto Jefferson County Drainage District
No.7,a permanent storm protection levee easement,together with a temporary work area easement
and an ingress and egress access easement for the purpose of constructing,maintaining,repairing,
operating, patrolling, and replacing flood protection improvements, including a flood protection
levee, floodwall, gate closure, and sandbag closure.
SECTION 3. That the City Council hereby authorizes the City Manager to execute the
Permanent Storm Protection Levee Easement to Jefferson County Drainage District No. 7 in
substantially the same form attached hereto as Exhibit"B".
SECTION 4. That said easement, upon execution by both parties, shall be filed and
recorded in the Office of the County Clerk of Jefferson County,Texas.
SECTION 5. That a copy of the caption of this Resolution shall be spread upon the
Minutes of the City Council.
READ, ADOPTED AND APPROVED this the day of , A.D.
2026 at a meeting of the City of Port Arthur, Texas, by the following vote:
Ayes: Mayor:
Councilmembers:
Noes:
CITY OF PORT ARTHUR:
Charlotte M. Moses,
Mayor
ATTEST:
Christe Whitley Ned, TRMC
City Secretary
APPROVED AS TO FORM:
Roxann Cotroneo, JD
City Attorney
APPROVED . t ' ADMINISTRATION:
011
4.\\ fir
Ronald Burt, CP
City Manager
Suhail Kanwar, PE
Director of Public Services
Exhibit "A"
(Aerials)
TX 87 ./
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Port 'r ur Owner.CITY OF PORT ARTHUR 7
_ _.. __- -- - .. __. PID:0
H �/ FPLE:0.0527 acres
Owner:TEXAS GENERAL LAND OFFICE Owner:CITY OF PORT ARTHUR 4
PID:0 PID:0
Owner:CITY OF PORT ARTHUR 6
FPLE:0.5333 acres FPLE:0.0224 acres PID:0
\ . FPLE:0.0450 acres
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Owner:CITY OF PORT ARTHUR Owner:CITY OF PORT Owner:CITY OF PORT ARTHUR 2
Owner:CITY OF PORT ARTHUR 3 PORT ARTHUR
PID:0 PID:414313
PID:398575 ARTHUR 1 PID:0 PID:0
' TWAE:0.3925 acres
FPLE:0.7444 acres FPLE:0.4166 acres
FPLE:0.4995 acres FPLE:0.3048 acres FPLE:0.8895 acres TWAE:1.1999 acres TWAE:1.1573 acres
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US ARMY CORPS OF ENGINEERS A III1 Existing DD7 Ownership Spatial Reference This data is a representation of features on the earth complied by
GALVESTON DISTRICT PCS'NAD 1983 2011 StatePlane Texas software from raw data obtained from vanous sources and is no
Flood Protection Levee Easement South Central FIPS 4204 FlUS necessarily,in whole or in part based upon any physical recording,
t t e t 1 CESWG-RE `- I GCS:GCS NAD 1983 2011 study or survey professional or otherwise.of the covered property.This
information is not intended as a substitute for a field survey by a
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Project Area:Sabine to Galveston,Port Arthur �' or engineering accuracy.
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Galveston District 0 100 200 400 600 Created by:m3reshlm
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Exhibit "B"
(Permanent Storm Protection Levee Easement)
PERMANENT STORM PROTECTION LEVEE EASEMENT
STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF JEFFERSON §
That CITY OF PORT ARTHUR, TX, whose mailing address is 444 4th Street, Port Arthur, TX (hereinafter called
"GRANTOR"), for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00)and other good and
valuable consideration,the receipt and sufficiency of which is hereby acknowledged, and subject to the reservations
and exceptions described herein, does hereby GRANT, BARGAIN, SELL and CONVEY unto JEFFERSON
COUNTY DRAINAGE DISTRICT NO. 7, whose address is P.O. Box 3244, Port Arthur, TX (hereinafter called
"GRANTEE"), its successors and assigns, a perpetual, exclusive, permanent storm protection levee easement and
right-of-way for flood control purposes(the"Easement")over,under, upon,through and across the lands described
herein and more particularly described in Exhibit A through Exhibit G, attached hereto and made a part hereof as
though fully set forth herein(the"Property").
This Easement is granted for the construction,maintenance,repair,operation,inspection,replacement,and patrolling
of a permanent flood protection system,including levees and related structures,designed to provide storm protection
and flood control for lands located within Jefferson County,Texas.
In compliance with United States Army Corps of Engineers requirements,this Easement grants:
A perpetual and assignable right and easement in the land described in Exhibit A through Exhibit G Tracts Nos.
PAVO3C-133,PAVO3C-133A-1,PAVO3C-133A-2,PAVO3C-133A-3,PAVO3C-135B-2,PAVO3C-136-4 and PAVO3C-
136-5 to construct,maintain,repair,operate,patrol and replace a flood protection levee,floodwall,gate closure,and
sandbag closure, including all appurtenances thereto;reserving,however,to the owners,their heirs and assigns, all
such rights and privileges in the land as may be used without interfering with or abridging the rights and easement
hereby acquired;subject,however,to existing easements for public roads and highways,public utilities,railroads and
pipelines.
The Easement as reflected in Exhibit A through Exhibit G will include several improvements, and be used in
connection with those improvements, including but not limited to a constructed flood control structure, whether
earthen levee or floodwall. The structures may include but are not limited to toes, crowns, slopes, berms, drainage
features,culverts, crossings,gravity drainage structures,various pieces of equipment,pumps,pump housing,motors,
compressors, sheet pile, H-Pile, steel foundation piles, footings, foundation structures, concrete structures, drainage
canals and ditches,borrow areas,access roads,and maintenance zones associated therewith. The Easement will also
include Permanent Workspace to construct,operate,maintain,repair and replace the improvements.
GRANTEE shall have the perpetual,exclusive and assignable rights to construct,reconstruct,maintain,operate,repair,
patrol,and replace the levee and all appurtenances within the Easement,and to remove and haul away soil,excavate
soil, use the soil, and grade soil as necessary for levee formation and stability, to trim, cut, fell, and remove trees,
brush, vegetation, structures, or obstructions that may interfere with the levee or improvements, or levee's safe
operation,and GRANTEE shall have rights to place and remove fill material,armor material,bedding stone,or riprap,
as needed, and to restrict construction of buildings, fencing, utilities, or other improvements, operations or use that
may obstruct access or compromise levee integrity, or interfere with GRANTEE'S rights herein granted, and
GRANTEE shall also have, at all times, access to the Easement area at any time with personnel and equipment
necessary for flood protection activities without further compensation to GRANTOR. GRANTOR may not erect or
keep permanent structures on the Easement area and within the Easement without prior written approval of
GRANTEE.
Grantor expressly reserves all rights in and to the surface of the Property so long as that surface use is consistent with
the rights herein granted;and further,so long as such surface use does not unreasonably interfere with Grantee's rights
herein granted, as Grantor and Grantee contemplate and understand that Grantor will reserve the right to use the
surface of the Property for light recreation and park use, such as pedestrian walking, pedestrian picnicking, light
vehicle parking,or other light recreational activities that do not disturb the soil or jeopardize the integrity of the Levee
Improvements, specifically prohibiting and hereby excluding heavy equipment parking,recreational vehicle("RV")
parking, heavy equipment use or operations when such equipment or vehicle weight exceeds lbs (gross
weight), earth work, soil disturbance, excavation, or any other activity that would possibly compromise, disturb or
move the integrity of the Levee Improvements on the Property. In addition,Grantor reserves the right to grant other
easements to other third parties on the Property so long as such other easements are on or above the surface of the
Property, and do not conflict with or otherwise unreasonably interfere with Grantee's Levee Improvements or
Grantee's rights conveyed herein. This Easement does not convey fee title or exclusive possession.The rights granted
herein are subject to existing easements for public roads,utilities,railroads,and pipelines. Any use such as agricultural
activities, grazing, hunting activities, 4-wheelers, dirt bikes, ATVs and other recreational vehicles are strictly
prohibited,including RV use or parking.
TEMPORARY WORK AREA EASEMENT
In addition to the Easement, and in compliance with United States Army Corps of Engineers requirements, this
easement grants a TEMPORARY WORK AREA EASEMENT AS FOLLOWS:
A temporary easement and right-of-way in, on, over, through and across the land described in Exhibit A through
Exhibit G Tracts Nos., PAV03C-133A-1-TW, PAV03C-133A-2-TW, PAV03C-133A-3-TW, PAV03C-136-4-TW,
PAV03C-136-5-TW, and PAV03C-133A-3-1-TW for a period not to exceed 7 years,beginning with date of contract
award,for use by the United States, its representatives, agents, and contractors as a work area, including the right to
move, store, and remove equipment and supplies, and erect and remove temporary structures on the land and to
perform any other work necessary and incident to the construction of the Sabine Pass to Galveston Bay Coastal Storm
Risk Management Project Contract PAV03C,together with the right to trim,cut,fell,and remove therefrom all trees,
underbrush, obstructions, and any other vegetation, structures, or obstacles within the limits of the right-of-way;
reserving,however,to the landowners,their heirs and assigns, all such rights and privileges as may be used without
interfering with or abridging the rights and easement hereby acquired; subject, however, to existing easements for
public roads and highways,public utilities,railroads,and pipelines.
INGRESS/EGRESS ACCESS EASEMENT
In addition to the Easement,GRANTOR hereby grants and conveys to GRANTEE an access easement for access to
and from the Grantee's facilities and/or other dedicated easement areas on, over, through and across certain land
("Access Easement"), such Access Easement more particularly described in Exhibit H attached and incorporated
herein.
The Access Easement shall allow and provide GRANTEE and GRANTEE's successors and assigns and contractors
unobstructed and continuous access and rights for pedestrian and vehicular traffic to the Grantee's facilities and/or
other dedicated easement areas, including rights to the movement of equipment, materials and supplies to and from
the Easement area, and further provide access to GRANTEE and USACE, and their representatives, agents, and
contractors as an access area,including the right to move, store, and remove equipment and supplies, and erect and
remove temporary structures on the land and to perform any other work necessary and incident to the construction,
operation and maintenance of the Grantee's facilities and/or other dedicated easement area,together with the right to
trim, cut, fell, and remove therefrom all trees, underbrush, obstructions, and any other vegetation, structures, or
obstacles within the limits of the right-of-way,Grantee shall repair any damages caused by their use of the easement;
reserving,however,to the landowners,their heirs and assigns, all such rights and privileges as may be used without
interfering with or abridging the rights and easement hereby acquired; subject, however,to existing easements for
public roads and highways,public utilities,railroads,and pipelines.
The consideration recited herein shall constitute full compensation for all damages sustained by GRANTOR by reason
of GRANTEE'S exercise of the rights herein granted,including damages resulting from construction and maintenance
activities.
This instrument was prepared from information furnished by the parties and no title opinion is expressed by the party
preparing this instrument regarding ownership or property description accuracy.
TO HAVE AND TO HOLD the above-described storm protection levee easement and right-of-way and other
easements unto Jefferson County Drainage District No.7,its successors and assigns,perpetually and exclusively.
EXECUTED this day of ,2026.
CITY OF PORT ARTHUR,TEXAS:
By:
Name:
Title:
STATE OF TEXAS §
COUNTY OF JEFFERSON §
This instrument was acknowledged before me on this day of ,2026,by Ron Burton,CPM,as
City Manager of the CITY OF PORT ARTHUR,TX.
GIVEN under my hand ad seal of office this day of ,2026
Notary Public,State of Texas
EXHIBIT A-PAV03C-133 PERMANENT STORM PROTECTION EASEMENT
This Exhibit A is attached to and incorporated into that certain executed by
(Grantor) in favor of Jefferson County Drainage District No. 7 (Grantee), dated
,and pertains to the property described as follows:
409.833.3363
L JA\SURVEYING TBPELS 10194382
www.LJASurvey.corn
"e' '.ens e . s'`" P,,< on= Texas 77 702
EXHIBIT"A"
April 29, 2026
Surveyor's Field Note Description: 0.314-Acre Easement PAVO3C-133
0.314-Acre Easement PAVO3C-133
BEING a 0.314-acre easement out of and a part of that certain Rose Hill Park called 15.24-acre tract
of land, being more fully described and recorded in Clerk's File No. 2016030986 of the Official Public
Records of Jefferson County, Texas. Said 0.314-acre tract being situated in the H. McHanks Survey,
Abstract No. 40, Jefferson County, Texas.
COMMENCING at a 5/8-inch iron rod found at the Southwest corner of that certain Jefferson County
Drainage District No. 7 called 2.326-acre tract of land, being more fully described as Easement Tract
133, and recorded in Volume 1454, Page 4 of the Deed Records of Jefferson County, Texas, same
being a point in the South line of said 15.24-acre tract, same being a point in the Northerly right-of-
way line of Woodworth Boulevard (public right-of-way), having a coordinate value of N:
13,905,981.005 and E: 3,579,253.31;
THENCE North 35 deg.21 min. 16 sec. East, over and across said 15.24-acre tract,same being along
and with the West line of said Easement Tract 133, a distance of 322.96 feet to the POINT OF
BEGINNING at a point at the Southeast corner of said 0.314-acre tract, same being the Northeast
corner of that certain Texas Historical Commission tract, being more fully described and recorded in
Clerk's File No. 2018033354 of said Official Public Records, having a coordinate value of N:
13,906,244.45 and E: 3,579,440.18;
THENCE North 53 deg. 14 min. 53 sec. West, along and with the South line of said 0.314-acre tract,
same being the North line of said Texas Historical Commission tract, a distance of 20.04 feet to a point
for corner at the Southwest corner of said 0.314-acre tract;
THENCE North 34 deg. 23 min. 43 sec. East, along and with the West line of said 0.314-acre tract, a
distance of 496.00 feet to a point for corner at the Northwest corner of said 0.314-acre tract, same
being in the North line of said 15.24-acre tract, same being in the South line of that certain Lynnie
Rodriguez called 0.4711-acre tract of land, being more fully described and recorded in Clerk's File No.
2017008959 of said Official Public Records;
THENCE South 53 deg. 29 min. 33 sec. East, along and with the North line of said 0.314-acre tract
and said 15.24-acre tract, same being the South line of said 0.4711-acre tract, a distance of 28.08 feet
to a point for corner at the Northeast corner of said 0.314-acre tract, same being in the West line of
said Easement Tract 133, same being in the North line of said 15.24-acre tract, same being in the
South line of said 0.4711-acre tract;
THENCE, in a Southwesterly direction, along and with the East line of said 0.314-acre tract, same
being the West line of said Easement Tract 133, the following courses and distances:
South 35 deg. 19 min. 39 sec. West, a distance of 102.61 feet to a point for corner;
South 23 deg. 42 min. 55 sec. West, a distance of 34.77 feet to a 5/8-inch iron rod with DD7
R.O.W. cap found for an angle corner;
South 35 deg. 18 min. 49 sec. West, a distance of 123.01 feet to a 5/8-inch iron rod with DD7
R.O.W. cap found for an angle corner;
South 55 deg. 00 min. 15 sec. East, a distance of 9.96 feet to a 5/8-inch iron rod with DD7
R.O.W. cap found for an angle corner;
Page 1 of 2
South 35 deg. 24 min. 35 sec. West, a distance of 45.05 feet to a 5/8-inch iron rod with DD7
R.O.W. cap found for an angle corner;
North 54 deg. 33 min. 03 sec. West, a distance of 16.91 feet to a 5/8-inch iron rod with DD7
R.O.W. cap found for an angle corner;
South 35 deg. 19 min. 09 sec. West, a distance of 191.21 feet to the POINT OF BEGINNING,
containing 0.314-acre of land, more or less
All bearings are based upon the Texas State Plane Coordinate System of 1983(2011), South Central
Zone '4204'(US Survey foot). All acreages and distances shown are grid.
(4' OF RF-1y��
Carl E. Duckworth II 1 CARL E.DUCKWORTH II ►
Registered Professional Land Surveyor No. 6816 o1. 6816
jy�fESS% '41.
SURV,
Page 2 of 2
Woodworth Boulevard Project Exhibit"A"
Location Richmond Avenue Jefferson County,Texas
Lake Charles Avenue H.McHanks Survey W Lj'
Seawall Drive /
Augusta Avenue / Abstract No.40
Shreveport Avenue
Waco Avenue
1/
Easement PAVO3C-133=0.314 Acre 0 100 200
Vicinity Map Feet
N.T.S. I= MI
Line Table c,o'7e,,,p
yo•Qy,>%.
Line# Direction Length Rose Hill Park 0,o �O>>71�.
L 1 N53°14'53"W 20.04 Called 15.24 Acres ��C Bgee
C.F.No.2016030986 *T Sg
L2 N34°23'43"E 496.00 O.P.R.J.C.T.
L3 S53°29'33"E 28.08
L4 S35°19'39"W 102.61 Found 5/8" Iron Rod
Easement PAVO3C-133
L5 S23°42'55"W 34.77 0.314 Acre DD7 R.O.W.Cap
L6 S35°18'a9"W 123.01 13,663.05 Sq.Ft.
Found 5/8" Iron Rod
L7 S55°00'15"E 9.96 DD7 R.O.W.Cap
L8 S35°24'35'W 45.05
L9 N54°33'03"W 16.91 L7
L10 S35°19'09"W 191.21
Found 5/8" Iron Rod
L11 S35°18'37"W 163.80 DD7 R.O.W.Cap
Found 5/8" Iron Rod
DD7 R.O.W.Cap
•
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i 0.4, 4�0
c •
0�� o yO QA.
<rDy 12/ary^byp,
Texas Historical Commission Q�
C.F.No.2018033354
O.P.R.J.C.T.
Found 5/8" Iron Rod P.O.B.
DD7 R.O.W.Cap Easement PAVO3C-133
N:13,906,244.45
Found 5/8" Iron Rod Found 5/8" Iron Rod E:3,579,440.18
DD7 R.O.W.Cap DD7 R.O.W.Cap
41011 Found 5/8" Iron Rod
DD7 R.O.W.Cap
P.O.C.
Easement PAVO3C-133
5/8"Iron Rod
N:13,905,981.05
E:3,579,253.31
Legend:
r�1 Easement Surveyor's Certification
O Temporary Workspace
O Existing Easement The undersigned does hereby certify that this survey plat
• Found Monument(as described) accurately represents an on the ground survey made -1 O F.......
P.O.B. Point of Beginning under my direct supervision in November and December " **$TER
D.R.J.C.T. Deed Records Jefferson County,Texas 2025,and January and February 2026. �r�� ^ � tW k
O.P.R.J.C.T. Official Public Records Jefferson County,Texas /`
a CARL E.DUCKWORTH II a
Carl E.Duckworth II,RPLS ••4 6816 .r�
Registered Professional Land Surveyor No.6816 ����OFFsts?Oar
�OsuAv�-
Drawn by:MAG FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.1 of 1 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central ���
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
J.aec,ors\aurveyvroieasu.Jna°n°aur,lvu, r,°uucnon,Res,L,na<"°-Zx,r_v ,_nose nunna,x.°wg wZnimm
EXHIBIT B-PAV03C-133A-1 PERMANENT STORM PROTECTION
EASEMENT& TEMPORARY WORKSPACE AREA EASEMENT
This Exhibit B is attached to and incorporated into that certain executed by
(Grantor) in favor of Jefferson County Drainage District No. 7 (Grantee), dated
,and pertains to the property described as follows:
409.833.3363
LJ� SURVEYING �` T BF'EtS 1019 382
� ��;,, w :w.LJASurve_y.com
:enue, Suite 500. Beaumont Texas 77702
EXHIBIT"B"
April 29, 2026
Surveyor's Field Note Description: 2.141-Acre Easement PAV03C-133A-1, and a 1.194-Acre
PAV03C-133A-1 Temporary Workspace
2.141-Acre Easement PAV03C-133A-1
BEING a 2.141-acre easement out of and a part of that certain Lake Shore Park as shown in the map of
the City of Port Arthur, being more fully described and recorded in Volume 1, Page 50 of the Deed Records
of Jefferson County, Texas, and out of and a part of Lakeshore Drive (70-foot public right-of-way). Said
2.141-acre proposed tract being situated in the J. Mixon Survey, Abstract No. 178 and the H. McHanks
Survey, Abstract No. 40, Jefferson County, Texas.
COMMENCING at a 3/4-inch iron pipe found at the Northeast corner of that certain Part of Lot 9, Block 161
of the said City of Port Arthur tract, and conveyed to Jose G. Nunez and recorded in Clerk's File No.
2007042034 of the Official Public Records of Jefferson County, Texas, same being the Southeast corner
of that certain Willie Lewis, Jr. et ux tract of land, being more fully described as Lot 8, Block 161 of the City
of Port Arthur, Jefferson County, Texas, same being in the West right-of-way line of Lakeshore Drive (70
foot public right-of-way), having a coordinate value of N: 13,904,204.08 and E: 3,577,876.81;
THENCE South 75 deg. 58 min. 54 sec. East, a distance of 79.59 feet to a 5/8-inch iron rod with aluminum
cap found for an angle corner in the West line of that certain Jefferson County Drainage District No. 7 called
10.262-acre tract of land, being more fully described as Easement Tract 133-A, and recorded in Volume
1454, Page 4 of said Deed Records, same being the POINT OF BEGINNING and an ell corner in the East
line of the herein described tract of land, having a coordinate value of N: 13,904,184.81 and E:
3,577,954.04;
THENCE South 36 deg. 14 min. 42 sec. West, along and with a East line of said 2.141-acre tract, same
being a West line of said Easement Tract 133-A, a distance of 83.65 feet to a point for corner for the most
Southern corner of said 2.141-acre tract, same being at the East edge of the pavement for said Lakeshore
Drive, and being at the beginning of a curve to the right, having a radius of 839.79 feet, a delta angle of 03
deg. 01 min. 36 sec., a chord bearing of North 14 deg. 57 min. 07 sec. East, and a chord distance of 44.36
feet;
THENCE in a Northeasterly direction, along and with the East edge of pavement for said Lakeshore Drive,
the following courses and distances:
Along and with said curve to the right, a distance of 44.36 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 3840.74 feet, a delta angle of 00 deg. 54 min. 33
sec., a chord bearing of North 16 deg. 55 min. 11 sec. East, and a chord distance of 60.95 feet;
Along and with said curve to the right, a distance of 60.95 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 430.87 feet, a delta angle of 07 deg. 28 min. 13
sec., a chord bearing of North 21 deg. 06 min. 35 sec. East, and a chord distance of 56.14 feet;
Along and with said curve to the right, a distance of 56.18 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 1339.31, a delta angle of 01 deg. 48 min. 40 sec.,
a chord bearing of North 25 deg. 45 min. 01 sec. East, and a chord distance of 42.33 feet;
Along and with said curve to the right, a distance of 42.34 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 614.89 feet, a delta angle of 07 deg. 51 min. 32
sec., a chord bearing of North 30 deg. 35 min. 07 sec. East, and a chord distance of 84.28 feet;
Along and with said curve to the right, a distance of 84.34 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 1236.27, a delta angle of 01 deg. 28 min. 18 sec.,
a chord bearing of North 35 deg. 15 min. 03 sec. East, and a chord distance of 31.75 feet;
Page 1 of 11
Along and with said curve to the right, a distance of 31.75 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 649.86 feet, a delta angle of 05 deg. 33 min. 44
sec., a chord bearing of North 38 deg. 46 min. 04 sec. East, and a chord distance of 63.06 feet;
Along and with said curve to the right, a distance of 63.09 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 1048 feet, a delta angle of 01 deg. 38 min. 32 sec.,
a chord bearing of North 42 deg. 22 min. 12 sec. East, and a chord distance of 30.05 feet;
Along and with said curve to the right, a distance of 30.05 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 350.24 feet, a delta angle of 05 deg. 07 min. 20
sec., a chord bearing of North 45 deg. 45 min. 07 sec. East, and a chord distance of 31.30 feet;
Along and with said curve to the right, a distance of 31.31 feet to a point for corner;
North 48 deg. 18 min. 47 sec. East, a distance of 23.19 feet to a point for corner:
North 51 deg. 33 min. 03 sec. East, a distance of 69.70 feet to a point for corner;
North 53 deg. 07 min. 58 sec. East, a distance of 31.78 feet to a point for corner;
THENCE North 35 deg. 21 min. 37 sec. East, a distance of 40.34 feet to a point for corner in the centerline
of said Lakeshore Drive;
THENCE in a Northeasterly direction, along and with the centerline of said Lakeshore Drive, the following
courses and distances:
North 48 deg. 50 min. 59 sec. East, a distance of 44.32 feet to a point for corner;
North 40 deg. 19 min. 35 sec. East, a distance of 44.35 feet to a point for corner;
North 35 deg. 01 min. 42 sec. East, a distance of 44.34 feet to a point for corner;
North 32 deg. 58 min. 01 sec. East, a distance of 44.35 feet to a point for corner;
North 29 deg. 29 min. 13 sec. East, a distance of 44.33 feet to a point for corner;
North 25 deg. 23 min. 40 sec. East, a distance of 44.34 feet to a point for corner;
North 35 deg. 17 min. 14 sec. East, a distance of 64.36 feet to a point for corner in the East edge
of pavement for said Lakeshore Drive, and being at the beginning of a curve to the right, having a radius of
3677.00 feet, a delta angle of 00 deg. 39 min. 10 sec., a chord bearing of North 18 deg. 54 min. 25 sec.
East, and a chord distance of 41.90 feet;
THENCE in a Northeasterly direction, along and with the East edge of pavement for said Lakeshore Drive,
the following courses and distances:
Along and with said curve to the right, a distance of 41.90 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 432.85 feet, a delta angle of 07 deg. 44 min. 44
sec., a chord bearing of North 23 deg. 06 min. 22 sec. East, and a chord distance of 58.47 feet;
Along and with said curve to the right, a distance of 58.52 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 869.94 feet, a delta angle of 03 deg. 46 min. 48
sec., a chord bearing of North 28 deg. 52 min. 08 sec. East, and a chord distance of 57.38 feet;
Along and with said curve to the right, a distance of 57.39 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 874.51 feet, a delta angle of 03 deg. 46 min. 31
sec., a chord bearing of North 32 deg. 38 min. 48 sec. East, and a chord distance of 57.61 feet;
Along and with said curve to the right, a distance of 57.62 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 697.09 feet, a delta angle of 04 deg. 49 min. 06
sec., a chord bearing of North 36 deg. 56 min. 36 sec. East, and a chord distance of 58.61 feet;
Along and with said curve to the right, a distance of 58.62 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 1008.56 feet, a delta angle of 02 deg. 05 min. 58
sec., a chord bearing of North 40 deg. 24 min. 08 sec. East, and a chord distance of 36.95 feet;
Along and with said curve to the right, a distance of 36.95 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 542.66 feet, a delta angle of 03 deg. 40 min. 35
sec., a chord bearing of North 43 deg. 17 min. 25 sec. East, and a chord distance of 34.81 feet;
Page 2 of 11
Along and with said curve to the right, a distance of 34.82 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 549.89 feet, a delta angle of 05 deg. 25 min. 58
sec., a chord bearing of North 47 deg. 50 min. 41 sec. East, and a chord distance of 52.12 feet;
Along and with said curve to the right, a distance of 52.14 feet to a point for corner;
North 50 deg. 33 min. 39 sec. East, a distance of 23.52 feet to a point for corner;
North 53 deg. 31 min. 59 sec. East, a distance of 35.77 feet to a point for corner;
THENCE North 35 deg. 11 min. 25 sec. East, a distance of 34.83 feet to a point for corner in the centerline
of said Lakeshore Drive;
THENCE in a Northeasterly direction, along and with the centerline of Lakeshore Drive, the following
courses and distances:
North 55 deg. 23 min. 01 sec. East, a distance of 43.88 feet to a point for corner;
North 49 deg. 01 min. 00 sec. East, a distance of 43.85 feet to a point for corner;
North 39 deg. 42 min. 29 sec. East, a distance of 43.89 feet to a point for corner;
North 33 deg. 38 min. 31 sec. East, a distance of 43.88 feet to a point for corner;
North 31 deg. 22 min. 21 sec. East, a distance of 43.87 feet to a point for corner;
North 32 deg. 22 min. 56 sec. East, a distance of 43.88 feet to a point for corner;
North 34 deg. 15 min. 45 sec. East, a distance of 43.87 feet to a point for corner;
North 35 deg. 25 min. 35 sec. East, a distance of 43.88 feet to a point for corner;
North 35 deg. 41 min. 09 sec. East, a distance of 43.87 feet to a point for corner;
North 35 deg. 22 min. 43 sec. East, a distance of 43.88 feet to a point for corner;
North 30 deg. 21 min. 01 sec. East, a distance of 43.87 feet to a point for corner;
North 21 deg. 51 min. 56 sec. East, a distance of 43.86 feet to a point for corner;
North 17 deg. 11 min. 21 sec. East, a distance of 43.88 feet to a point for corner;
North 20 deg. 49 min. 14 sec. East, a distance of 43.89 feet to a point for corner;
North 26 deg. 49 min. 04 sec. East, a distance of 43.87 feet to a point for corner;
North 31 deg. 12 min. 06 sec. East, a distance of 43.89 feet to a point for corner;
North 33 deg. 05 min. 39 sec. East, a distance of 43.98 feet to a point for corner;
North 35 deg. 19 min. 06 sec. East, a distance of 54.79 feet to a point for corner at an angle corner
in the Northwest line of said 2.141-acre tract;
THENCE South 54 deg. 39 min. 46 sec. East, a distance of 48.16 feet to a point for corner at an angle
corner in the West line of said 2.141-acre tract;
THENCE North 34 deg. 52 min. 08 sec. East, a distance of 102.59 feet to a point for corner at the Northwest
corner of said 2.141-acre tract, same being in the East line of said Lakeshore Drive, same being in the
South line of that certain Rose Hill Park called 15.24-acre tract of land, being more fully described and
recorded in Clerk's File No. 2016030986 of the Official Public Records of Jefferson County, Texas;
Page 3 of 11
THENCE South 53 deg. 22 min. 07 sec. East, along and with the North line of said 2.141-acre tract, same
being the South line of said 15.24-acre tract and that that certain Jefferson County Drainage District No. 7
called 2.326-acre tract, being more fully described as Easement Tract 133, and recorded in said Volume
1454, Page 4, a distance 20.06 feet to a 5/8-inch iron rod found (disturbed) at the Northwest corner of said
Easement Tract 133-A;
THENCE in a Southwesterly direction, along and with the West line of said Easement Tract 133, the
following courses and distances:
South 34 deg. 52 min. 08 sec. West, a distance of 121.60 feet to a point for corner;
South 35 deg. 19 min. 46 sec. West, a distance of 1,676.55 feet to a 5/8-inch iron rod with DD7
cap;
North 54 deg. 44 min. 45 sec. West, a distance of 45.01 feet to a 5/8-inch iron rod with DD7 cap;
South 35 deg. 17 min. 16 sec. West, a distance of 418.25 feet to a 5/8-inch iron rod with DD7 cap;
South 54 deg. 00 min. 32 sec. East, a distance of 16.08 feet to the POINT OF BEGINNING,
containing 2.141-acres of land, more or less.
1.194-Acre PAV03C-133A-1 Temporary Workspace
BEING a 1.194-acre temporary workspace out of and a part of Lakeshore Drive (70-foot public right-of-
way). Said 1.194-acre proposed tract being situated in the J. Mixon Survey, Abstract No. 178 and the H.
McHanks Survey, Abstract No. 40, Jefferson County, Texas.
COMMENCING at a 3/4-inch iron pipe found at the Northeast corner of that certain Part of Lot 9, Block 161
of the City of Port Arthur, Jefferson County, Texas, recorded in Volume 1, Page 50 of the Map Records of
Jefferson County, Texas, and conveyed to Jose G. Nunez and recorded in Clerk's File No. 2007042034 of
the Official Public Records of Jefferson County, Texas, same being the Southeast corner of that certain
Willie Lewis, Jr. et ux tract of land, being more fully described as Lot 8, Block 161 of the City of Port Arthur,
Jefferson County, Texas, same being in the West right-of-way line of Lakeshore Drive(70 foot public right-
of-way), having a coordinate value of N: 13,904,204.08 and E: 3,577,876.81;
THENCE over and across said Lake Shore Drive, South 17 deg. 44 min. 49 sec. East, a distance of 91.08
feet to the POINT OF BEGINNING in the East edge of the pavement for said Lakeshore Drive, having a
coordinate value of N: 13,904,117.34 and E: 3,577,904.58;
THENCE South 36 deg. 14 min. 42 sec. West, along and with a West line of said Easement Tract 133-A,
a distance of 66.72 feet to the West edge of the pavement for said Lakeshore Drive;
THENCE in a Northeasterly direction, along and with the West edge of the pavement for Lakeshore Drive,
the following courses and distances:
North 13 deg. 58 min. 40 sec. East, a distance of 68.71 feet to a point for corner, and being at the
beginning of a curve to the left, having a radius of 2956.85 feet, a delta angle of 01 deg. 19 min. 13 sec.,
a chord bearing of North 13 deg. 50 min. 09 sec. East, and a chord distance of 68.13 feet;
Along and with said curve to the left, a distance of 68.13 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 337.04 feet, a delta angle of 10 deg. 18 min. 34
sec., a chord bearing of North 18 deg. 19 min 50 sec. East, and a chord distance of 60.56 feet;
Along and with said curve to the right, a distance of 60.64 feet to a point for corner;
Page 4 of 11
North 23 deg. 29 min. 07 sec. East, a distance of 29.77 feet to a point for corner, and being at the
beginning of curve to the right, having a radius of 3969.93 feet, a delta angle of 00 deg. 39 min. 15 sec., a
chord bearing of North 26 deg. 07 min. 18 sec. East, and a chord distance of 45.32 feet;
Along and with said curve to the right, a distance of 45.32 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 455.42 feet, a delta angle of 06 deg. 11 min. 57
sec., a chord bearing of North 28 deg. 53 min. 40 sec. East, and a chord distance of 49.25 feet;
Along and with said curve to the right, a distance of 49.28 feet to a point for corner;
North 31 deg. 59 min. 38 sec. East, a distance of 38.49 feet to a point for corner;
North 36 deg. 01 min. 39 sec. East, a distance of 29.87 feet to a point for corner;
North 36 deg. 53 min. 39 sec. East, a distance of 36.67 feet to a point for corner;
North 42 deg. 40 min. 59 sec. East, a distance of 62.44 feet to a point for corner, and being at the
beginning of a curve to the left, having a radius of 61304.27 feet, a delta angle of 00 deg. 01 min. 47 sec.,
a chord bearing of North 44 deg. 25 min. 56 sec. East, and a chord distance of 31.90 feet;
Along and with said curve to the left, a distance of 31.90 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 395.97 feet, a delta angle of 09 deg. 31 min. 12
sec., a chord bearing of North 49 deg. 10 min. 39 sec. East, and a chord distance of 65.72 feet;
Along and with said curve to the right, a distance of 65.79 feet to a point for corner;
North 53 deg. 56 min. 15 sec. East, a distance of 30.65 feet to a point for corner;
North 35 deg. 44 min. 03 sec. West, a distance of 1.90 feet to a point for corner;
North 53 deg. 30 min. 10 sec. East, a distance of 32.97 feet to a point for corner, and being at the
beginning of a curve to the left, having a radius of 253.28 feet, a delta angle of 09 deg. 01 min. 03 sec., a
chord bearing of North 54 deg. 42 min. 05 sec. East, and a chord distance of 39.82 feet;
Along and with said curve to the left, a distance of 39.86 feet to a point for corner;
North 50 deg. 11 min. 34 sec. East, a distance of 22.09 feet to a point for corner;
North 48 deg. 38 min. 31 sec. East, a distance of 6.73 feet to a point for corner;
North 45 deg. 57 min. 58 sec. East, a distance of 19.34 feet to a point for corner;
North 42 deg. 08 min. 38 sec. East, a distance of 17.65 feet to a point for corner;
North 39 deg. 44 min. 11 sec. East, a distance of 9.77 feet to a point for corner;
North 33 deg. 14 min. 49 sec. East, a distance of 3.01 feet to a point for corner;
North 33 deg. 19 min. 37 sec. East, a distance of 116.58 feet to a point for corner;
North 29 deg. 31 min. 57 sec. East, a distance of 5.39 feet to a point for corner;
North 23 deg. 41 min. 39 sec. East, a distance of 10.63 feet to a point for corner;
North 23 deg. 31 min. 47 sec. East, a distance of 27.74 feet to a point for corner;
Page 5 of 11
North 22 deg. 33 min. 05 sec. East, a distance of 43.49 feet to a point for corner;
South 74 deg. 20 min. 23 sec. East, a distance of 2.70 feet to a point for corner;
North 23 deg. 02 min. 40 sec. East, a distance of 49.17 feet to a point for corner;
North 22 deg. 45 min. 06 sec. East, a distance of 58.34 feet to a point for corner;
North 24 deg. 28 min. 00 sec. East, a distance of 58.28 feet to a point for corner;
North 29 deg. 24 min. 52 sec. East, a distance of 31.65 feet to a point for corner;
North 31 deg. 06 min. 38 sec. East, a distance of 29.43 feet to a point for corner;
North 35 deg. 49 min. 15 sec. East, a distance of 59.52 feet to a point for corner;
North 36 deg. 34 min. 46 sec. East, a distance of 18.54 feet to a point for corner, and being at the
beginning of a curve to the left, having a radius of 753.51 feet, a delta angle of 02 deg. 37 min. 33 sec., a
chord bearing of North 39 deg. 32 min. 13 sec. East, a chord distance of 34.53 feet;
Along and with said curve to the left, a distance of 34.53 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 319.50, a delta angle of 08 deg. 38 min. 50 sec., a
chord bearing of North 42 deg. 32 min. 52 sec. East, and a chord distance of 48.17 feet;
Along and with said curve to the right, a distance of 48.22 feet to a point for corner;
North 46 deg. 52 min. 17 sec. East, a distance of 38.59 feet to a point for corner;
North 49 deg. 08 min. 50 sec. East, a distance of 20.39 feet to a point for corner, and being at the
beginning of a curve to the right, having a radius of 349.51, a delta angle of 7 deg. 00 min. 30 sec., a
chord bearing of North 51 deg. 15 min. 17 sec. East, and a chord distance of 42.73 feet;
Along and with said curve to the right, a distance of 42.75 feet to a point for corner;
North 54 deg. 45 min. 32 sec. East, a distance of 18.53 feet to a point for corner;
North 55 deg. 15 min. 58 sec. East, a distance of 27.89 feet to a point for corner;
North 55 deg. 47 min. 24 sec. East, a distance of 28.30 feet to a point for corner;
North 52 deg. 13 min. 05 sec. East, a distance of 25.20 feet to a point for corner, and being at the
beginning of a curve to the left, having a radius of 133.95 feet, a delta angle of 10 deg. 00 min. 59 sec., a
chord bearing of North 53 deg. 46 min. 44 sec. East, and a chord distance of 23.39 feet;
Along and with said curve to the left, a distance of 23.42 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 2343.58 feet, a delta angle of 00 deg. 28 min. 19
sec., a chord bearing of North 49 deg. 00 min. 23 sec. East, a chord distance of 19.30 feet;
Along and with said curve to the right, a distance of 19.30 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 62.23 feet, a delta angle of 13 deg. 03 min. 36 sec.,
a chord bearing of North 42 deg. 42 min. 45 sec. East, and a chord distance of 14.15 feet;
Along and with said curve to the left, a distance of 14.18 feet to a point for corner;
North 36 deg. 10 min. 56 sec. East, a distance of 10.77 feet to a point for corner;
Page 6 of 11
North 31 deg. 40 min. 08 sec. East, a distance of 37.42 feet to a point for corner;
North 31 deg. 41 min. 56 sec. East, a distance of 82.80 feet to a point for corner;
North 32 deg. 02 min. 42 sec. East, a distance of 28.90 feet to a point for corner, and being at the
beginning of curve to the right, having a radius of 65.93 feet, a delta angle of 09 deg. 15 min. 27 sec., a
chord bearing of North 31 deg. 31 min. 37 sec. East, and a chord distance of 10.64 feet;
Along and with said curve to the right, a distance of 10.65 feet to a point for corner;
North 36 deg. 09 min. 21 sec. East, a distance of 8.79 feet to a point for corner;
North 35 deg. 40 min. 16 sec. East, a distance of 38.71 feet to a point for corner, and being at the
beginning of a curve to the left, having a radius of 1393.32 feet, a delta angle of 03 deg. 09 min. 55 sec.,
a chord bearing of North 35 deg. 35 min. 14 sec. East, and a chord distance of 76.96 feet;
Along and with said curve to the left, a distance of 76.97 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 17.75 feet, a delta angle of 16 deg. 18 min. 16 sec.,
a chord bearing of North 25 deg. 51 min. 09 sec. East, and a chord distance of 5.03 feet;
Along and with said curve to the left, a distance of 5.05 feet to a point for corner;
North 17 deg. 42 min. 01 sec. East, a distance of 4.66 feet to a point for corner;
North 35 deg. 41 min. 18 sec. East, a distance of 67.80 feet to a point for corner, and being at the
beginning of a curve to the left, having a radius of 14.02 feet, a delta angle of 25 deg. 27 min. 36 sec., a
chord bearing of North 30 deg. 43 min. 59 sec. East, and a chord distance of 6.18 feet;
Along and with said curve to the left, a distance of 6.23 feet to a point for corner, and being at the
beginning of a curve to the left, having a radius of 423.55 feet, a delta angle of 00 deg. 45 min. 08 sec., a
chord bearing of North 17 deg. 37 min. 37 sec. East, and a chord distance of 5.56 feet;
Along and with said curve to the left, a distance of 5.56 feet to a point for corner, and being at the
beginning of a curve to the left, having a radius of 10063.00 feet, a delta angle of 00 deg. 11 min. 16 sec.,
a chord bearing of North 17 deg. 09 min. 25 sec. East, a chord distance of 32.98 feet;
Along and with said curve to the left, a distance of 32.98 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 45006.86 feet, a delta angle of 00 deg. 02 min. 10
sec., a chord bearing of North 17 deg. 02 min. 42 sec. East, and a chord distance of 28.42 feet;
Along and with said curve to the left, a distance of 28.42 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 572.35 feet, a delta angle of 05 deg. 52 min. 55
sec., a chord bearing of North 19 deg. 58 min. 04 sec. East, and a chord distance of 58.73 feet;
Along and with said curve to the right, a distance of 58.76 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 329.25 feet, a delta angle of 09 deg. 05 min. 43
sec., a chord bearing of North 27 deg. 27 min. 23 sec. East, and a chord distance of 52.21 feet;
Along and with said curve to the right, a distance of 52.27 feet to a point for corner, and being at
the beginning of a curve to the right, having a radius of 1298.65 feet, a delta angle of 02 deg. 20 min. 49
sec., a chord bearing of North 33 deg. 10 min. 39 sec. East, and a chord distance of 53.19 feet;
Along and with said curve to the right, a distance of 53.19 feet to a point for corner;
Page 7 of 11
North 34 deg. 21 min. 03 sec. East, a distance of 185.62 feet to a point for corner at the
Northwest corner of said 1.194-acre tract, same being in the East line of said Lakeshore Drive, same
being in the West line of that certain Rose Hill Park called 15.24-acre tract of land, being more fully
described and recorded in Clerk's File No. 2016030986 of the Official Public Records of Jefferson
County, Texas;
THENCE South 53 deg. 22 min. 07 sec. East, along and with the North line of said 1.194-acre tract and
said Lakeshore Drive, same being the South line of said 15.24-acre tract, a distance of 62.50 feet to a
point for corner at the Southeast corner of said 1.194-acre tract;
THENCE South 34 deg. 52 min. 08 sec. West, along and with an East line of said 1.194-acre tract, a
distance of 102.59 feet to a point for corner at an angle corner in the East line of said 1.194-acre tract;
THENCE North 54 deg. 39 min. 46 West, along and with an East line of said 1.194-acre tract, a distance
of 48.16 feet to a point for corner at an angle corner in the centerline of said Lakeshore Drive;
THENCE in a Southwesterly direction, along and with the centerline of said Lakeshore Drive, the
following courses and distances:
South 35 deg. 19 min. 06 sec. West, a distance of 54.79 feet to a point for corner;
South 33 deg. 05 min. 39 sec. West, a distance of 43.98 feet to a point for corner;
South 31 deg. 12 min. 06 sec. West, a distance of 43.89 feet to a point for corner;
South 26 deg. 49 min. 04 sec. West, a distance of 43.87 feet to a point for corner;
South 20 deg. 49 min. 14 sec. West, a distance of 43.89 feet to a point for corner;
South 17 deg. 11 min. 21 sec. West, a distance of 43.88 feet to a point for corner;
South 21 deg. 51 min. 56 sec. West, a distance of 43.86 feet to a point for corner;
South 30 deg. 21 min. 01 sec. West, a distance of 43.87 feet to a point for corner;
South 35 deg. 22 min. 43 sec. West, a distance of 43.88 feet to a point for corner;
South 35 deg. 41 min. 09 sec. West, a distance of 43.87 feet to a point for corner;
South 35 deg. 25 min. 35 sec. West, a distance of 43.88 feet to a point for corner;
South 34 deg. 15 min. 45 sec. West, a distance of 43.87 feet to a point for corner;
South 32 deg. 22 min. 56 sec. West, a distance of 43.88 feet to a point for corner;
South 31 deg. 22 min. 21 sec. West, a distance of 43.87 feet to a point for corner;
South 33 deg. 38 min. 31 sec. West, a distance of 43.88 feet to a point for corner;
South 39 deg. 42 min. 29 sec. West, a distance of 43.89 feet to a point for corner;
South 49 deg. 01 min. 00 sec. West, a distance of 43.85 feet to a point for corner;
South 55 deg. 23 min. 01 sec. West, a distance of 43.88 feet to a point for corner;
Page 8 of 11
THENCE South 35 deg. 11 min. 25 sec. West, a distance of 34.83 feet to a point for corner in the East
edge of the pavement for said Lakeshore Drive;
THENCE in a Southwesterly direction, along and with the East edge of the pavement for said Lakeshore
Drive, the following courses and distances:
South 53 deg. 31 min. 59 sec. West, a distance of 35.77 feet to a point for corner;
South 50 deg. 33 min. 39 sec. West, a distance of 23.52 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 549.89 feet, a delta angle of 05 deg. 25 min. 58
sec., a chord bearing of South 47 deg. 50 min. 41 sec. West, and a chord distance of 52.12 feet;
Along and with said curve to the left, a distance of 52.14 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 542.66 feet, a delta angle of 03 deg, 40min. 35
sec., a chord bearing of South 43 deg. 17 min. 25 sec. West, and a chord distance of 34.81 feet;
Along and with said curve to the left, a distance of 34.82 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 1008.56 feet, a delta angle of 02 deg. 05 min. 58
sec., a chord bearing of South 40 deg. 24 min. 08 sec. West, and a chord distance of 36.95 feet;
Along and with said curve to the left, a distance of 36.95 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 697.09 feet, a delta angle of 04 deg. 49 min. 06
sec., a chord bearing of South 36 deg. 56 min. 36 sec. West, and a chord distance of 58.61 feet;
Along and with said curve to the left, a distance of 58.62 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 874.51 feet, a delta angle of 03 deg. 46 min. 31
sec., a chord bearing of South 32 deg. 38 min. 48 sec. West, and a chord distance of 57.61 feet;
Along and with said curve to the left, a distance of 57.62 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 869.94 feet, a delta angle of 03 deg. 46 min. 48
sec., a chord bearing of South 28 deg. 52 min. 08 sec. West, and a chord distance of 57.38 feet;
Along and with said curve to the left, a distance of 57.39 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 432.85 feet, a delta angle of 07 deg. 44 min. 44
sec., a chord bearing of South 23 deg. 06 min. 22 sec. West, and a chord distance of 58.47 feet;
Along and with said curve to the left, a distance of 58.52 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 3677.00 feet, a delta angle of 00 deg. 39 min. 10
sec., a chord bearing of South 18 deg. 54 min. 25 sec. West, and a chord distance of 41.90 feet;
Along and with said curve to the left, a distance of 41.90 feet to a point for corner;
THENCE South 35 deg. 17 min. 14 sec. West, a distance of 64.36 feet to a point for corner in the
centerline of said Lakeshore Drive;
THENCE in a Southwesterly direction, along and with the centerline of said Lakeshore Drive, the
following courses and distances:
South 25 deg. 23 min. 40 sec. West, a distance of 44.34 feet to a point for corner;
South 29 deg. 29 min. 13 sec. West, a distance of 44.33 feet to a point for corner;
South 32 deg. 58 min. 01 sec. West, a distance of 44.35 feet to a point for corner;
South 35 deg. 01 min. 42 sec. West, a distance of 44.34 feet to a point for corner;
Page 9 of 11
South 40 deg. 19 min. 35 sec. West, a distance of 44.35 feet to a point for corner;
South 48 deg. 50 min. 59 sec. West, a distance of 44.32 feet to a point for corner;
THENCE South 35 deg. 21 min. 37 sec. West, a distance of 40.34 feet to a point for corner in the South
edge of the pavement for said Lakeshore Drive;
THENCE in a Southwesterly direction, along and with the East edge of the pavement for said Lakeshore
Drive, the following courses and distances:
South 53 deg. 07 min. 58 sec. West, a distance of 31.78 feet to a point for corner;
South 51 deg. 33 min. 03 sec. West, a distance of 69.70 feet to a point for corner;
South 48 deg. 18 min. 47 sec. West, a distance of 23.19 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 350.24 feet, a delta angle of 05 deg. 07 min. 20
sec., a chord bearing of South 45 deg. 45 min. 07 sec. West, and a chord distance of 31.30 feet;
Along and with said curve to the left, a distance of 31.31 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 1048.37 feet, a delta angle of 01 deg. 38 min. 32
sec., a chord bearing of South 42 deg. 22 min. 12 sec. West, and a chord distance of 30.05 feet;
Along and with said curve to the left, a distance of 30.05 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 649.86 feet, a delta angle of 05 deg. 33 min. 44
sec., a chord bearing of South 38 deg. 46 min. 04 sec. West, and a chord distance of 63.06 feet;
Along and with said curve to the left, a distance of 63.09 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 1236.27 feet, a delta angle of 01 deg. 28 min. 18
sec., a chord bearing of South 35 deg. 15 min. 03 sec. West, and a chord distance of 31.75 feet;
Along and with said curve to the left, a distance of 31.75 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 614.89 feet, a delta angle of 07 deg. 51 min. 32
sec., a chord bearing of South 30 deg. 35 min. 07 sec. West, and a chord distance of 84.28 feet;
Along and with said curve to the left, a distance of 84.34 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 1339.31 feet, a delta angle of 01 deg. 48 min. 40
sec., a chord bearing of South 25 deg. 45 min. 01 sec. West, and a chord distance of 42.33 feet;
Along and with said curve to the left, a distance of 42.34 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 430.87 feet, a delta angle of 07 deg. 28 min. 13
sec., a chord bearing of South 21 deg. 06 min. 35 sec. West, and a chord distance of 56.14 feet;
Along and with said curve to the left, a distance of 56.18 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 3840.74 feet, a delta angle of 00 deg. 54 min. 33
sec., a chord bearing of South 16 deg. 55 min. 11 sec. West, and a chord distance of 60.95 feet;
Along and with said curve to the left, a distance of 60.95 feet to a point for corner, and being at
the beginning of a curve to the left, having a radius of 839.79 feet, a delta angle of 03 deg. 01 min. 36
sec., a chord bearing of South 14 deg. 57 min. 07 sec. West, and a chord distance of 44.36 feet;
Page 10 of 11
Along and with said curve to the left, a distance of 44.36 feet to the POINT OF BEGINNING,
containing 1.194-acre of land, more or less.
All bearings are based upon the Texas State Plane Coordinate System of 1983(2011), South Central Zone
'4204'(US Survey foot). All acreages and distances shown are grid.
1
Carl E. Duckworth II 4 CARL E.DUCKWORTH II ►
Registered Professional Land Surveyor No. 68166816 ,
OQ �
`<9�°FessX°`. '
tit•
SUR'J-
Page 11 of 11
Woodworth Boulevard Exhibit"B" N
Richmond Avenue Jefferson County,Texas
Lake Chases Avenue J.Mixon Survey,Abstract No.178
Augusta A elnae a �/ 'roject Location H.McHanks Survey,Abstract No.40 W E
Shreveport Avenue S
Waco Avenue
1l
Easement PAV03C-133A-1 =2.141 Acres S
,:2 PAVO3C-133A-1 Temporary Workspace=1.194 Acres 0 300 600
Vicinity Map
/ N.T.S. Ell iiiiiii■ iiiiiii■ iiiiiii■ Feet
1
°oa`�o b0
N.
1 `0� Th@ 2°.
et
a s Po"S/
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a/PAVO3C
\,
ri -133A-1
Q° (70'Wide Public Temporary
m N� Right of Way) Workspace
Z c It
/ 1.194 Acres
N °� c�/`u, x ° Easement PAV03C-133A-1
Z/4.
2
/ 2.14 Acres
93,247.13 Sq.F[.
//// s //
Volume 1,Page 50
�a
�m
�a
Oro
PAVO3C-133A-10�
Temporarye
Workspaceil Easement Tract 133 A
1.194 AcresJefferson County co
51,999.38 Sq.Ft. Drainage District No.7
(Called 10.262 Acres)
Vol.1454,Pg.4
��.}? D.R.J.C.T.
Easement +or/
PAVO3C-133A-1 i
/ 4'
2.14 Acres
93,247.13 Sq.Ft.
o+
�Q�
/
/
/
Legend:
l '."1 Easement Surveyor's Certification
Temporary Workspace
Existing Easement The undersigned does hereby certify that this survey plat — _
• Found Monument(as described) accurately represents an on the ground survey made -/". OF.rF
P.O.B. Point of Beginning under my direct supervision in November and December I Altty S T ER.'�1
P.O.C. Point of Commencing 2025,and January and February 2026. i G /i` p.W t
D.R.J.C.T. Deed Records Jefferson County,Texas
O.P.R.J.C.T. Official Public Records Jefferson County,Texas CARL E.DUCKWORTH II .
M.R.J.C.T. Map Records of Jefferson County,Texas Carl E.Duckworth II,RPLS , R 6816 ....,/ i
Registered Professional Land Surveyor No.6816 `.1N FEs St9?'O„r
O 8UR
Drawn by:MAG FB PG:FBXXO-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.1 of 12 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. ���'SURVEYING INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
Woodworth Boulevard Exhibit"B" N
Richmond Avenue _ Jefferson County,Texas ,�
Lake Charles Avenue J.Mixon Survey,Abstract No.178 W lip E
Seawall Drive i ,"rciect Locanun H.McHanks Survey, No.40
Augusta Avenue Y f
Shreveport Avenue
Waco Avenue •
I
��/ Easement PAVO3C-133A-1 =2.141 Acres S
47, PAVO3C-133A-1 Temporary Workspace=1.194 Acres 0 60 120
`0 Vicinity Map umFeet
N.T.S.
Match Line See Sheet 3 e
O
0Ar� • •
� . .
PAVO3C-133A-1 1,1 a
- -�
.,
Temporary Workspace o a
1.194 Acres ` '`
51,999.38 Sq. Ft. Lake Shore Park)
City of Port Arthur
Volume 1,Page 50
D.R.J.C.T.
Easement PAVO3C-133A-1
�,i' v 2.141 Acres
o0- `ry 93,247.13 Sq. Ft.
r
le /
v D0 Q /
c ° 5
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with DD7 Cap it
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°) 0 4 C. V Easement PAVO3C-133A-1 r
e
y,� ". ---?.a., Found 5/8"Iron Rod-, F,�F�o N:13,904,184.81
U'0 2 p E:3,577,954.04 e-
o` Q
V• /
P.O.B. /
PAV 3A-1 Temporary Workspace
N:13,904,1,904,117.34
at'' E:3,577,904.58
P.O.C. /
Easement PAVO3C-133A-1 /
&
PAVO90 133A-1 Temporary Workspace /
N:13 904 204.08
E:3,577 876.81
Legend:
aame Easement Surveyor's Certification
Ill Temporary Workspace
— Existing Easement The undersigned does hereby certify that this survey plat
• Found Monument(as described) accurately represents an on the ground survey made ' or.T'
P.O.B. Point of Beginning under my direct supervision in November and December '.� '�5 T E'
P.O.C. Point of Commencing 2025,and January and February 2026. ,i��OG ^ RFo•.�,
D.R.J.C.T. Deed Records Jefferson County,Texas /l
O.P.R.J.C.T. Official Public Records Jefferson County,Texas , " • CARL E.DUCKWORTH II
M.R.J.C.T. Map Records of Jefferson County,Texas Carl E.Duckworth II,RPLS i o 6816
Registered Professional Land Surveyor No.6816 rc FESs10?C'r
oau
Drawn by:MAG FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.0 of 12 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central ���I
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING,INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
Woodworth Boulevard Exhibit"B'r N
Richmond Avenue Jefferson County,Texas
Lake Charles Avenue J.Mixon Survey,Abstract No.178
Seawall Drive i Project Location H.McHanks Survey,Abstract No.40 W E
Augusta Avenue , y
Shreveport Avenue •
Waco Avenue •
f, Easement PAV03C-133A-1 =2.141 Acres S
4/7
• PAVO3C-133A-1 Temporary Workspace=1.194 Acres 0 60 120
Vicinity Map _
Feet
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PAVO3C-133A-1
Temporary Workspace L55
1.194 Acres A.
4110cb
51,999.38 Sq. Ft. Lake Shore Park
, City of Port Arthur
<, Volume 1,Page 50
A D.R.J.C.T.
ti
L52
Easement PAVO3C-133A-1 z A.
2.141 Acres . o , ., o.
�ti coc.ere o
93,247.13 Sq. Ft. y�F,,��y�oo hao
y� ' Found 5/8"Iron Rod p�`aA
G �a with DD7 Cap
40
�<1-9' Found 5/8"Iron Rod
Match Line See Sheet 2 ,, .,..Witf},D,QZ._Cap
Legend:
11 Easement Surveyors Certification
11 Temporary Workspace
Existing Easement The undersigned does hereby certify that this survey plat
• Found Monument(as described) accurately represents an on the ground survey made Q.F.r.'
P.O.B. Point of Beginning under my direct supervision in November and December ,%p..*s TE F
P.O.C. Point of Commencing 2025,and January and February 2026. ..,A PD•.P
D.R.J.C.T. Deed Records Jefferson County,Texas . 1
O.P.R.J.C.T. Official Public Records Jefferson County,Texas . CARL E.DUCKWORTH II •
J r
M.R.J.C.T. Map Records of Jefferson County,Texas Cad E.Duckworth II,RPLS '...0.., 6816 i..r! r
Registered Professional Land Surveyor No.6816 ,q ppfS51o?'O4-r
Drawn by:MAG FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.3 of 12 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central ���
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING,INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
N
Woodworth Boulevard Exhibit"B"
Richmond Avenue Jefferson County,Texas
Lake Charles Avenue J.Mixon Survey,Abstract No.178 W E
Seawall Drive I project Location H.McHanks Survey,Abstract No.40
Augusta Avenue i y
Shreveport Avenue 0
Waco Avenue
// S
Easement PAVO3C-133A-1 =2.141 Acres
PAVO3C-133A-1 Temporary Workspace=1.194 Acres 0 6G 120
Vicinity Map ME Ell = MIFeet
CP Match Line-See Sheet 5
ai y0
i \ G
N Zi Gb1G0
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CD d dm2 m r m tP °
E of z o R A Gay Gb`5 h
C 0 0 U`4 U y .N.f. /
m 4d = �a /
Oc r` Gab , tt
0`0�5 Lake Shore Park /
i '�y City of Port Arthur
v , Volume 1,Page 50
.\ D.R.J.C.T. /
C ^z) /
•
/
`��� v0) Easement PAVO3C-133A-1
• 2.141 Acres
93,247.13 Sq. Ft.
CY /U 1 e 6° 'cr a
• 1 #*oc.5cn.4:4
c?$ A n^C).4'V'
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L65 47 aQ?. /
np
uo- o O`c?-. O.
• U /
1 /
1
PAVO3C-133A-1 Temporary Workspace
v
" 1.194 Acres
j 1 51,999.38 Sq. Ft.
1
/
Legend:
Easement Surveyors Certification
r''' , Temporary Workspace
Existing Easement The undersigned does hereby certify that this survey plat
• Found Monument(as described) accurately represents an on the ground survey made -.(te..F.TF
P.O.B. Point of Beginning under my direct supervision in November and December /��y.�GyERFO•.w
P.O.C. Point of Commencing 2025,and January and February 2026. ,
D.R.J.C.T. Deed Records Jefferson County,Texas /� • CARL E.DUCKWORTH II
0.P.R.J.C.T. Official Public Records Jefferson County,Texas (�yC7 • r
M.R.J.C.T. Map Records of Jefferson County,Texas Carl E.Duckworth II,RPLS , ! q 6816 v..: r
Registered Professional Land Surveyor No.6816 ;7 ''E. ...�..yy'O�r
_O SURv`'
Drawn by:MAG FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.0 of 12 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central LIAI
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
Fr-
N
Woodworth Boulevard Exhibit"B"
Richmond Avenue Jefferson County,Texas
Lake Charles Avenue J.Mixon Survey,Abstract No.178
Seawall D I Project Location H.McHanks Survey,Abstract No.40 W E
Augusta Avenue y /
Shreveport Avenue I
Waco Avenue •
jr
Easement PAV03C-133A-1 =2.141 Acres S
o;/ PAVO3C-133A-1 Temporary Workspace=1.194 Acres 0 60 120
Vicinity Map/ N.T.S. = = Feet
( -......N1
L85
C33 4
•
PAVO3C-133A-1 Temporary Workspace L83
1.194 Acres C31
51,999.38 Sq. Ft. 44 °ryti
Easement PAVO3C-133A-1
2.141 Acres
93,247.13 Sq. Ft. ti
L79 Lake Shore Park
C30 •° City of Port Arthur
Volume 1,Page 50
C29 D.R.J.C.T.
C28 •
1111
,w �a.'l
eO�r�ot =� ,\
a Jam` � /:D N.a C.?-Pry P
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GL� \a� '0' 4,
110 // c
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, J
VN1\ C.
m
G<1 , -, Match Line-See Sheet 4
Legend:
smin Easement Surveyor's Certification
0 Temporary Workspace
IMIIIIIIII Existing Easement The undersigned does hereby certify that this survey plat • ,
• Found Monument(as described) accurately represents anon the ground survey made '•( 0 F.TF`•
P.O.B. Point of Beginning under my direct supervision in November and December A gip'' ..s?eRF' t
P.O.C. Point of Commencing 2025,and January and February 2026. Q�.Q. /il p,df t
D.R.J.C.T. Deed Records Jefferson County,Texas r ,
/
O.P.R.J.C.T. Official Public Records Jefferson County,Texas f` }� •CARL E.DUCKWORTH II •t I
M.R.J.C.T. MapRecords of Jefferson County,Texas , '•.w 6816 v. t
Cad E.Duckworth II,RPLS R p.
Registered Professional Land Surveyor No.6816 t�9 ;cessl°`�•or
osua,
Drawn by:MAG FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.5 of 12 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central ���\
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING,INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
Woodworth Boulevard tL Exhibit"B" N
Richmond Avenue Jefferson County,Texas
Lake Chance Avenue J.Mixon Survey,Abstract No.178 ',,,,./
Seawall Dave / Project Locahon H.McHanks Survey, No.40 W d E
Augusta Avenue y f
Shreveport Avenue
Waco Avenue
7r
Easement PAVO3C-133A-1 =2.141 Acres S
e;/ PAVCO3C-133A-1 Temporary Workspace=1.194 Acres 0 60 12C
• Vicinity Map/ NM Feet
N.T.S.
Rose Hill Park
m Called 15.24 Acres
C.F.No.2016030986
m O.P.R.J.C.T. '.
co
m -Found 5/8"Iron Rod
co <0j
Found 5/8"Iron Rod
(Disturbed) ,
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my.4 c�
yam' PAVO3C-133A-1
Temporary Workspace
/ 1.194 Acres
51,999.38 Sq. Ft.
Easement PAVO3C-133A-1
Lake Shore Park 2.141 Acres
City of Port Arthur 93,247.13 Sq. Ft.
• • Volume 1,Page 50
D.R.J.C.T. /
C35 co
U
/
/
•.:%. /
.. /
' /
i
/
/
Legend
rl Easement Surveyor's Certficabon
III Temporary Workspace
® Existing Easement The undersigned does hereby certify that this survey plat
• Found Monument(as described) accurately represents anon the ground survey made -•1 0 F,TF-
P.O.B. Point of Beginning under my direct supervision in November and December ,.<P G1 S;f n;.4 t
P.O.C. Point of Commencing 2025,and January and February 2026. ,co.::•:.. /i� O.W k
D.R.J.C.T. Deed Records Jefferson County,Texas . CARL E.DUCKWORTH II•
O.P.R.J.C.T. Official Public Records Jefferson County,Texas L / C • r
M.R.J.C.T. Map Records of Jefferson County,Texas Cad E.Duckworth II,RPLS ., °?p 6816 .. .
Registered Professional Land Surveyor No.6816 ',•� OFESSt�?'O�
-�sua -
Drawn by:MAG FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.6 of 12 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central ���I
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING,INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 TeL 409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
N
Woodworth Boulevard Exhibit"B"
Richmond Avenue Jefferson County,Texas
Lake Charles Avenue J.Mixon Survey,Abstract No.178 W E
Augusta aAvelnoeVe i/ Project Location H.McHanks Survey,Abstract No.40
Shreveport Avenue
Waco Avenue
i/ S
Easement PAV03C-133A-1 =2.141 Acres
,i/ PAVCO3C-133A-1 Temporary Workspace=1.194 Acres 0 60 120
Vicinity Map/ _ Feet
N.T.S. MI MI MI
I
1
Line Table Line Table Line Table
E
Line# Direction Length Line# Direction Length Line# Direction Length
,
L1 S75°58'54"E 79.59 L21 N31°22'21"E 43.87 L41 S35°17'16"W 418.25
L2 S36°14'42"W 83.65 L22 N32°22'56"E 43.88 L42 S54°00'32"E 16.08
t L3 N48°18'47"E 23.19 L23 N34°15'45"E 43.87 L43 S17°44'49"E 91.08
L4 N51°33'03"E 69.70 L24 N35°25'35"E 43.88 L44 S36°14'42"W 66.72
L5 N53°07'58"E 31.78 L25 N35°41'09"E 43.87 L45 N13°58'40"E 68.71
I
L6 N35°21'37"E 40.34 L26 N35°22'43"E 43.88 L46 N23°29'07"E 29.77
I
1 L7 N48°50'59"E 44.32 L27 N30°21'01"E 43.87 L47 N31°59'38"E 38.49
L8 N40°19'35"E 44.35 L28 N21°51'56"E 43.86 L48 N36°01'39"E 29.87
L9 N35°01'42"E 44.34 L29 N17°11'21"E 43.88 L49 N36°53'39"E 36.67
L10 N32°58'01"E 44.35 L30 N20°49'14"E 43.89 L50 N42°40'59"E 62.44
L11 N29°29'13"E 44.33 L31 N26°49'04"E 43.87 L51 N53°56'15"E 30.65
L12 N25°23'40"E 44.34 L32 N31°12'06"E 43.89 L52 N35°44'03"W 1.90
L13 N35°17'14"E 64.36 L33 N33°05'39"E 43.98 L53 N53°30'10"E 32.97
L14 N50°33'39"E 23.52 L34 N35°19'06"E 54.79 L54 N50°11'34"E 22.09
L15 N53°31'59"E 35.77 L35 S54°39'46"E 48.16 L55 N48°38'31"E 6.73
L16 N35°11'25"E 34.83 L36 N34°52'08"E 102.59 L56 N45°57'58"E 19.34
L17 N55°23'01"E 43.88 L37 S53°22'07"E 20.06 L57 N42°08'38"E 17.65
L18 N49°01'00"E 43.85 L38 534°52'08"W 121.60 L58 N39°44'11"E 9.77
L19 N39°42'29"E 43.89 L39 S35°19'46"W 1676.55 L59 N33°14'49"E 3.01
I
L20 N33°38'31"E 43.88 L40 N54°44'45"W 45.01 L60 N33°19'37"E 116.58
l
e
Legend:
Easement Surveyor's Certification
O Temporary Workspace
O Existing Easement The undersigned does hereby certify that this survey plat
• Found Monument(as described) accurately represents an on the ground survey made
-.�.•O,F.T
P.O.B. Point of Beginning under my direct supervision in November and December 14 G\S T ER 1
P.O.C. Point of Commencing 2025,and January and February 2026. ,,�: * O.d',
. • 1
D.R.J.C.T. Deed Records Jefferson County,Texas .0/ . CARL E.DUCKWORTH II.
O.P.R.J.C.T. Official Public Records Jefferson County,Texas ' t_ ` )
M.R.J.C.T. Map Records of Jefferson County,Texas Cad E.Duckworth II,RPLS 1 ''?p 6816 P• r
Registered Professional Land Surveyor No.6816 ��fiN FEss1�a O�r
Drawn by:MAG FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.7 of 12 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central ���
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING,INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.633.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
Woodworth Boulevard Exhibit uB"
Richmond Avenue _ Jefferson County,Texas
Lake Charles Avenue J.Mixon Survey,Abstract No.178
Seawall Drive
Augusta Avenue Project Location H.McHanks Survey,Abstract No.40 W
Shreveport Avenue
Waco Avenue
I'7/ Easement PAVO3C-133A-1 =2.141 Acres
PAVCO3C-133A-1 Temporary Workspace=1.194 Acres 0 60 120
Vicinity Map .111 MIN.T.S. Feet
Line Table Line Table
Line# Direction Length Line# Direction Length
L61 N29°31'57"E 5.39 L81 N31°41'56"E 82.80
L62 N23°41'39"E 10.63 L82 N32°02'42"E 28.90
L63 N23°31'47"E 27.74 L83 N36°09'21"E 8.79
L64 N22°33'05"E 43.49 L84 N35°40'16"E 38.71
L65 S74°20'23"E 2.70 L85 N17°42'01"E 4.66
L66 N23°02'40"E 49.17 L86 N35°41'18"E 67.80
L67 N22°45'06"E 58.34 L87 N34°21'03"E 185.62
L68 N24°28'00"E 58.28 L88 S53°22'07"E 62.50
L69 N29°24'52"E 31.65 L89 S34°52'08"W 102.59
L70 N31°06'38"E 29.43 L90 N54°39'46"W 48.16
L71 N35°49'15"E 59.52 L91 S35°19'06"W 54.79
L72 N36°34'46"E 18.54 L92 S33°05'39"W 43.98
L73 N46°52'17"E 38.59 L93 S31°12'06"W 43.89
L74 N49°08'05"E 20.39 L94 S26°49'04"W 43.87
L75 N54°45'32"E 18.53 L95 S20°49'14"W 43.89
L76 N55°15'58"E 27.89 L96 S17°11'21"W 43.88
L77 N55°47'24"E 28.30 L97 S21°51'56"W 43.86
L78 N52°13'05"E 25.20 L98 S30°21'01"W 43.87
L79 N36°10'56"E 10.77 L99 S35°22'43"W 43.88
L80 N31°40'08"E 37.42 L100 S35°41'09"W 43.87
Legend:
Easement Surveyors Certification
Temporary Workspace
Existing Easement The undersigned does hereby certify that this survey plat
• Found Monument(as described) accurately represents an on the ground survey made OF t`
P.O.B. Point of Beginning under my direct supervision in November and December �p.v�s I f F �
P.O.C. Point of Commencing 2025,and January and February 2026. G ^ O,�
D.R.J.C.T. Deed Records Jefferson County,Texas
fl r- CARL E.DUCKWORTH II
O.P.R.J.C.T. Official Public Records Jefferson County,Texas , j }i- � _ _
M.R.J.C.T. Map Records of Jefferson County,Texas Cad E.Duckworth II,RPLS '"O;P 6816
Registered Professional Land Surveyor No.6816 OFEs S1o?'er
Drawn by:MAG FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.8 of 12 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. ��� SURVEYING,INC.
2. This plat is being submitted along with a Surveyors Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
Woodworth Boulevard Exhibit"B" 1,
Richmond Avenue Jefferson County,Texas
Lake Charles Avenue J.Mixon Survey,Abstract No.178
Seawall Drive I Project Location H.McHanks Survey,Abstract No.40 W E
Augusta Avenue
Shreveport Avenue
Waco Avenue •
Easement PAVO3C-133A-1 =2.141 Acres S
PAVCO3C-133A-1 Temporary Workspace=1.194 Acres 0 60 120
VicinityMap
N.T.T.S. Feet
Line Table
Line# Direction Length
L101 S35°25'35'W 43.88
L102 S34°15'45"W 43.87
L103 S32°22'56"W 43.88
L104 S31°22'21'W 43.87
L105 S33°38'31'W 43.88
L106 S39°42'29'W 43.89
L107 S49°01'00"W 43.85
L108 S55°23'01"W 43.88
L109 S35°11'25"W 34.83
L110 S53°31'59"W 35.77
L111 S50°33'39"W 23.52
L112 S35°17'14'W 64.36
L113 S25°23'40'W 44.34
L114 S29°29'13'W 44.33
L115 S32°58'01'W 44.35
L116 S35°01'42"W 44.34
L117 S40°19'35"W 44.35
L118 S48°50'59'W 44.32
L119 S35°21'37'W 40.34
L120 S53°07'58'W 31.78
L121 S51°33'03'W 69.70
L122 S48°18'47'W 23.19
Legend:
Easement Surveyor's Certification
Temporary Workspace
Existing Easement The undersigned does hereby certify that this survey plat
• Found Monument(as described) accurately represents an on the ground survey made O F'T
P.O.B. Point of Beginning under my direct supervision in November and December , '.Cad 15 7 E FG{F
`
P.O.C. Point of Commencing 2025,and January and February 2026. y.?� ^ ' .•
D.R.J.C.T. Deed Records Jefferson County,Texas /�
O.P.R.J.C.T. Official Public Records Jefferson County,Texas f i- — _ ° CARL E.DUCKWORTH II °
M.R.J.C.T. Map Records of Jefferson County,Texas Carl E.Duckworth II,RPLS •• . 6816 iv/ ,
Registered Professional Land Surveyor No.6816 ��.�POFEs s%Ot.O�
Drawn by:MAG FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.9 of 12 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central ���I
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING,INC.
2. This plat is being submitted along with a Surveyors Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
Woodworth Boulevard Exhibit"B"
Richmond Avenue Jefferson County,Texas
Lake Charles Avenue J.Mixon Survey,Abstract No.178
Seawall Drive I Project Location H.McHanks Surve ,Abstract No.40 W E
Augusta Avenue y
Shreveport Avenue
Waco Avenue
�?� Easement PAVO3C-133A-1 =2.141 Acres J
PAVCO3C-133A-1 Temporary Workspace=1.194 Acres 0 60 120
Vicinity Map _
N.T.S. Feet
Curve Table
Curve# Length Radius Delta Chord Bearing Chord Distance
C1 44.36 839.79 003°01'36" N14°57'07"E 44.36
C2 60.95 3840.74 000°54'33" N16°55'11"E 60.95
C3 56.18 430.87 007°28'13" N21°06'35"E 56.14
C4 42.34 1339.31 001°48'40" N25°45'01"E 42.33
C5 84.34 614.89 007°51'32" N30°35'07"E 84.28
C6 31.75 1236.27 001°28'18" N35°15'03"E 31.75
C7 63.09 649.86 005°33'44" N38°46'04"E 63.06
C8 30.05 1048.37 001°38'32" N42°22'12"E 30.05
C9 31.31 350.24 005°07'20" N45°45'07"E 31.30
C10 41.90 3677.00 000°39'10" N18°54'25"E 41.90
C11 58.52 432.85 007°44'44" N23°06'22"E 58.47
C12 57.39 869.94 003°46'48" N28°52'08"E 57.38
C13 57.62 874.51 003°46'31" N32°38'48"E 57.61
C14 58.62 697.09 004°49'06" N36°56'36"E 58.61
C15 36.95 1008.56 002°05'58" N40°24'08"E 36.95
C16 34.82 542.66 003°40'35" N43°17'25"E 34.81
C17 52.14 549.89 005°25'58" N47°50'41"E 52.12
Legend:
Easement Surveyor's Certification
r"' "., Temporary Workspace
® Existing Easement The undersigned does hereby certify that this survey plat
• Found Monument(as described) accurately represents an on the ground survey made OF 7"
under mydirect supervision in November and December P�''�S 7 E'F`
P.O.B. Point of Beginning P � -�c,1 q�:�
P.O.C. Point of Commencing 2025,and January and February 2026. co ^ .cif t
D.R.J.C.T. Deed Records Jefferson County,Texas . CARL E.DUCKWORTH II
•
O.P.R.J.C.T. Official Public Records Jefferson County,Texas `' }}-
M.R.J.C.T. Map Records of Jefferson County,Texas Cart E.Duckworth II,RPLS '•'0 6816
9 P�
Registered Professional Land Surveyor No.6816 OFESSt�?'O�r
i'Vb&i'R -
Drawn by:MAG FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.10 of 12 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central ���
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING,INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
Woodworth Boulevard Exhibit"B"
Richmond Avenue Jefferson County,Texas
Lake Charles Avenue J.Mixon Survey,Abstract No.178
Augusta ASeavellnoeVe � Project Location H.McHanks Survey,Abstract No.40 W
Shreveport Avenue
Waco Avenue
Easement PAVO3C-133A-1 =2.141 Acres J
4// PAVCO3C-133A-1 Temporary Workspace=1.194 Acres 0 60 120
' Vicinity Map _ Feet
N.T.S.
Curve Table
Curve# Length Radius Delta Chord Bearing Chord Distance
C18 68.13 2956.85 001°19'13" N13°50'09"E 68.13
C19 60.64 337.04 010°18'34" N18°19'50"E 60.56
C20 45.32 3969.93 000°39'15" N26°07'18"E 45.32
C21 49.28 455.42 006°11'57" N28°53'40"E 49.25
C22 31.90 61304.27 000°01'47" N44°25'56"E 31.90
C23 65.79 395.97 009°31'12" N49°10'39"E 65.72
C24 39.86 253.28 009°01'03" N54°42'05"E 39.82
C25 34.53 753.51 002°37'33" N39°32'13"E 34.53
C26 48.22 319.50 008°38'50" N42°32'52"E 48.17
C27 42.75 349.51 007°00'30" N51°15'17"E 42.73
C28 23.42 133.95 010°00'59" N53°46'44"E 23.39
C29 19.30 2343.58 000°28'19" N49°00'23"E 19.30
C30 14.18 62.23 013°03'36" N42°42'45"E 14.15
C31 10.65 65.93 009°15'27" N31°31'37"E 10.64
C32 76.97 1393.32 003°09'55" N35°35'14"E 76.96
C33 5.05 17.75 016°18'16" N25°51'09"E 5.03
C34 6.23 14.02 025°27'36" N30°43'59"E 6.18
C35 5.56 423.55 000°45'08" N17°37'37"E 5.56
C36 32.98 10063.00 000°11'16" N17°09'25"E 32.98
C37 28.42 45006.86 000°02'10" N17°02'42"E 28.42
Legend:
Easement Surveyor's Certification
0 Temporary Workspace
0 Existing Easement The undersigned does hereby certify that this survey plat _
• Found Monument(as described) accurately represents an on the ground survey madeOF tF-
P.O.B. Point of Beginning under my direct supervision in November and December P.G1 lS T f .
P.O.C. Point of Commencing 2025,and January and February 2026. � `� ^ FO•tp
D.R.J.C.T. Deed Records Jefferson County,Texas . i /�
O.P.R.J.C.T. Official Public Records Jefferson County,Texas `� 1, !� CARL E.DUCKWORTH II
M.R.J.C.T. Map Records of Jefferson County,Texas Cad E.Duckworth II,RPLS A 6816
Registered Professional Land Surveyor No.6816 �DFFS51C'?Oar
Drawn by:MAG FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.11 of 12 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central ���
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING,INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 261 S Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
Woodworth Boulevard Exhibit"B" iv
RwchrnondAvenue Jefferson County,Texas
Lake Charles Avenue J.Mixon Survey,Abstract No.178
Seawall Drive Project Location H.McHanks Survey,Abstract No.40 W E
Augusta Avenue y
Shreveport Avenue
Waco Avenue
Easement PAVO3C-133A-1 =2.141 Acres S
4./ PAVC03C-133A-1 Temporary Workspace=1.194 Acres 0 60 120
Vicinity Map ME Feet
N.T.S.
Curve Table
Curve# Length Radius Delta Chord Bearing Chord Distance
C38 58.76 572.35 005°52'55" N19°58'04"E 58.73
C39 52.27 329.25 009°05'43" N27°27'23"E 52.21
C40 53.19 1298.65 002°20'49" N33°10'39"E 53.19
C41 52.14 549.89 005°25'58" S47°50'41"W 52.12
C42 34.82 542.66 003°40'35" S43°17'25"W 34.81
C43 36.95 1008.56 002°05'58" S40°24'08"W 36.95
C44 58.62 697.09 004°49'06" S36°56'36"W 58.61
C45 57.62 874.51 003°46'31" S32°38'48"W 57.61
C46 57.39 869.94 003°46'48" S28°52'08"W 57.38
C47 58.52 432.85 007°44'44" S23°06'22"W 58.47
C48 41.90 3677.00 000°39'10" S18°54'25"W 41.90
C49 31.31 350.24 005°07'20" S45°45'07"W 31.30
C50 30.05 1048.37 001°38'32" S42°22'12"W 30.05
C51 63.09 649.86 005°33'44" S38°46'04"W 63.06
C52 31.75 1236.27 001°28'18" S35°15'03"W 31.75
C53 84.34 614.89 007°51'32" S30°35'07"W 84.28
C54 42.34 1339.31 001°48'40" S25°45'01"W 42.33
C55 56.18 430.87 007°28'13" S21°06'35"W 56.14
C56 60.95 3840.74 000°54'33" S16°55'11"W 60.95
C57 44.36 839.79 003°01'36" S14°57'07"W 44.36
Legend:
sonammi Easement Surveyor's Certification
Temporary Workspace
Existing Easement The undersigned does hereby certify that this survey plat
• Found Monument(as described) accurately represents an on the ground survey made OF 7.'
P.O.B. Point of Beginning under my direct supervision in November and December ��:.6%s T fR
P.O.C. Point of Commencing 2025,and January and February 2026. qA• /�^ FO•N
D.R.J.C.T. Deed Records Jefferson County,Texas � •
•
O.P.R.J.C.T. Official Public Records Jefferson County,Texas ;CARL E.DUCKWORTFI II;
M.R.J.C.T. Map Records of Jefferson County,Texas Carl E.Duckworth II,RPLS ••A 6816
Registered Professional Land Surveyor No.6816 ��;P9aEs slot r
��•sti'Rv�-
Drawn by:MAG FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.12 of 12 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central ���
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
EXHIBIT C-PAV03C-133A-2 & PAV03C-133A-3 PERMANENT STORM
PROTECTION EASEMENT& TEMPORARY WORKSPACE AREA
EASEMENT
This Exhibit C is attached to and incorporated into that certain executed by
(Grantor) in favor of Jefferson County Drainage District No. 7 (Grantee), dated
,and pertains to the property described as follows:
LIA\SURVEYING
EXHIBIT"C"
April 29, 2026
Surveyor's Field Note Description: 1.157-Acre Easement PAV03C-133A-3, a 0.045-Acre Easement
PAV03C-133A-2, a 0.469-Acre PAV03C-133A-3 Temporary Workspace, and a 0.118-Acre
PAV03C-133A-2 Temporary Workspace
1.157-Acre Easement PAV03C-133A-3
BEING a 1.157-acre easement out of and a part of that certain City of Port Arthur tract of land, being
more fully described and recorded in Volume 1, Page 50 of the Deed Records of Jefferson County,
Texas.Said 1.157-acre tract being situated in the J. Mixon Survey,Abstract No. 178,Jefferson County,
Texas.
COMMENCING at a concrete monument with disc found for the Northeast corner of that certain called
Lot Number 8 of the M.F. Bledsoe Subdivision Number 2 to the City of Port Arthur, Jefferson County,
Texas, recorded in Volume 4, Page 161 of the Map Records of Jefferson County, Texas, same being
in the West right-of-way line of Lakeshore Drive(70 foot public right-of-way), same being in the South
right-of-way line of Bledsoe Place, having a coordinate value of N: 13,903,582.55 and E: 3,577,340.15;
THENCE South 19 deg.46 min. 13 sec.West, over and across said City of Port Arthur tract, a distance
of 489.98 feet to an angle corner in the Southeast line of said City of Port Arthur tract, same being an
angle corner in the Northwest line of that certain Jefferson County Drainage District No. 7 called
10.262-acre tract of land, being more fully described as Easement Tract 133-A, and recorded in
Volume 1454, Page 4 of said Deed Records, and the POINT OF BEGINNING and the Southeast
corner of said 1.157-acre tract, having a coordinate value of N: 13,903,121.39 and E: 3,577,174.45;
THENCE North 53 deg. 45 min. 18 sec. West, along and with a South line of said 1.157-acre tract, a
distance of 18.24 feet to a point for corner at an angle corner in the South line of said 1.157-acre tract;
THENCE North 36 deg. 02 min. 55 sec. East, along and with a South line of said 1.157-acre tract, a
distance of 197.19 feet to an angle corner in the South line of said 1.157-acre tract;
THENCE North 50 deg. 29 min. 44 sec. West, along and with a South line of said 1.157-acre tract, a
distance of 77.08 feet to a point for corner at the Southwest corner of said 1.157-acre tract, same
being in the South right-of-way line of Lakeshore Drive (70-foot public right-of-way), and being at the
beginning of a curve to the left, having a radius of 1484.24, a delta angle of 10 deg. 23 min. 51 sec.,
a chord bearing of North 41 deg. 59 min. 10 sec. East, and a chord distance of 268.98 feet;
THENCE along and with said curve to the left, same being the South right-of-way line of Lakeshore
Drive, a distance of 269.35 feet to a point for corner;
THENCE North 36 deg. 47 min. 14 sec. East, along and with the South right-of-way line of Lakeshore
Drive, a distance of 254.08 feet to a point for corner, being at the beginning of a curve to the right,
having a radius of 291.41 feet, a delta angle of 29 deg. 19 min. 24 sec., a chord bearing of North 51
deg. 26 min. 56 sec. East, and a chord distance of 147.52 feet;
THENCE along and with said curve to the right, same being the South right-of-way line of Lakeshore
Drive, a distance of 149.14 feet to a point for corner;
THENCE North 66 deg. 06 min. 38 sec. East, a distance of 55.95 feet to a point for corner at the
Northeast corner of said 1.157-acre tract, same being in a Southeast line of said City of Port Arthur
tract, same being a Northwest line of said Easement Tract 133-A;
Page 1 of 4
THENCE South 36 deg. 14 min.42 sec.West, along and with a Southeast line of said 1.157-acre tract
and said City of Port Arthur tract, same being a Northwest line of said Easement Tract 133-A, a
distance of 914.14 feet to POINT OF BEGINNING, containing 1.157-acres of land, more or less.
0.045-Acre Easement PAV03C-133A-2
BEING a 0.045-acre easement being out of and a part of Lakeshore Drive (70-foot public right-of-
way). Said 0.045-acre tract being situated in the J. Mixon Survey,Abstract No. 178, Jefferson County,
Texas.
COMMENCING at a concrete monument with disc found for the Northeast corner of that certain called
Lot Number 8 of the M.F. Bledsoe Subdivision Number 2 to the City of Port Arthur, Jefferson County,
Texas, recorded in Volume 4, Page 161 of the Map Records of Jefferson County, Texas, same being
in the West right-of-way line of Lakeshore Drive(70 foot public right-of-way), same being in the South
right-of-way line of Bledsoe Place, having a coordinate value of N: 13,903,582.55 and E: 3,577,340.15;
THENCE North 53 deg. 36 min. 45 sec. East, a distance of 465.50 feet to the POINT OF BEGINNING
at the Southeast corner of said 0.045-acre tract, same being the Northeast corner of that certain City
of Port Arthur tract of land, being more fully described and recorded in Volume 1, Page 50 of the Deed
Records of Jefferson County,Texas, same being in the Northwest line of that certain Jefferson County
Drainage District No. 7 called 10.262-acre tract of land, being more fully described as Easement Tract
133-A, and recorded in Volume 1454, Page 4 of said Deed Records, same being in the South right-
of-way line of Lakeshore Drive (70 foot public right-of-way), having a coordinate value of N:
13,903,858.65 and E: 3,577,714.93;
THENCE South 66 deg. 06 min. 38 sec. West, along and with the South line of said Lakeshore Drive,
a distance of 55.95 feet to a point for corner, and being at the beginning of a curve to the left, having
a radius of 291.41 feet, a delta angle of 10 deg. 09 min. 11 sec., a chord bearing of South 61 deg. 02
min. 03 sec. West, and a chord distance of 51.57 feet;
THENCE along and with said curve to the left, a distance of 51.64 feet to a point for corner at the
Southwest corner of said 0.045-acre tract;
THENCE North 05 deg. 28 min. 39 sec. East, along and with a West line of said 0.045-acre tract, a
distance of 10.44 feet to a point for corner at the Northwest corner of said 0.045-acre tract;
THENCE along and with the North line of said 0.045-acre tract, the following courses and distances:
North 55 deg. 17 min. 20 sec. East, a distance of 26.37 feet to a point for corner;
North 56 deg. 51 min. 30 sec. East, a distance of 26.03 feet to a point for corner, and being
at the beginning of a curve to the right, having a radius of 229.91 feet, a delta angle of 11 deg. 12 min.
36 sec., a chord bearing of North 56 deg. 39 min. 51 sec. East, and a chord distance of 44.91 feet;
Along and with said curve to the right, a distance of 44.98 feet to a point for corner, being at
the beginning of a curve to the left, having a radius of 577.10 feet, a delta angle of 05 deg. 16 min. 48
sec., a chord bearing of North 59 deg. 58 sec. 26 sec. East, and a chord distance of 53.16 feet;
Along and with said curve to the left, a distance of 53.18 feet to a point for corner at the
Northeast corner of said 0.045-acre tract, same being in the Northwest line of said Easement Tract
133-A;
THENCE South 36 deg. 14 min. 42 sec. West, along and with said Northwest line of said 0.045-acre
tract, a distance of 53.67 feet to the POINT OF BEGINNING, containing 0.045-acre of land, more or
less.
Page 2 of 4
0.469-Acre PAV03C-133A-3 Temporary Workspace
BEING a 0.469-acre temporary workspace out of and a part of that certain City of Port Arthur tract of
land, being more fully described and recorded in Volume 1, Page 50 of the Deed Records of Jefferson
County,Texas. Said 0.469-acre tract being situated in the J. Mixon Survey,Abstract No. 178,Jefferson
County, Texas.
COMMENCING at a concrete monument with disc found for the Northeast corner of that certain called
Lot Number 8 of the M.F. Bledsoe Subdivision Number 2 to the City of Port Arthur, Jefferson County,
Texas, recorded in Volume 4, Page 161 of the Map Records of Jefferson County, Texas, same being
in the West right-of-way line of Lakeshore Drive(70 foot public right-of-way), same being in the South
right-of-way line of Bledsoe Place, having a coordinate value of N: 13,903,582.55 and E: 3,577,340.15;
THENCE South 21 deg. 50 min. 10 sec.West,over and across said City of Port Arthur tract, a distance
of 485.12 feet to the POINT OF BEGINNING and the Southeast corner of said 0.469-acre tract, having
a coordinate value of N: 13,903,132.18 and E: 3,577,159.74;
THENCE North 54 deg. 17 min. 42 sec. West, along and with the Southwest line of said 0.469-acre
tract, a distance of 131.96 feet to a point for corner at the Southwest corner of said 0.469-acre tract,
same being in the South right-of-way line of Lakeshore Drive (70-foot public right-of-way), and being
at the beginning of a curve to the left, having a radius of 1484.24 feet, a delta angle of 08 deg. 06 min.
43 sec, a chord bearing of North 51 deg. 14 min. 27 sec. East, and a chord distance of 209.96 feet;
THENCE along and with said curve to the left, same being the South right-of-way line of Lakeshore
Drive, a distance of 210.14 feet to a point for corner at the Northwest corner of said 0.469-acre tract;
THENCE South 50 deg. 29 min. 44 sec. East, along and with the Northeast line of said 0.469-acre
tract, a distance of 77.08 feet to a point for corner at the Northeast corner of said 0.469-acre tract;
THENCE South 36 deg. 02 min. 55 sec. West, along and with the Southeast line of said 0.469-acre
tract, a distance of 197.19 feet to the POINT OF BEGINNING, containing 0.469-acre of land, more or
less.
0.118-Acre PAV03C-133A-2 Temporary Workspace
BEING a 0.118-acre temporary workspace out of and a part of that certain City of Port Arthur tract of
land, being more fully described and recorded in Volume 1, Page 50 of the Deed Records of Jefferson
County,Texas. Said 0.118-acre tract being situated in the J. Mixon Survey,Abstract No. 178, Jefferson
County, Texas.
COMMENCING at a concrete monument with disc found for the Northeast corner of that certain called
Lot Number 8 of the M.F. Bledsoe Subdivision Number 2 to the City of Port Arthur, Jefferson County,
Texas, recorded in Volume 4, Page 161 of the Map Records of Jefferson County, Texas, same being
in the West right-of-way line of Lakeshore Drive (70 foot public right-of-way), same being in the South
right-of-way line of Bledsoe Place, having a coordinate value of N: 13,903,582.55 and E: 3,577,340.15;
THENCE North 51 deg. 50 min. 12 sec. East, a distance of 516.98 feet to the POINT OF BEGINNING
and the Southeast corner of said 0.118-acre tract, being at the beginning of a curve to the right, having
a radius of 577.10 feet, a delta angle of 05 deg. 16 min. 48 sec., a chord bearing of South 59 deg. 58
min. 26 sec. West, and a chord distance of 53.16 feet, having a coordinate value of N: 13,903,121.39
and E: 3,577,174.45;
THENCE along and with said curve to the right, a distance of 53.18 feet to a point for corner, being at
the beginning of a curve to the left, having a radius of 229.91 feet, a delta angle of 11 deg. 12 min. 36
sec., a chord bearing of South 56 deg. 39 min. 51 sec. West, and a chord distance of 44.91 feet;
Page 3 of 4
THENCE along and with said curve to the right, a distance of 44.98 feet to a point for corner;
THENCE South 56 deg. 51 min. 30 sec. West, a distance of 26.03 feet to a point for corner;
THENCE South 55 deg. 17 min. 20 sec. West, a distance of 26.37 feet to a point for corner at the
Southwest corner of said 0.118-acre tract;
THENCE North 05 deg. 28 min. 42 sec. East, a distance of 40.40 feet to a point for corner at the
Northwest corner of said 0.118-acre tract;
THENCE North 53 deg. 23 min. 39 sec. East, a distance of 14.29 feet to a point for corner;
THENCE North 59 deg. 03 min. 56 sec. East, a distance of 31.48 feet to a point for corner;
THENCE North 60 deg. 40 min. 25 sec. East, a distance of 57.33 feet to a point for corner;
THENCE North 58 deg. 44 min. 10 sec. East, a distance of 52.80 feet to a point for corner;
THENCE North 57 deg. 44 min. 07 sec. East, a distance of 19.78 feet to a point for corner;
THENCE North 54 deg. 07 min. 15 sec. East, a distance of 25.81 feet to a point for corner at the
Northeast corner of said 0.118-acre tract, same being in the Northwest line of said Easement Tract
133-A;
THENCE South 36 deg. 14 min. 42 sec. West, along and with the Northwest line of said Easement
Tract 133-A, a distance of 81.28 feet to the POINT OF BEGINNING, containing 0.118-acre of land,
more or less.
All bearings are based upon the Texas State Plane Coordinate System of 1983(2011), South Central
Zone '4204'(US Survey foot). All acreages and distances shown are grid.
)g:e * k
1
Carl E. Duckworth II 1 CARL E.DUCKWORTH II ►
Registered Professional Land Surveyor No. 6816 f
:,q 6816 f
`'1.*::?Pess'o`'•'OQ'
-r0SU 'J-
Page 4 of 4
N
Woodworth Boulevard Exhibit"C"
Richmond Avenue _ Jefferson County,Texas ...k
Lake Charles Avenue J.Mixon Survey W E
Seawall Drive / -reject Location
Augusta Avenue Abstract No.178
Shreveport Avenue I '
Waco Avenue
j/ Easement PAVO3C-133A-3=1.157 Acre
Easement PAVO3C-133A-2=0.045 Acre S
�
:/ PAVO3C-133A-3 Temporary Workspace 1=0.469 Acre 0 100 200
• Vicinity Map PAVO3C-133A-2 Temporary Workspace 2=0.118 Acre m m m _ Feet
/ N.T.S.
PAVO3C-133A-2
Temporary Workspace
0.118 Acre
5,122.52 Sq.Ft.
Easement PAVO3C-133A-2 Easement
0.045 Acre -
1,977.69 Sq.Ft. .
41111111
(;%bi�Bj
Nas Od
Rf a
9
/
4/of e
dye
Lot Number 8 of the ,. ake Shore Park
Bledsoe Subdivision Number 2 G City of Port Arthur
Volume 4,Page 61 „is' Jpr)�00 F` Volume 1,Page 50
M.R.J.C.T. et
• QQ^Qtio D.R.J.C.T.
�' �0e0 yo
ni
,'''(.5,,,-,,A�oJ Ob
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00
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Surveyor's Certification
Legend:
p Easement The undersigned does hereby certify that this survey plat
Q Temporary Workspace accurately represents an on the ground survey made 0 F re
Existing Easement under my direct supervision in November and December A AP•G.9.F.
5 T E F t
• Found Monument(as described) 2025,and January and February 2026. i co4' * ",;... 1,
P.O.B. Point of Beginning • `
� / a CARL E.DUCKWORTH II%
•
P.O.C. Point of Commencing ^`\
D.R.J.C.T. Deed Records Jefferson County,Texas Cad E.Duckworth II,RPLS , ..•O 6816 ..,.••
r
O.P.R.J.C.T. Official Public Records Jefferson County,Texas Registered Professional Land Surveyor No.6816 ` OFES Ste?Oer
'-lsuiW-
Drawn by:MAG/KPA FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.1 of 5 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central ���I
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
Woodworth Boulevard Exhibit"C" N
Richmond Avenue Jefferson County,Texas I
Lake Charles Avenue J.Mixon Survey
Au Seawall Drive ;/ reject Location Abstract No.178 W E
Augusta Avenue l '�
Shreveport Avenue �
Waco Avenue
/7 Easement PAVO3C-133A-3=1.157 Acre
Easement PAVO3C-133A-2=0.045 Acre S
�'/ PAVO3C-133A-3 Temporary Workspace =0.469 Acre 0 100 200
' Vicinity Map PAVO3C-133A-2 Temporary Workspace =0.118 Acre
NE = = = Feet
/Ao 4, Q�•:^�`�O
rr6*6 s <o.
R;q9A
i
9h�ofe
aye
Lot Number 8 of the
Bledsoe Subdivision Number 2
Volume 4,Page 61
P.O.C. M.R.J.C.T.
Easement PAVO3C-133A-3,
Easement PAVO3C-133A-2,
PAVO3C•133A-3 Temporary
Workspace,and _
PAVO3C-133A-2 Temporary
Workspace ?
Found Concrete Monument , t
with Disc Uco
N:13,903,582.55 JOB`ea 4` d
E:3,577,340.15 QQ• Po 5°' o
c`^h^ho S
e �a� Fe^ tic �
O`eO . 4e.
,,,, yOP m
PAVO3C-133A-3 Temporary Workspace e'c•c� Lake Shore Park g
0.469 Acre �a�Qr ' Cary of Port Arthur
20,411.96 Sq.Ft. ae
SS` Volume 1,Page 50
\C ' D.R.J.C.T.
nar
S4omy
P.O.B. e°z.° ^(Ye'0'
PAV03C•133A-3 4tim 'c D ^ ).
Temporary Workspace O Va•u O'
N:13,903,132.18
E:3,577,159.74
Easement PAVO3C-133A-3
N:13,903,121.39
E:3,577,174.45
Surveyor's Certification
Legend:
sememmisimamm Easement The undersigned does hereby certify that this survey plat
rI Temporary Workspace accurately represents an on the ground survey made T`
ExistingIIII Easement under mydirect supervision in November and December '� s�F F
f� '�P�01.LERP�k
I Found Monument(as described) 2025,and January and February 2026. '41:t ]�� ' .tP k
P.O.B. Point of Beginning /
/ CARL E.DUCKWORTH II .
P.O.C. Point of Commencing f 7 '
D.R.J.C.T. Deed Records Jefferson County,Texas Cad E.Duckworth II,RPLS I c 6816 P- r
O.P.R.J.C.T. Official Public Records Jefferson County,Texas Registered Professional Land Surveyor No.6816 `TA:FES51�?1%I.
Os'u'Rv'-
Drawn by:MAG/KPA FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.2 of 5 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central ���I
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING,INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
N
Woodworth Boulevard Exhibit"C" N
Richmond Avenue Jefferson County,Texas
Lake ehaaes Avenue J.Mixon Survey W •10"'"E
Seawall Drive / •rojed Location Abstract No.178
Augusta Avenue
Shreveport Avenue
Waco Avenue
it Easement PAVO3C-133A-3=1.157 Acre
:. Easement PAVO3C-133A-2=0.045 Acre S
// PAVO3C-133A-3 Temporary Workspace =0.469 Acre 0 60 120
Vicinity Map PAVO3C-133A-2 Temporary Workspace =0.118 Acre i= i= Ill I= Feet
N.T.S.
PAV03C-133A-2 Temporary Workspace
0.118 Acre
Easement PAVO3C-133A-2 5,122.52 Sq.Ft.
0.045 Acre
1,977.69 Sq.Ft.
- Lot Number 8 of the
Bledsoe Subdivision Number 2
Volume 4,Page 161 P.O.B.
PAV03C-133A-2
M.R.J.C.T. Temporary
P.O.C. Workspace
Easement PAV03C-133A-3, N:13,903,901.93
Easement PAV03C-133A-2, ' E:3,577,746.66
PAV03C-133A-3 Temporary • -
Workspace,and C4
PAV03C-133A-2 Temporary� � P.O.B.
Workspace L14 Easement PAVO3C-133A-2
Found Concrete Monument raj N.13,903,858.65
with Disc ae /'' E:3,577,714.93
N:13,903,582.55 e..cao
E:3,577,340.15 eeOi
u
r:' yea Pot�';
Lo1 n^4;1 Lake Shore Park
City of Port Arthur
9je Q�'s brL�.
�aG os o Volume 1,Page 50
cp9g ff
' h D.R.J.C.T.
44 /o J%
^no h n.
you ooc o`ee
�.� G c .S p
no
P; N 0'-oo'y-C;V Qo,
cgy c
may`G in ' fi ° a
.°
oe «� v ce
" T9bQ O`VyJoO
e^ p
F pry I
«y `'
18
m
Surveyor's Certification
Legend:
Easement The undersigned does hereby certify that this survey plat
Temporary Workspace accurately represents an on the ground survey made ' OF• 7
�,1=211. under m direct supervision in November and December P�G•S T f•; t
Existing Easement y �' - '• A'••
• Found Monument(as described) 2025,and January and February 2026. x�;�� * FQ••tp,
P.O.C. Point of Beginning / ; •
%
P.O.C. Point of Commencing !/ CARL E.DUCKWORT. II
D.R.J.C.T. Deed Records Jefferson County,Texas Carl E.Duckworth II,RPLS ,, ''?p 6816 ..r r
O.P.R.J.C.T. Official Public Records Jefferson County,Texas Registered Professional Land Surveyor No.6816 ``•fN Fes sty,�?yy'O�r
,OSUR'l' -
Drawn by:MAG/KPA FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.3 of 5 JOB NO.LJAS494-2507
1 All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central I
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
Woodworth Boulevard Exhibit"C"
Richmond Avenue _ Jefferson County,Texas
Lake Charles Avenue J.Mixon Survey c=,
Seawall Drive / •roject Location yr
Augusta Avenue Abstract No.178
Shreveport Avenue
Waco Avenue •
Easement PAV03C-133A-3=1.157 Acre
4./ Easement PAV03C-133A-2=0.045 Acre S
PAV03C-133A-3 Temporary Workspace =0.469 Acre 0 60 120
Vicinity Map PAV03C-133A-2 Temporary Workspace =0.118 Acre Feet
N.T.S.
Line Table Line Table
Line# Direction Length Line# Direction Length
L1 S19°45'50"W 490.02 L21 N05°28'42"E 40.40
L2 N53°45'18"W 18.24 L22 N53°23'39"E 14.29
L3 N36°02'55"E 197.19 L23 N59°03'56"E 31.48
L4 N50°29'44'W 77.08 L24 N60°40'25"E 57.33
L5 N36°47'14"E 254.08 L25 N58°44'10"E 52.80
L6 N66°06'38"E 55.95 L26 N57°44'07"E 19.78
L7 S36°14'42"V1l 914.14 L27 N54°07'15"E 25.81
L8 S21°49'46"W 485.16 L28 S36°14'42'W 81.28
L9 N54°17'42'W 131.96
L10 S50°29'44"E 77.08
L11 S36°02'55"W 197.19
L12 N53°37'17"E 465.50
L13 S66°06'38"W 55.95
L14 S05°28'39"W 10.44
L15 S55°17'20"W 26.37
L16 S56°51'30"W 26.03
L17 N36°14'42"E 53.67
L 18 N51°50'40"E 516.97
L19 S56°51'30'W 26.03
L20 S55°17'20"V11 26.37
Surveyor's Certification
Legend:
Easement The undersigned does hereby certify that this survey plat
Temporary Workspace accurately represents an on the ground survey made °(••.O..F•7'
Existing Easement under my direct supervision in November and December ��°�G7 ERF
• Found Monument(as described) 2025,and January and February 2026. fib:Q * O;W
P.O.B. Point of Beginning
{/�� • CARL E.DUCKWORTH II •
P.O.C. Point of Commencing /N"�
D.R.J.C.T. Deed Records Jefferson County,Texas Carl E.Duckworth II,RPLS OF6816Oa'..�
O.P.R.J.C.T. Official Public Records Jefferson County,Texas Registered Professional Land Surveyor No.6816 ' • ES sh0'tO
-�SUR
Drawn by:MAG/KPA FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.4 of 5 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central ���i
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING INC.
2, This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
N
Woodworth Boulevard Exhibit"C"
Richmond Avenue _ Jefferson County,Texas i
Lake Charles Avenue J.Mixon Survey W I�
Seawall Dove / Project Location '" L
Augusta Avenue Abstract No.178
Shreveport Avenue
Waco Avenue
Easement PAVO3C-133A-3=1.157 Acre
/ Easement PAVO3C-133A-2=0.045 Acre S
4/ PAVO3C-133A-3 Temporary Workspace =0.469 Acre 0 60 12C,
`' Vicinity Map PAVO3C-133A-2 Temporary Workspace =0.118 Acre NMI = NM — Feet
N.T.S.
Curve Table
Curve# Length Radius Delta Chord Bearing Chord Distance
C1 269.35 1484.24 010°23'51" N41°59'10"E 268.98
C2 149.14 291.41 029°19'24" N51°26'56"E 147.52
C3 210.14 1484.24 008°06'43" N51°14'27"E 209.96
C4 51.64 291.41 010°09'11" S61°02'03"W 51.57
C5 44.98 229.91 011°12'36" N56°39'515E 44.91
C6 53.18 577.10 005°16'48" N59°58'26"E 53.16
C7 53.18 577.10 005°16'48" S59°58'26"W 53.16
C8 44.98 229.91 01 r 12'36" S56°39'51"W 44.91
Surveyors Certification
Legend:
in Easement The undersigned does hereby certify that this survey plat
ri Temporary Workspace accurately represents an on the ground survey made -/- OF
p Existing Easement under my direct supervision in November and December .<,,,, g:ER
• Found Monument(as described) 2025,and January and February 2026. ,1614 O:1P,
P.O.B. Point of Beginning ,^ �1 • CARL E.DUCKWORTH II °
P.O.C. Point of Commencing i—..^` , ,
D.R.J.C.T. Deed Records Jefferson County,Texas Carl E.Duckworth II,RPLS , t,Q 6816 a 5/ ,
0.P.R.J.C.T. Official Public Records Jefferson County,Texas Registered Professional Land Surveyor No.6816 ';'v. s .•'O,
o 8U'
Drawn by:MAG/KPA FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.5 of 5 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central ���I
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING,INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
EXHIBIT D-PAV03C-135B-2 PERMANENT STORM PROTECTION
EASEMENT
This Exhibit D is attached to and incorporated into that certain executed by
(Grantor) in favor of Jefferson County Drainage District No. 7 (Grantee), dated
,and pertains to the property described as follows:
409.833.3363
LA SURVEYING TBPELS 10194382
www.LJASurvey.com
.alder A\ende Beaumont Texas 77702
EXHIBIT "D"
April 29, 2026
Surveyor's Field Note Description: 0.049-Acre Easement PAVO3C-135B-2
0.049-Acre Easement PAVO3C-135E-2
BEING a 0.049-acre easement out of and a part of the tract of land known as Lamar State College
Port Arthur Baseball Field owned by the City of Port Arthur(JCAD PID 89130). Said 0.049-acre tract
being a part of Lakeshore Park as shown in the Map of The City of Port Arthur, recorded in Volume 1,
Page 50 of the Map Records of Jefferson County, Texas, and being situated in the J. Butler Survey,
Abstract No. 9, Jefferson County, Texas.
COMMENCING at an X scribed in concrete found for the Southwest corner of that certain Port Arthur
ISD called 4.08-acre tract of land, being more fully described as Tract 1, and recorded in Clerk's File
No. 9409815 of the Official Public Records of Jefferson County,Texas, same being a point in the East
right-of-way line of Lakeshore Drive, same being the most Westerly Northwest corner of that certain
Jefferson County Drainage District No. 7 called 1.736-acre tract of land, being more fully described as
Easement Tract 135B, and recorded in Volume 1517, Page 46 of the Deed Records of Jefferson
County, Texas, having a coordinate value of N: 13,901,023.96 and E: 3,575,232.63;
THENCE South 47 deg. 24 min. 41 sec. East, over and across said Easement Tract 1356, a distance
of 340.74 feet to a 5/8-inch iron rod with aluminum disc found for an interior ell corner in the South line
of said Easement Tract 135B, same being the POINT OF BEGINNING and the Northeast corner of
said 0.049-acre tract, having a coordinate value of N: 13,900,793.37 and E: 3,575, 483.50;
THENCE South 36 deg. 09 min. 18 sec. West, along and with the East line of said 0.049-acre tract,
same being a West line of said Easement Tract 135B, a distance of 47.95 feet to a point for corner at
the Southeast corner of said 0.049-acre tract, from which a nail found at an angle corner in the East
line of said Lakeshore Park tract, same being an angle corner in the West line of said Easement Tract
135B, bears South 36 deg. 09 min. 12 sec. West, a distance of 343.45 feet;
THENCE North 54 deg. 08 min. 43 sec. West, along and with the South line of said 0.049-acre tract,
a distance of 103.35 feet to a point for corner at the most Westerly corner of said 0.049-acre tract,
same being in the West line of said Easement Tract 135B, and being at the beginning of a curve to
the left, having a radius of 375.98 feet, a delta angle of 17 deg. 27 min. 51 sec., a chord bearing of
South 78 deg. 58 min. 46 sec. East, and a chord distance of 114.16 feet, from which a 5/8-inch iron
rod with aluminum disc found at an angle corner in the West line of said Easement Tract 135B, bears
a distance of 86.64 feet along a curve to the right, having a radius of 359.74 feet, a delta angle of 13
deg. 47 min. 58 sec., a chord bearing of North 63 deg. 29 min. 47 sec. West, and a chord distance of
86.43 feet;
THENCE in a Southeasterly direction, along and with said curve to the left, a distance of 114.60 feet
to the POINT OF BEGINNING, containing 0.049-acre, more or less.
All bearings are based upon the Texas State Plane Coordinate System of 1983(2011), South Central
Zone '4204'(US Survey foot). All acreages and distances shown are grid.
'(E`'s0"F RF.1►
• •
CARL E.DUCKWORTH II ►
Carl E. Duckworth II ,
Registered Professional Land Surveyor No. 6816 ••4 6816
`1.-PEssx0. O'i
ti�SURV '
Page 1 of 1
N
Woodworth Boulevard Exhibit"D"
Richmond Avenue Jefferson County,Texas 1,
Seawall DriveLake Charles Avenue J.Butler Survey W E
Augusta Avenue Abstract No.9
Shreveport Avenue /
Waco Avenue •rolect Location
'� S
i;/ Easement PAVO3C-135E-2=0.049 Acre 0 100 200
Vicinity Map/ _ Feet
N.T.S. .11 MI MI
Line Table Curve Table /
Line# Direction Length Curve# Length Radius Delta Chord Bearing Chord Distance
L1 S36°09'18'W 47.95 C1 114.60 375.98 017°27'51" S78°58'46"E 114.16
L2 N54°08'43"W 103.35 C2 86.64 359.74 013°47'58" N63°29'47"W 86.43
/
L3 S36°09'18'W 343.42
P.O.C. /
ae' Easement PAV03C-1358-2
Oc X Scribed in Concrete
1 N:13,901,023.96 /
,ec E:3,575,232.63 Port Arthur ISD
� Called 4.08 Acres
C.F.No.9409815
O.P.R.J.C.T. /
Sp1° h(b
2,7, rb
a�O^'
A,Cc A r C'' `fie /
,? Gco o aro
. gO ccesoc 4-,:".A.
m e e
Found 5/8"Iron Rod �p me P�a> s .
.c ' N /
with Aluminum Disc C'.'Jo.Q
Easement PAVO3C-135B-2 • P.O.B.
0.049 Acre Found 5/8"Iron Rod
2,145.52 Sq.Ft. with Aluminum Disc
N:13,900,793.37
City of Port Arthur E:3,575,483.50
(Lamar State CollegePort
/
ArthurrBaseball Field))
JCAD PID 89130
/
�.`5 A.
/`ao�of�• oey
cAsc��v P6 Pco
Fe�yo yy QQi.
,
a5 ,A' `V1'G'
/ `` ,`a•tea^y Q?.
O`Jo'O'
/
Found Nail /
/
Legend:
tonin Easement Surveyor's Certfiration
IIII Existing Easement
• Found Monument(as described) The undersigned does hereby certify that this survey plat
P.O.B. Point of Beginning accurately represents an on the ground survey made -°(�9.F ri-.
D.R.J.C.T. Deed Records Jefferson County,Texas
under my direct supervision in November and December 'AI!,G1 1 F'..,Vf 1
S T FR•••. k
2025,and January and February 2026. ,�;?� ^
O.P.R.J.C.T. Official Public Records Jefferson County,Texas , 1
J.C.A.D. Jefferson County Appraisal District / S ° CARL E.DUCKWORTH II °
LI Cl ' •
Carl E.Duckworth II,RPLS to�OF681604P�/r
Registered Professional Land Surveyor No.6816 ;�••••.Es st •O�
tie sti'ai1F-
Drawn by:MAG/KPA FB PG:FBXXX-PXXX
Rev"1" APRIL 30,2026
Note: Sheet No.1 of 1 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central LJ�.
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING,INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
EXHIBIT E-PAV03C-136-4 PERMANENT STORM PROTECTION EASEMENT
& TEMPORARY WORKSPACE EASEMENT
This Exhibit E is attached to and incorporated into that certain executed by
(Grantor) in favor of Jefferson County Drainage District No. 7 (Grantee), dated
,and pertains to the property described as follows:
409 833.3363
LjA SURVEYING j "` TBPELS 1019+382
www.L/ASurvey.com
2615 Calder Avenue Suite 500 Beaumont,Texas 77702
EXHIBIT"E"
April 28, 2026
Surveyor's Field Note Description: 0.133-Acre Easement PAV03C-136-4 and a 0.531-Acre PAVO3C-
136-4 Temporary Workspace
0.133-Acre Easement PAV03C-136-4
BEING a 0.133-acre easement out of and a part of that certain Waco Avenue (70-foot public right of
way)and Lakeshore Drive (70-foot public right-of-way). Said 0.133-acre tract being situated in the J.
Butler Survey, Abstract No. 9, Jefferson County, Texas.
BEGINNING at a concrete monument found in the East line of said 0.133-acre tract, same being in
the East right of way line of Lakeshore Drive, same being the Southeast corner of that certain Jefferson
County Tract I called 4.0883-acre tract of land, being more fully described in Clerk File 105-23-0405
of the Official Public Records Jefferson County, Texas, same being an angle corner in the West line
of that certain City of Port Arthur called 14.09-acre tract of land, being more fully described and
recorded in Clerk's File No. 1999018318 of said Official Public Records, same being in the West line
of that certain Jefferson County Drainage District No. 7 called 17.8537-acre tract of land, being more
fully described as Easement Tract 136, and recorded in Volume 1784, Page 32 of the Deed Records
of Jefferson County, Texas, having a coordinate value of N: 13,898,888.65 and E: 3,574,310.14;
THENCE South 08 deg. 03 min. 27 sec. East, along and with the East line of said 0.133-acre tract,
same being the East right of way line of Lakeshore Drive, same being the West line of that certain
Easement Tract 136 and said 14.09-ac tract, a distance of 13.95 feet to a 5/8-inch iron rod found at
an angle corner in the East right-of-way line of Lakeshore Drive, same being an angle corner in the
West line of line of Easement Tract 136;
THENCE South 36 deg. 33 min. 53 sec. West, along and with the East line of said 0.133-acre tract,
same being the East right of way line of Lakeshore Drive, same being the West line of said Easement
Tract 136, a distance of 18.60 feet to a 5/8-inch iron rod with aluminum disc found at an angle corner
in the East right-of-way line of Lakeshore Drive, same being an angle corner in the West line of said
Easement Tract 136, same being an angle corner in the West line of said 14.09-acre tract;
THENCE South 37 deg. 07 min. 27 sec. West, along and with the East line of said 0.133-acre tract,
same being the East right of way line of Lakeshore Drive, same being the West line of said 14.09-acre
tract, a distance of 145.29 feet to a point for corner at an angle corner in the East right-of-way line of
Lakeshore Drive, same being an angle corner in the West line of said 14.09-acre tract, and being at
the beginning of a curve to the right, having a radius of 345.58, a delta angle of 11 deg. 49 min. 19
sec., a chord bearing of South 51 deg. 58 min. 11 sec. West, and a chord distance of 71.18 feet;
THENCE in a Southwesterly direction along and with said curve to the right, being the East line of said
0.133-acre tract, same being the East right-of-way line of Lakeshore Drive, same being a West line of
said 14.09-acre tract, a distance of 71.30 feet for to a point for corner at the most Southerly corner of
said 0.133-acre tract, same being in the East right-of-way line of Lakeshore Drive, same being in the
West line of said 14.09-acre tract;
THENCE North 35 deg. 51 min. 46 sec. East, along and with a West line of said 0.133-acre tract, a
distance of 179.43 feet to a point for corner at an angle corner in the West line of said 0.133-acre tract;
THENCE North 18 deg. 33 min. 17 sec. East, along and with a West line of said 0.133-acre tract, a
distance of 97.78 feet to a point for corner at the Northwest corner of said 0.133-acre tract,same being
in the North right-of-way line of Waco Avenue (70 foot public right-of-way), same being the South line
of said 4.0883-acre tract;
Page 1 of 3
THENCE South 53 deg. 20 min. 23 sec. East, along and with an North fine of said 0.133-acre tract,
same being the North right-of-way line of Waco Avenue, same being a South line of said 4.0883-acre
tract, a distance of 13.34 feet to a point for corner at an angle corner in the North right-of-way line of
Waco Avenue, same being an angle corner in the South line of said 4.0883-acre tract, same being the
Northeast corner of said 0.133-acre tract;
THENCE South 08 deg. 06 min. 50 sec. East, along and with an East line of said 0.133-acre tract,
same being the North right-of-way line of Waco Avenue, same being a South line of said 4.0883-acre
tract, a distance of 42.12 feet to the POINT OF BEGINNING, containing 0.133-acre of land, more or
less.
0.531-Acre PAV03C-136-4 Temporary Workspace
BEING a 0.531-acre temporary workspace out of and a part of that certain Waco Avenue (70-foot
public right of way) and Lakeshore Drive (70 -foot public right-of-way). Said 0.531-acre tract being
situated in the J. Butler Survey, Abstract No. 9, Jefferson County, Texas.
COMMENCING at a concrete monument found in the East right-of-way line of Lakeshore Drive, same
being a West line of that certain Jefferson County Drainage District No. 7 called 1.736-acre tract of
land, being more fully described as Easement Tract 136, and recorded in Volume 1784, Page 32 of
the Deed Records of Jefferson County, Texas, same being the Southeast corner of that certain
Jefferson County Tract I called 4.0883-acre tract of land, being more fully described in Clerk File 105-
23-0405 of the Official Public Records Jefferson County, Texas having a coordinate value of N:
13,898,888.65 and E: 3,574,310.14;
THENCE North 08 deg. 06 min. 50 sec. West, along and with the North right-f-way line of Waco
Avenue (70 foot public right-of-way), same being a South line of said 4.0883-acre tract, a distance of
42.12 feet to a point for an angle corner in the North right-of-way line of Waco Avenue, same being an
angle corner in the South line of said 4.0883-acre tract;
THENCE North 53 deg. 20 min. 23 sec. West, along and with the North right-of-way line of Waco
Avenue, same being a South line of said 4.0883-acre tract, a distance of 13.34 feet to the POINT OF
BEGINNING at a point for corner at the Northeast corner of said 0.531-acre tract, having a coordinate
value of N: 13,898,938.32 and E: 3,574,293.50;
THENCE South 18 deg. 33 min. 17 sec. West, along and with the East line of said 0.531-acre tract, a
distance of 97.78 feet to a point for corner at an angle corner in the East line of said 0.531-acre tract;
THENCE South 35 deg. 51 min. 46 sec. West, along and with the East line of said 0.531-acre tract, a
distance of 179.43 feet to a point for corner in the East line of said 0.531-acre tract, same being in the
East right-of-way line of Lakeshore Drive,same being in the West line of that certain City of Port Arthur
called 14.09-acre tract of land, being more fully described and recorded in Clerk's File No. 1999018318
of said Official Public Records, and being at the beginning of a curve to the right, having a radius of
345.58 feet, a delta angle of 12 deg. 42 min. 23 sec., a chord bearing of South 64 deg. 14 min. 02 sec.
West, and a chord distance of 76.48 feet;
THENCE in a Southwesterly direction along and with said curve to the right, same being the East right-
of-way line of Lakeshore Drive, same being the West line of said 14.09-acre tract, a distance of 76.64
feet to a point for corner at the Southeast corner of said 0.531-acre tract, from which a 5/8-inch iron
rod found at an angle corner in the West line of said 14.09-acre tract bears South 72 deg. 10 min. 16
sec. West, a distance of 19.10 feet;
Page 2 of 3
THENCE North 17 deg. 01 min. 14 sec. West, over and across said Lakeshore Drive, same being
along and with the South line of said 0.531-acre tract, a distance of 64.70 feet to a point for corner at
an the Southwest corner of said 0.531-acre tract, same being a point in the West right-of-way line of
Lakeshore Drive;
THENCE along and with the West line of said 0.531-acre tract, same being the West right-of-way line
of Lakeshore Drive, the following courses and distance:
North 66 deg. 34 min. 06 sec. East, a distance of 40.29 feet to a point for corner at an angle
corner, same being at the beginning of a curve to the left, having a radius of 334.40 feet, a
delta angle of 29 deg. 28 min. 18 sec., a chord bearing of North 46 deg. 13 min. 19 sec. East,
and a chord distance of 170.12 feet;
Along and with said curve to the left, a distance of 172.01 feet to a point for corner, same
being at the beginning of a curve to the left, having a radius of 35.74 feet, a delta angle of 74
deg. 43 min. 13 sec., a chord bearing of North 06 deg. 38 min. 19 sec. East, and a chord
distance of 43.37 feet;
Along and with said curve to the left, a distance of 46.60 feet to a point for corner, same being
in the South right-of-way line of Waco Avenue;
THENCE along and with a West line of said 0.531-acre tract, same being the South right-of-way line
of Waco Avenue, the following courses and distances:
North 38 deg. 17 min. 26 sec. West, a distance of 4.73 feet to a point for corner at an angle
corner;
North 47 deg. 26 min. 39 sec. West, a distance of 6.83 feet to a point for corner at an angle
corner;
North 53 deg. 26 min. 47 sec. West, a distance of 119.60 feet to a point corner at an angle
corner in the West line of said 0.531-acre tract;
THENCE North 34 deg. 15 min. 15 sec. East, over and across said Waco Avenue, a distance of 59.94
feet to a point for corner at the Northwest corner of said 0.531-acre tract, same being in the North
right-of-way line of Waco Avenue, same being the South line of said 4.0883-acre tract;
THENCE South 53 deg.20 min.23 sec. East, a distance of 161.49 feet to the POINT OF BEGINNING,
containing 0.531-acre of land, more or less.
All bearings are based upon the Texas State Plane Coordinate System of 1983(2011), South Central
Zone '4204'(US Survey foot). All acreages and distances shown are grid.
1
Carl E. Duckworth II 4 CARL E.DUCKWORTH II ►
I
Registered Professional Land Surveyor No. 6816 ' •.q 6816 •//VP i
`c P ESS�O OQI
, SURD,
Page 3 of 3
N
Woodworm Boulevard Exhibit"E"
R;chn,ondAvenue Jefferson County,Texas
Lake Charles Avenue J.Butler Survey W Ei
Seawag Drive / Abstract No.9
Augusta Avenue
Shreveport Avenue I
Waco Avenue
/ S
Easement PAVO3C-136-4=0.13 Acre
/,• -mod Location PAVO3C-136-4 Temporary Workspace=0.53 Acres 0 60 120
Vicinity Map � = � � Feet
N.T.S.
Jefferson County,Texas
>p, ry Tract I
a
Called 4.0883 Acres
0
6jo Q9 f'` F.C.No.105-23-0405
hbfa O.P.R.J.C.T.
dy P.O.B.
PAVO3C-136.4 Temporary
Workspace
N:13,898,938.32 co
E:3,574,293.50 c 0`��
•
di ro O. �.
Easement PAVO3C-136-4 o,
F v.-U'
0.133 Acre - ai,D 4'Zj.Q.
5,795.69 Sq. Ft.
L13
L1E
/
1 \ /
PAVO3C-136-4 Temporary Workspace /
/
i
0.531 Acres P.O.B.
23,118.76 Sq. Ft. / EEasseCmentPAV03C-136-4
/
PAV03C-136.4 Tem•• a
Wokspe// Found Concrete
Monument
N:13,898,888.65
G7 / E:3,574,310.14
\y` a /// Found 5/8"
/ Iron Rod
/// Found 5/8"Iron Rod
with Aluminum Disc
�/ 2 /
h��U Oc?Q"P'
oje
eK10%CV4 tAt�ay / y�0�,,!"cA\�t, U
IpPub _ tv74g'.c° ^-'' /
/ O`erm,o,Q.
i Found 5/8"
- /,,-/-- Iron Rod City of Port Arthur
/'' Utility Easement Calledl4.09 Acres /
/ � (Water Line&Drainage) C.F.No.1999018318
/ / F.C.100-53-0912
O.P.R.J.C.T.
/ / O.P.R.J.0
Legend:
1 .1 Easement Surveyor's Certification
0 Temporary Workspace
Existing Easement The undersigned does hereby certify that this survey plat
• Found Monument(as described) accurately represents anon the ground survey made '•( ,o F Ti.x'-•
P.O.B. Point of Beginning under my direct supervision in November and December r:Ott•c, ER 9,i
D.R.J.C.T. Deed Records Jefferson County,Texas 2025,and January and February 2026. 4b:Q� Fd;N
O.P.R.J.C.T. Official Public Records Jefferson County,Texas / C / • CARL E.DUCKWORTH II •
!/ J •
Carl E.Duckworth II,RPLS t� '. 6816 P: rr
Registered Professional Land Surveyor No.6816 :.'6 FEs 51-1:it°•'r
o SUR -
Drawn by:MAG/KPA FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.1 of 2 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central ���\
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING,INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
Woodworth Boulevard Exhibit"E" N
Richmond Avenue _ Jefferson County,Texas
_4
Lake Charles Avenue J.Butler Survey
Seawall Dnve I v♦li7
E
Augusta Avenue Abstract No.9
Shreveport Avenue
Waco Avenue
Jr
Easement PAVO3C-136-4=0.13 Acre S
4,/ Project Location PAVO3C-136-4 Temporary Workspace=0.53 Acres 0 60 120
Vicinity Map _
Feet
N.T.S. MS IIIIII ME
Line Table Curve Table
Line# Direction Length Curve# Length Radius Delta Chord Bearing Chord Distance
L1 S08°03'27"E 13.95 C1 71.30 345.58 011°49'19" S51°58'11"W 71.18
L2 S36°33'53"W 18.60 C2 76.64 345.58 012°42'23" S64°14'02"W 76.48
L3 S37°07'27"W 145.29 C3 172.01 334.40 029°28'18" N46°13'19"E 170.12
L4 N35°51'46"E 179.43 C4 46.60 35.74 074°43'13" N06°38'19"E 43.37
L5 N18°33'17"E 97.78
L6 S53°20'23"E 13.34
L7 S08°06'50"E 42.12
L8 S18°33'17"W 97.78
L9 S35°51'46"W 179.43
L10 N17°01'14"W 64.70
L11 N66°34'06"E 40.29
L12 N38°17'26"W 4.73
L13 N47°26'39"W 6.83
L14 N53°26'47"W 119.60
L15 N34°15'15"E 59.94
L16 S53°20'23"E 161.49
L17 S72°10'16"W 19.10
Legend:
P1 Easement Surveyor's Certification
0 Temporary Workspace
0 Existing Easement The undersigned does hereby certify that this survey plat
• Found Monument(as described) accurately represents anon the ground survey made -''(••.9.F.��`�..
P.O.B. Point of Beginning under my direct supervision in November and December ��.'�G1 S T Fq�••. `
9 g 2025,and January and February 2026. 6Jr� * :�`
D.R.J.C.T. Deed Records Jefferson County,Texas / k
O.P.R.J.C.T. Official Public Records Jefferson County,Texas // . CARL E.DUCKWORTH II
Carl E.Duckworth II,RPLS 6816 ? r
Registered Professional Land Surveyor No.6816�`' DFEB S1�a•O,r
g Y ti�SuR -
Drawn by:MAG/KPA FB PG:FBXXX-PXXX
Rev"0" APRIL 29,2026
Note: Sheet No.2 of 2 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central ���
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING,INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409,833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
EXHIBIT F-PAV03C-136-5 PERMANENT STORM PROTECTION EASEMENT
& TEMPORARY WORKSPACE EASEMENT
This Exhibit F is attached to and incorporated into that certain executed by
(Grantor) in favor of Jefferson County Drainage District No. 7 (Grantee), dated
,and pertains to the property described as follows:
L
j 0910194382
SURVEYINt� T TB�ELs 101933 3
2
� www.LiASurvey.com
°��� 2615 Calder Avenue, Suite 500, Beaumont,Texas 77702
EXHIBIT"F"
April 29, 2026
Surveyor's Field Note Description: 0.098-Acre Easement PAV03C-136-5 and a 1.860-Acre PAVO3C-
136-5 Temporary Workspace
0.098-Acre Easement PAV03C-136-5
BEING a 0.098-acre easement out of and a part of that certain City of Port Arthur called 14.09-acre
tract of land, being more fully described and recorded in Clerk's File No. 1999018318 of the Official
Public Records of Jefferson County, Texas. Said 0.098-acre tract being situated in the J. Butler
Survey, Abstract No. 9, Jefferson County, Texas.
COMMENCING at a 5/8-inch iron rod found at an angle corner in the West line of said 14.09-acre
tract, same being an angle corner in the West line of that certain Jefferson County Drainage District
No. 7 called 17.8537-acre tract of land, being more fully described as Easement Tract 136, and
recorded in Volume 1784, Page 32 of the Deed Records of Jefferson County, Texas, same being the
Southeast corner of that certain Jefferson County, Texas called 4.0883-acre tract of land, being more
fully described as Tract I, and recorded in Film Code No. 105-23-0405 of said Official Public Records,
same being in the East right-of-way line of Lakeshore Drive (70 foot public right-of-way), having a
coordinate value of N: 13,898,874.84 and E: 3,574,312.10;
THENCE South 36 deg. 36 min. 55 sec. West, along and with a West line of said 14.09-acre tract and
said Easement Tract 136, same being the East right-of-way line of Lakeshore Drive, a distance of
18.63 feet to a 5/8-inch iron rod with aluminum disc found at an angle corner in the West line of said
14.09-acre tract and said Easement Tract 136, same being an angle corner in the East line of
Lakeshore Drive, and being the POINT OF BEGINNING at the most Northern corner of said 0.098-
acre tract, having a coordinate value of N: 13,898,859.89 and E: 3,574,300.99;
THENCE in a Southwesterly direction, along and with the East line of said 0.098-acre tract, same
being the West line of said Easement Tract 136, the following courses and distances:
South 17 deg. 29 min. 57 sec. West, a distance of 30.84 feet to a 5/8-inch iron rod with
aluminum disc;
South 36 deg. 00 min. 49 sec. West, a distance of 167.72 feet to a 5/8-inch iron rod with
aluminum disc;
South 66 deg. 32 min. 13 sec. West, a distance of 120.58 feet to a 5/8-inch iron rod found at
the most Southern corner of said 0.098-acre tract;
THENCE North 27 deg. 52 min. 42 sec. East, along and with the South line of said 0.098-acre tract, a
distance of 25.23 feet to a point for corner at the Southwest corner of said 0.098-acre tract, same
being in the West line of said 14.09-acre tract, same being in the East right-of-way line of Lakeshore
Drive, and being at the beginning of a curve to the left, having a radius of 345.58 feet, a delta angle of
23 deg. 29 min. 15 sec., a chord bearing of North 57 deg. 48 min. 09 sec. East, and a chord distance
of 140.68 feet;
THENCE in a Northeasterly direction, along and with the West line of said 14.09-acre tract, same
being the East line of Lakeshore Drive, the following courses and distances:
Along and with said curve to the left, a distance of 141.67 feet to a point for corner;
North 37 deg. 07 min. 04 sec. East, a distance of 145.26 feet to the POINT OF BEGINNING,
containing 0.098-acre of land, more or less.
Page 1 of 3
1.860-Acre PAV03C-136-5 Temporary Workspace
BEING a 1.860-acre temporary workspace out of and a part of that certain City of Port Arthur called
14.09-acre tract of land, being more fully described and recorded in Clerk's File No. 1999018318 of
the Official Public Records of Jefferson County, Texas. Said 1.860-acre tract being situated in the J.
Butler Survey, Abstract No. 9, Jefferson County, Texas.
COMMENCING at a 5/8-inch iron rod found at an angle corner in the West line of said 14.09-acre
tract, same being an angle corner in the West line of that certain Jefferson County Drainage District
No. 7 called 17.8537-acre tract of land, being more fully described as Easement Tract 136, and
recorded in Volume 1784, Page 32 of the Deed Records of Jefferson County, Texas, same being the
Southeast corner of that certain Jefferson County, Texas called 4.0883-acre tract of land, being more
fully described as Tract I, and recorded in Film Code No. 105-23-0405 of said Official Public Records,
same being in the East right-of-way line of Lakeshore Drive (70 foot public right-of-way), having a
coordinate value of N: 13,898,874.84 and E: 3,574,312.10;
THENCE South 36 deg. 36 min. 55 sec. West, along and with a West line of said 14.09-acre tract and
said Easement Tract 136, same being the East right-of-way line of Lakeshore Drive, a distance of
18.63 feet to a 5/8-inch iron rod with aluminum disc found at an angle corner in the West line of said
14.09-acre tract and said Easement Tract 136, same being an angle corner in the East line of
Lakeshore Drive;
THENCE in a Southwesterly direction, along and with the West line of said Easement Tract 136, the
following courses and distances:
South 17 deg. 29 min. 57 sec. West, a distance of 30.84 feet to a 5/8-inch disc monument;
South 36 deg. 00 min. 49 sec. West, a distance of 167.72 feet to a 5/8-inch disc monument;
South 66 deg. 32 min. 13 sec. West, a distance of 120.58 feet to a 5/8-inch iron rod found at
an angle corner in the West line of said Easement Tract 136, and being the POINT OF BEGINNING
at an angle corner in the East line of said 1.860-acre tract, having a coordinate value of N:
13,898,646.80 and E: 3,574,082.49;
THENCE South 27 deg. 03 min. 38 sec. West, along and with the East line of said 1.860-acre tract,
same being the West line of said Easement Tract 136, a distance of 759.19 feet to a point for corner
at the Southeast corner of said 1.860-acre tract;
THENCE, North 53 deg. 43 min. 04 sec. West, along and with the South line of said 1.860-acre tract,
a distance of 81.84 feet to a point for a corner at the Southwest corner of said 1.860-acre tract, same
being in the West line of said 14.09-acre tract, same being in the East right-of-way line of Lakeshore
Drive (70-foot public right-of-way), and being at the beginning of a curve to the left, having a radius of
2584.09 feet, a delta angle of 01 deg. 38 min. 27 sec., a chord bearing of North 26 deg. 15 min. 49
sec. East, and a chord distance of 74.00 feet;
THENCE along and with the West line of said 14.09-acre tract and said 1.860-acre tract, same being
the East right-of-way line of Lakeshore Drive, the following courses and distances:
Along and with said curve to the left, a distance of 74.00 feet to a point for corner;
North 19 deg. 44 min. 55 sec. East, a distance of 157.61 feet to a point for corner, same being
at the beginning of a curve to the left, having a radius of 2331.83 feet, a delta angle of 03 deg.
43 min. 46 sec., a chord bearing of North 17 deg. 28 min. 33 sec. East, and a chord distance
of 151.75 feet;
Along and with said curve to the left, a distance of 151.78 feet to a point for corner;
Page 2 of 3
North 15 deg. 59 min. 55 sec. East, a distance of 56.67 feet to a point for corner, same being
at the beginning of a curve to the right, having a radius of 318.10 feet, a delta angle of 57 deg.
37 min. 25 sec., a chord bearing of North 44 deg. 48 min. 38 sec. East, and a chord distance
of 306.61 feet;
Along and with said curve to the right, a distance of 319.92 feet to a point for corner;
North 73 deg. 37 min. 19 sec. East, a distance of 37.30 feet to a 5/8-inch iron rod found at the
beginning of a curve to the left, having a radius of 345.58 feet, a delta angle of 04 deg. 12 min.
31 sec., a chord bearing of North 71 deg. 39 min. 02 sec. East, and a chord distance of 25.38
feet;
Along and with said curve to the left, a distance of 25.38 feet to a point for corner at the most
Northern corner of said 1.860-acre tract;
THENCE South 27 deg. 52 min.42 sec.West, a distance of 25.23 feet to the POINT OF BEGINNING,
containing 1.860-acres of land, more or less.
All bearings are based upon the Texas State Plane Coordinate System of 1983(2011), South Central
Zone '4204'(US Survey foot). All acreages and distances shown are grid.
EF RF ,k
4 CARL E.DUCKWORTH II ►
Carl E. Duckworth II e
Registered Professional Land Surveyor No. 6816 ssls P,
ss‘oypft:f
Page 3 of 3
N
Woodworth Boulevard Exhibit"F"
Richmond Avenue _ Jefferson County,Texas
Lake Chance Avenue J.Butler Survey W E
Seawall Drive / Abstract No.9
Augusta Avenue
Shreveport Avenue
Waco Avenue •
f/
Easement PAVO3C-136-5=0.098 Acre S
1;/ Project Location PAVO3C-136-5 Temporary Workspace=1.860 Acres 0 200 400
Vicinity Map NM MI = = Feet
N.T.S.
ti
/
Jefferson County,Texas ._5...o my
Line Table Tract I ��m o rry
Line# Direction Length Called 4.0883 Acres c�ode,,,-,
`by-
�., kY F.C.No.105-23-0405 F
'° e00 0.P.R.J.C.T. ym,1a44^^'a'
L1 S36°36'55"W 18.63 bi,� lit, m,°ic°a
m 4.,
0 o O
L2 S17°29'57"W 30.84 P.O.B. 9hf �e O ::: ,
Easement PAVO3C-136-5 bfyy P.O.C.
L3 S36°00'49"W 167.72 Found 5/8"Iron Rod eJ- Easement PAVO3C-136-5&
with Aluminum Disc PAVO3C-136-5 Temporary
L4 S66°32'13"W 120.58 Workspace
N:13,898,859.89
L5 N27°52'42"E 25.23 E:3,574,300.99 /�i L1 Found 5/8"Iron Rod
Found 5/8"Iron Rod / L2 N:13,898,874.84
L6 N37°07'04"E 145.26 with Aluminum Disc E:3,574,312.10
Found 5/8"Iron Rod
L7 S27°03'38"W 759.19 with Aluminum Discy/
Found 5/8"
L8 N53°43'04'W 81.84 Iron Rod with
Soutex Cap r ,,, Easement PAVO3C-136-5
L9 N19°44'55"E 157.61 Ocfe�a1 `�/ - 0.098 Acre
L10 N15°59'55"E 56.67 oSroc i 0:� , ` 4,251.46 Sq.Ft.
�a�,p��°P ,/
L11 N73°37'19"E 37.30 Q'' // L12 P.0.B.
L12 S27°52'42"W 25.23 l� GP // PAV03C-136-5
Temporary Workspace
�/� cc,"' ^, '' Found 5/8"Iron Rod
PAVO3C-136-5 Temporary Workspace �m o5 0��ry N:13,898,646.80
1.860 Acres // At U i^7-M E:3,574,082.49
c.y o
81,031.41 Sq.Ft. c) m yo O�h Q i.'
F� m O'
4' c a ce
m
Utility Easement // Q�U�,o
(Water Line&Drainage) U - ` /
F.C.100-53-0912 ` //
0.P.R.J.0 //
Point for corner //
from which a found
/
5/8"Iron Rod bears II
S24°11'21'W a
distance of 3.49' a' /
// '
<6'
Curve Table
Curve# Length Radius Delta Chord Bearing Chord Distance
City of Port Arthur C1 141.67 345.58 023°29'15" N57°48'09"E 140.68
Called1199 Acres
901 831 8
C.F.No. C2 74.00 2584.09 001°38'27" N26°15'49"E 74.00
0.P.R.J.C.T.
C3 151.78 2331.83 003°43'46" N17°28'33"E 151.75
C4 319.92 318.10 0570 37'25" N44°48'38"E 306.61
C5 25.38 345.58 004°12'31" N71°39'02"E 25.38
Legend:
0 Easement Surveyors Certification
Q Temporary Workspace
- Existing Easement The undersigned does hereby certify that this survey plat• Found Monument(as described) accurately represents an on the ground survey made -°(F,�.•5 T O.F...-
under my direct supervision in November and December �P�Gt RF
P.O.B. Point of Beginning 2025,and January and February 2026. ,�r� * :,t
D.R.J.C.T. Deed Records Jefferson County,Texas , 1
0.P.R.J.C.T. Official Public Records Jefferson County,Texas 401.....i
y ;" Jli ° CARL E.DUCKWORTH II °
� '•A 6816 . ,.
Carl E.Duckworth II,RPLS �OFES St0?Oer
Registered Professional Land Surveyor No.6816 49";:.... .•
-G SUF1V -
Drawn by:MAG/KPA FB PG:FBXXX-PXXX
Rev"1" APRIL 29,2026
Note: Sheet No.1 of 1 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central ���
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid. SURVEYING,INC.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
EXHIBIT G-PAV03C-133A-3-1 TEMPORARY WORKSPACE EASEMENT
This Exhibit G is attached to and incorporated into that certain executed by
_ (Grantor) in favor of Jefferson County Drainage District No. 7 (Grantee), dated
,and pertains to the property described as follows:
LJA\SURVEVNG .
EXHIBIT"G"
April 30, 2026
Surveyor's Field Note Description: 0.024-Acre PAV03C-133A-3-1 Temporary Workspace
BEING a 0.024-acre temporary workspace tract out of Lake Charels Avenue(public right-of-way)and
a City of Port Arthur Sanitary Sewer Lift Station. Said 0.024-acre tract being situated in the J. Mixon
Survey, Abstract No. 178, Jefferson County, Texas.
COMMENCING at a 5/8-inch iron rod with Soutex cap found for the Southeast corner of that certain
Lamar State College Port Arthur tract of land, being more fully described and recorded in Film Code
No. 102-45-0839 of the Official Public Records of Jefferson County, Texas, same being the Northeast
corner of that certain Lamar State College Port Arthur called 2.204-acre tract of land, being more fully
described and recorded in Clerk's File No. 2015041258 of said Official Public Records, same being in
the West line of that certain Jefferson County Drainage District No. 7 called 3.044-acre tract of land,
being more fully described as Easement Tract 134, and recorded in Volume 1454, Page 9 of said
Deed Records, having a coordinate value of N: 13,902,280.67 and E: 3,576,559.90;
THENCE North 36 deg. 08 min. 25 sec. East along and with a West line of said Easement Tract 134,
at a distance of 754.04 feet pass the Northwest corner of said Easement Tract 134, same being the
Southwest corner of that certain Jefferson County Drainage District No. 7 called 10.262-acre tract of
land, being more fully described as Easement Tract 133-A, and recorded in Volume 1454, Page 4 of
the said Deed Records, and continuing along and with a West line of said Easement Tract 133-A for
a total distance of 783.40 feet to a point at an angle corner in the West line of said Easement Tract
133-A and the POINT OF BEGINNING and the Southwest corner of said 0.024-acre tract, same being
in the South right-of-way line of Lake Charles Avenue;
THENCE North 36 deg. 10 min. 52 sec. East, over and across Lake Charles Avenue, along and with
the West line of said 0.024-acre tract, a distance of 41.00 feet to a point for corner at the Northwest
corner of said 0.024-acre tract, same being in the North fence line of said sanitary sewer lift station;
THENCE South 53 deg. 45 min. 18 sec. East, along and with the North fence line of said Sanitary
Sewer Station, a distance of 21.57 feet to an angle corner at the Northeast corner of said 0.024-acre
tract, same being in a West line of said Easement Tract 133-A;
THENCE South 36 deg. 22 min. 55 sec. West along and with an East line of said 0.024-acre tract,
same being a West line of said Easement Tract 133-A, a distance of 12.00 feet to a point for corner at
an angle corner in the East line of said 0.024-acre tract, same being an angle corner in the West line
of said Easement Tract 133-A;
THENCE South 53 deg. 32 min. 47 sec. East, along and with an East line of said 0.024-acre tract,
same being a West line of said Easement Tract 133-A, a distance of 5.97 feet to a 5/8-inch iron rod
with DD7 cap found at an angle corner in the East line of said 0.024-acre tract, same being an ell
corner in the West line of said Easement Tract 133-A;
THENCE South 36 deg. 10 min. 52 sec. West, along and with an East line of said 0.024-acre tract,
same being a West line of said Easement Tract 133-A, a distance of 28.98 feet to a 5/8-inch iron rod
with DD7 cap found at the Southeast corner of said 0.024-acre tract, same being an angle corner in
the West line of said Easement Tract 133-A;
Page 1 of 2
THENCE North 53 deg. 45 min. 18 sec. West, along and with the South line of said 0.024-acre tract,
same being a West line of said Easement Tract 133-A, a distance of 27.50 feet to the POINT OF
BEGINNING, containing 0.024-acre of land, more or less.
All bearings are based upon the Texas State Plane Coordinate System of 1983(2011), South Central Zone
'4204'(US Survey foot). All acreages and distances shown are grid.
OF•TF .
1/4
Carl E. Duckworth II
4 CARL E.DUCKWORTH II ►
Registered Professional Land Surveyor No. 6816
.Q 6816 ,
��FESS�O?OQI
do
Page 2 of 2
Woodworth Boulevard Exhibit"G" N
Richmond Avenue Jefferson County,Texas
Lake Charles Avenue J.Mixon Survey
Seawall Drive / Wiso--E
Augusta Avenue Abstract No.178
Shreveport Avenue ♦ 'roje01 Location
Waco Avenue
Jr
PAV03C-133A-3-1 Temporary Workspace=0.024 Acre S
Gi 0 30 60
Vicinity Map � Feet
N.T.S.
l //.oa'te
Q e
9hfo q`o�o City of Port Arthur /
Line Table .aye Sanitary Sewer Lift Station
Line# Direction Length /
L1 N36°09'34"E 783.53
L2 N36°10'52"E 41.00 4., c
L3 S53°45'18"E 21.57 y7 •
ti"> o� c, v
o G
L4 S36°22'55"W 12.00 C3%7"a?'
L5 S53°32'47"E 5.97 T o��is.,.`
,k Q o•.b•
F w
L6 S36°10'52"W 28.98 P.O.B. ^ �^ •
PAV03C-133A-3-1- (� Found 5/8"Iron Rod
L7 N53°45'18'W 27.50 Temporary Workspace with DD7 Cap
N:13,902,913.35
E:3,577,021.93 ,ni '
^mac o'0y
a,,` ound 5/8"Iron Rod . w°. o`o,
with DD7 Cap oCs'o�O5 Qo;
N. ,3, ti �'
yy to 4, �b V.
NN
N.
Lamar State College Port Arthur Ns. /
/ Called 2.204 Acres
C.F.No.2015041258 ,.
O.P.R.J.C.T.
..\\N/
Lamar State College Port Arthur
F.C. No.102-45-0839
O.P.R.J.C.T. a e
/c.�S P c
ek.`yo ci,,, QA.
4�y,�Oo6 Py�j /
o ce°
P.O.0 d'``"J°'O
PAV03C-133A-3-1
Temporary Workspace
Found5/8"Iron Rod /
with Soutex Cap
N N:13,902,280.67
E:3,576,559.90
Legend:
p; Temporary Workspace Surveyor's Certification
IMMIIIIIMI Existing Easement
• Found Monument(as described) The undersigned does hereby certify that this survey plat
P.O.B. Point of Beginning accurately represents an on the ground survey made 9.F r,.
under mydirect supervision in November and December r ,�
P.O.C. Point of Commencing � *� f
D.R.J.C.T. Deed Records Jefferson County,Texas 2025,and January and February 2026. 00....4.4o;tA t
O.P.R.J.C.T. Official Public Records Jefferson County,Texas ..„ "" — •
— • CARL E.DUCKWORTH II e
• i
Carl E.Duckworth II,RPLS !qO 6816 +%4•0 /
Registered Professional Land Surveyor No.6816 :up.�Esst.•••O
Drawn by:MAG/KPA FB PG:FBXXX-PXXX
Rev"0" APRIL 30,2026
Note: Sheet No.1 of 1 JOB NO.LJAS494-2507
1. All bearings are based upon the Texas State Plane Coordinate System of 1983(2011),South Central L�Ii I
Zone'4204'(U.S.Survey Foot).All distances and acreages are grid.
2. This plat is being submitted along with a Surveyor's Field Note Description of the hereon described SURVEYING,INC.
tract. 2615 Calder Ave,Suite 500 Tel:409.833.3363
3. Nothing in this survey is intended to express an opinion regarding ownership of title to any property. Beaumont,Texas 77702 Fax:409.833.0317
4. This is an easement drawing and is not intended to represent a boundary survey. TBPELS Firm No.10194382
EXHIBIT H-INGRESS/EGRESS ACCESS EASEMENT
This Exhibit H is attached to and incorporated into that certain executed by
(Grantor) in favor of Jefferson County Drainage District No. 7 (Grantee), dated
,and pertains to the property described as follows:
Exhibit "H"
Being all of those certain two tracts of land (called Tract I-0.6823 acre and Tract III 0.2539
acre) as conveyed by deed to the City of Port Arthur recorded in Clerk File No. 2020001603
of the Official Public Records of real property of Jefferson County,Texas,together with that
certain tract of land (called Disposal Parcel 9-7, located in the Governmental Complex and
Port District Urban Renewal Project No.Tex R-93) as conveyed by deed to the City of Port
Arthur recorded in Volume 1670, Page 351 of the deed records of said county.
�� p:�, j
• rod 74, .1
r •
:,;: .�, } fir . *z
RAp ( OUARD• ' `
,. .•0 5635 (• ''
••9�FESg1�•,�
AFTER RECORDING RETURN TO:
Jefferson County Drainage District No.7
Attn:
Address: